Am_0004.pdf

PDF 8 MB Posted Aug 16, 2016

Attached to: Mississippi River, Baton Rouge to the Gulf, Head of Passes, Hopper Dredge Disposal Area Project, Plaquemines Parish, Louisiana, FY14-2 Specification Number ED 14-043
Solicitation number: W912P8-14-B-0053
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Amendment 0004 for Solicitation W912P8-14-B-0053

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File	Type	Posted
AwardResults16C0054.pdf	PDF	Aug 30, 2016
PostedAbstract.pdf	PDF	Aug 24, 2016
Am_0001.pdf	PDF	Jul 21, 2016
W912P8-14-B-0053_Solicitation.pdf	PDF	Jul 15, 2016
14-B-0053_Amendment_0003.pdf	PDF	Jul 15, 2016
14-B-0053_Am_0002_Drawings.pdf	PDF	Jun 29, 2016
Am_0002_.pdf	PDF	Jun 29, 2016

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 13

0004 Aug 16, 2016 ED-14-043

U.S. Army Corps of Engineer District, New Orleans Attn: CEMVN-CT-E 7400 Leake Avenue, Room 155A New Orleans, LA 70118

W912P8-14-B-0053

08/14/2014

The above numbered solicitation for Mississippi River, Baton Rouge to the Gulf, Head of Passes, Hopper Dredge Disposal Area Project, FY 14-2 Plaquemines Parish, Louisiana (ED 14-043) is hereby amended as follows: (see continuation pages)

THE BID OPENING DATE AND TIME IS HEREBY ESTABLISHED AS TUESDAY 23 AUGUST 2016 AT 2:00 P.M.

LOCAL TIME CST.

NOTE TO BIDDERS:

Bidders are advised that funding for the base work (CLINS 00001 - 00003) and most of the optional work is being made available from two separate and distinct funding sources. The funds available in each source are limited. While the usual statutory cost limitations for eligibility for contract award apply, in addition, bidders are advised that contract award may only be made provided the bid price for the base contract work does not exceed funds that are available for such work. If an overall low bid for the base award CLINs exceeds the amount of funds available for such work no award will be made and the Government may have to cancel the solicitation.

Bidders are requested to ensure that their bids are not unbalanced by including costs associated with Optional CLINs in the Base Award CLINs. The attention of each bidder is called to FAR 15.404-1(g)(3), providing that an unbalanced bid may be rejected upon a determination by the contracting officer that the lack of balance poses an unacceptable risk to the Government.

Responses to Contractor enquiries to Solicitation W912P8-14-B-0053

Will you elaborate on the depths of dredging for the Haliburton Slip and adjacent Tiger Pass Channel?

Answer: As stated in note 2 on Sheet C-13, dredging of the slip at Haliburton road shall be performed to the minimum extent the contractor deems necessary for his/hers operations.

However, where dredging shall not exceed -11' MLG with dredging at this depth no closer than 15' from the bulkheads.

Are there other approved locations for barge off-loading?

Answer: The only location for barge offloading as well as dredge pipeline access from Tiger Pass (if the direct pump option is selected), for which the Government is providing NEPA clearance, as well as ROW, is at the Haliburton slip location off of Tiger Pass.

This, however, does not preclude the Contractor from proposing a deviation to the Government furnished ROW, if desired. (See the GENERAL PROVISION paragraph entitled “RIGHTS-OF- WAY” for further details and requirements.

Is there an order the optional items are to be completed if awarded?

Answer: There is no specific order for which the Optional items are planned to be awarded at this time. Other than the possibility of Option Items 0004 and 0005 being invoked prior to the Spanish Pass Disposal optional work items 0006 through 0012. However, the order will be determined by the timeline for which progress is made for the BASE WORK, followed by other factors such as ROW acquisition for the Spanish Pass Optional Work Items, and the independent contract for the 42” sleeve to be jack-and-bored under Tide Water Road for use under this contract. Aside from these factors, the commencement and completion of optional work items will be based off of the Contractor’s proposed schedule for each item of work required.

What type of geotextile and the amount?

Answer: Quite simply, the P&S do not specify the requirement of geotextile.

SECTION 01100

Page 17. Delete this page in its entirety and substitute the attached pages 17, 18, 19, and 20 therefore.

SECTION 35 20 23.00 12

1. Page 18. Delete the pipeline information for Spanish Pass Ridge Disposal Area, and substitute the following therefore:

“ SPANISH PASS RIDGE DISPOSAL AREA

Utility or Structure Approximate Elevation Name and Address

Station of Owner

12" Gas P/L Crosses Spanish Unknown Gulf South P/L Co Pass and approx. Mr. Gerald Roser 400' east of Spanish 520 Alliance St Pass Ridge and Marsh Kenner, La 70062 Creation Site 504-461-3316

Gerald.Roser@bwpmlp.com

6" Crude P/L Crosses Spanish Varies from Plains All American (Idle and not Pass and within gap approx-4.5’ to Mr. Joseph Klimas in service) crosses B/L at approx. -6’ NAVD88 6135 Airline Hwy

B/L Sta 32+81.31 and across ridge St James, La 70086 on a skew at approx. and marsh 504-799-5230 (C) angles of 131.24 deg/ limits, and -7’ 225-265-2353,

48.76 deg from B/L to -9’ in the ext. 22305 (O) adjacent pass JKlimas@paalp.com

12" Crude P/L Crosses Spanish Varies from Plains All American

Pass and within gap approx-2.5’ Mr. Joseph Klimas crosses B/L at approx. (exposed) to 6135 Airline Hwy

B/L Sta 32+02.98 and -3.5’ across St James, La 70086 on a skew at approx. ridge and marsh 504-799-5230 (C) angles of 132.42 deg/ limits, and -10’ 225-265-2353,

47.58 deg from B/L to -12’ in the ext. 22305 (O) adjacent pass JKlimas@paalp.com

NOTE: As-Built plan and profile data of the Plains All American pipelines may be obtained from the owner/ POC listed above, if desired.”

2. Page 27, subparagraph 3.3.5.1(2). Delete this subparagraph in its entirety and substitute the following therefore:

“(2) Upon mobilization of required plant and initiation of dredging for filling of the Spanish Pass site, the Contractor is required to dedicate all efforts towards completion of this contract line item. Diverting from 100% dredging and transport of material obtained from the HDDA to Spanish Pass, for pipeline delivery to other available disposal sites, will not be allowed until the necessary placement of dredge fill required for construction of the Spanish Pass ridge and marsh platform is completed. The Contractor shall assure that adequate plant is available to allow continuous dredge and haul/pump operations throughout completion of this effort. If the Contractor should elect to transport the material from the HDDA to the Spanish Pass site via barges, then he/she shall implement a plan that will assure that material losses as a result of barge overflow during filling operations is minimized. This may entail utilizing secondary barge(s) to capture overflow; minimizing barge fill time and quantities; minimizing effluent overflow times, and toggling from one barge to another in order to allow for solids to settle out. This plan shall be submitted to the COR for review and approval.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-02, C-05, C-09, C-10, and C-11. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. C-02, C-05, C- 09, C-10, and C-11 therefore.

01100-17 ED 14-043

award. When contracts are with individuals, the individuals shall complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. The completed Form I-9 shall be provided to the Contracting Officer and shall become part of the official contract file.

23. REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract and the requirements as defined within USACE EM 385-1-1, the Contractor shall comply with all pertinent federal, state, and local laws, ordinances, criteria, rules, and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations and referenced documents vary, the most stringent requirements shall apply.

24. VIDEO AND PHOTOGRAPHIC DOCUMENTATION – WORK ASSOCIATED

WITH SPANISH PASS

The pre-construction and post-construction conditions of access roads used and all driveways, sidewalks, above-ground utilities, staging area(s), slip mooring area, and existing structures in the immediate vicinity thereof shall be verified and documented by the use of Contractor-furnished photographs and videos. Videos shall be digital format (DVD) with voice over commentary describing all pertinent or unusual conditions. Videos shall have a stamped date. Photographs shall be 35 mm or digital, color, and 4-inch x 6-inch size minimum, and shall have stamped date. The Contractor shall provide two (2) copies of the DVD and two (2) copies of photos with negatives or CDs containing files to the Contracting Officer for the Contract file. Electronic photos shall be accompanied by a log describing the content of each photo. Two (2) hard copies shall be assembled in a report form with a cover letter attached. In the report, a description of each picture identifying and describing the location and indicating the date of the photograph shall be typed beneath each picture.

On the reverse of each photograph, the Contractor shall affix a self-adhesive label on the reverse of each picture that shall identify the location, describe the photographed object and indicate the date of the photograph and name of the person who documents the information. All the information on the label shall be typewritten in black. Additionally, the name shall also be signed. The Contractor shall coordinate so that representatives of the Contracting Officer are present during the pre- and post-construction documentation. No measurement will be made for video and photographic documentation. Payment will be made at the contract job price for “Video and Photographic Documentation - OW”, if Optional Work is exercised.

01100-18 ED 14-043

25. PERMIT CONDITIONS

a. East Side Disposal - Delta Wildlife Refuge. A Right-of-Entry (ROE) has been obtained from the Fish and Wildlife Service for ingress and egress, as well as to perform work and place dredge material on the Delta National Wildlife Refuge within the areas specified on the contract drawings. As part of this ROE, the following requirements must be adhered to during the course of work: The use of airboats are prohibited from November 1 to January 31 and notification shall be made at least 48 hours before entering the refuge and beginning any work. Notification shall be made via e-mail to Mr. James Harris at james_harris@fws.gov and Ms. Shelley Stiaes at shelley_stiaes@fws.gov. Ms. Stiaes may also be reached at (985) 882-2026.

b. South Pass Disposal Areas - Pass A Loutre Wildlife Management Area (PALWLMA). A Right-of-Entry (ROE) has been obtained from the Louisiana Department of Wildlife and Fisheries (LDWF) for ingress and egress, as well as to perform maintenance dredging, disposal and related activities within the Pass A Loutre Wildlife Management Area (PALWLMA). Compliance with the following conditions will be required:

(1) If the Contractor should elect to use disposal sites on the PALWLMA, the COR shall provide the LDWF with a detailed plan outlining dredging schedules, disposal sites proposed to be used, types of equipment needed, schedules of equipment use, and schedules of project implementation at least two weeks in advance of any activities on PALWMA. In addition, USACE shall provide the LDWF with copies of all pre-project and post project data (elevation/bathymetry information, acreage of marsh created, cut/fill material quantities, etc). All correspondence shall be sent to Shane Granier at sgranier@wlf.la.gov and todd.baker@la.gov.

(2) Following the above mentioned two week notification period, a pre-construction meeting shall be held with LDWF and include the USACE project inspector (COR), the dredging contractor, and any other USACE decision makers for this project. Meeting coordination shall be through LDWF contact Shane Granier at shane.granier@la.gov or Todd Baker at todd.baker@la.gov.

(3) Any and all construction activities on PALWMA including but not limited to dredging areas, access corridors, flotation channel excavations, pipeline corridors, dike construction, buffer areas, fill elevations, etc. shall be performed as depicted on the contract drawings. If any activities extend beyond or outside the locations depicted in the drawings, the USACE shall immediately notify LDWF via email to Shane Granier at sgranier@wlf.la.gov. LDWF and USACE will then meet to discuss how to address the work that is outside of the scope of work detailed in the drawings. Any additional work proposed on PALWMA must be approved by LDWF.

(4) LDWF prefers not to restrict public access on PALWMA. Therefore, the LDWF must approve any requests for closures of waterways in writing. A mailto:james_harris@fws.gov file://mvd/mvn/Data_EDS/DistrictSpecs/!-FILES/ed--Dredging/14-xxx/ED%2014-043/Am_0004/shelley_stiaes@fws.gov mailto:sgranier@wlf.la.gov mailto:todd.baker@la.gov mailto:shane.granier@la.gov mailto:todd.baker@la.gov mailto:sgranier@wlf.la.gov

01100-19 ED 14-043

request for closures of waterways shall be submitted to LDWF staff at least two weeks in advance of the need of the closure(s).

(5) The USACE, its contractors, agents, employees and representatives must follow the rules and regulations of PALWMA. These regulations prohibit the use airboats at any time and mud-boat use after 2:00 pm from September 1 through January 31. LDWF will issue separate conditional permits upon request to allow the use of airboats and/or mud-boats in direct support of this project. LDWF will condition these permits to limit disturbance to waterfowl and to recreational users of the PALWMA during peak periods, particularly during the months of September, November, December, and January. A request for an airboat/mud-boat permit should be made at least one week prior to the need of the vessel, but should be made with as much advanced notice as possible to allow adequate time for permit processing. Requests should be made via e-mail to Shane Granier at shane.granier@la.gov and Vaughan McDonald at vaughan.mcdonald@la.gov.

(6) USACE must coordinate with LDWF regarding the overnight mooring of quarter barges, equipment barges, tugboats, crewboats, etc. and the staging of floating discharge pipe on PALWMA. LDWF reserves the reasonable right to select the locations for mooring and staging of this type of equipment. LDWF also requires all floating structures to be illuminated with flashing hazard lights during night time hours. All submerged pipelines and emergent pipelines in open water must also be marked with lighting to alert boaters of the potential hazards.

(7) Colonial nesting seabirds and wading birds (including, but not limited to, terns, gulls, black skimmers, egrets, herons, and pelicans) should be avoided to reduce the risk of injuring birds. The nesting activity period generally extends from February 15 through September 15. A visual inspection of the project area for nesting birds will be made prior to startup of work by qualified personnel from the USACE and LDWF. Presence of nesting wading birds and/or seabirds must be immediately reported to LDWF by the project inspector. This action will trigger an additional coordination between LDWF and USACE to perform such activities necessary to identify the nesting birds and initiate any necessary project modification(s) that would avoid disturbance to these birds and their nests. If nests of these birds are present on the work area, a “no-work” distance restriction of 650 feet for terns, gulls, and black skimmers, 1,000 feet for colonial nesting and wading birds, and 2,000 feet for brown pelicans must be implemented.

Further coordination by USACE with the U.S. Fish and Wildlife Service may result in a further reduction of “no-work distance restrictions” depending on the species of birds found nesting at the work site.

(8) A copy of these Right of Entry conditions shall be kept on the job site at all times during this project.

mailto:shane.granier@la.gov mailto:vaughan.mcdonald@la.gov

01100-20 ED 14-043

(9) Regular progress meetings between USACE and LDWF staff will be held on site during construction of the project. Additional meetings may be required by LDWF if problems arise.

(10) All equipment used in connection with the project must be removed upon project completion.

(11) Upon completion of the project, a final inspection and/or post-project meeting may be required by LDWF. The meeting would be comprised of PALWMA staff, the contractor, and a representative from USACE to ensure that all stipulations have been adhered to.

(12) In the event the above stipulations are not met, LDWF shall notify the USACE in writing of the infraction. The USACE will have two weeks to rectify the infraction or develop a mitigation plan suitable to LDWF. If no resolution is reached LDWF may cancel this Right of Entry.

(13) The USACE Contractor shall use reasonable care to avoid damage to PALWMA while conducting maintenance dredging operations. The United States has waived sovereign immunity for negligence in the Federal Tort Claims Act, 28 U .S.C. 1346, 2671-2680, and the Department of the Army acknowledges that in the event its employees are negligent, liability may attach for such negligence under the Federal Tort Claims Act. At LDWF’s discretion, the USACE and its Contractor may be asked to repair, or restore to the pre-project condition, any canals, ditches, levees, signs, pilings, or other structures on the PALWMA which are damaged due to the negligence of USACE or its contractors during dredging activities. USACE may be asked to have dredged to their pre-project condition, any waterways (bayous, passes, cuts, canals, trenasses, etc.) that are filled in as a result of the negligence of USACE or its Contractors in the dredging operations. USACE reserves the right to either undertake the performance of any repairs, restoration, or dredging requested by LDWF; or to dispute USACE’s liability for any alleged damages to PALWMA; or to enter into a settlement agreement with LDWF. In no event shall the costs of the repairs, restoration, or dredging, or the financial amount of the settlement, exceed the fair market value of the fee title to the damaged real property at the time immediately preceding the damage. USACE’s liability under this paragraph is subject to availability of appropriations to make any such repairs, restoration, dredging, or payment, and nothing contained in this agreement shall be construed to imply that Congress will appropriate sufficient funds to meet any deficiencies at a later date.

E X

G N

A V

A T

N C

H A

N N

E L

200' ACCESS

CORRIDOR

P/L ACCESS

P /L A

C C

E S S

S A

G E

L E

V F

S O

U T

H W

E S

T P

A S

O V

H D P

O W

E R

E N

T E

R G

C U

'S G

A P

RAPHAEL PASS

M A

A S S

PASS

A L

OUTRE

RAPHAEL

PASS

POND

HORSESHOE

BRANDT PASS

P I R

MAXIMUM INITIAL ELEVATION

+4.5' NOT TO EXCEED 5.0'

1,200-FOOT BUFFER

X 3940302.534

Y 248766.045

X 3938491.555

Y 248586.465

X 3935764.142

Y 246626.777

X 3934774.460

Y 245500.807

Y= 217,475 X= 3,957,172

Y= 218,290 X= 3,957,680

NORTH CELL

P L

A N O

V E

R A

L P

R O J E

C T A

R E

P I

E R

B A

T O

N R

O U

G E T

O T

H E G

U L F

H E

A D O

F P

A S

S E

C-02

H O

P P

E R D

R E

D G

P O

S A

L A

R E

A P

R O J E

C T

-2

A N

S I

S C

O T

T A

C L E

M E

N T

K E

H J

O 'C

W P -1

-B -0

W P

-X

H -1

-4

P L

A Q

U E

E S P

A R

H L

S .A .C

R .W .B

1- 6 5/8" G A S P

LIN

O O

D E

N E R

G Y

X 3958446.060

Y 220704.179

X 3962745.323

Y 220603.899

X 3931919.284

Y 243851.863

X 3931469.839

Y 235243.333 Y 233943.018

X 3954942.551

Y 235842.487

X 3954691.975

Y 232650.546

-4.0' M.L.G X 40'

FLOTATION CHANNEL

A C T

A T

T T

E L E P

H O

N E C

A B L E

O V

E R

H O

W S

E L -3

-1

E L

U N

K N

O W

E L . -7

-6 " P

E U

N K

N O

W N

L A

C E

B A

N D

O N

E D

-6 " P

E U

N K

N O

W N

200' ACCESS

CORRIDORS

PROPOSED

PENINSULAS

PILOTTOWN

SAVAGE ISLAND

BRANDT ISLAND

0' A

C C E S S C

O R R

O R

N G E

G P

E N

S U

SITE

BORROW

HDDA

MILE

-IN

C H C

R U

D E P /L

C H

E V

R O

SUBMERGED P/L TO BE

INSTALLED ACROSS

CHANNEL BETWEEN

MILES 1.2 AHP AND 1.4 AHP

AHPM

1.0 A

HPMI

E L . -7

" G

A S P

E L

E T

A P

A R

T N

E R

S L

L C

8" GAS PIPELINE

PIPELINE CO.

KINETICA PARTNERS LLC

GAS - 18" PIPELINE

HIGH POINT

E L -7

G A S P

E L

E H

H P

AHPM

PROPOSED PENINSULAS

MAXIMUM ELEVATION +7.0'

NOT TO EXCEED +7.5' PROPOSED PENINSULAS

MAXIMUM ELEVATION +7.0'

NOT TO EXCEED +7.5'

PROPOSED PENINSULAS

MAXIMUM ELEVATION +7.0'

NOT TO EXCEED +7.5'

PROPOSED PENINSULAS

MAXIMUM ELEVATION +7.0'

NOT TO EXCEED +7.5'

E L -7 .0

S O

N G

U L F C

R U

D E

CRUDE PIPELINES

SHELL 8"

AND

CRIMSON GULF 16'

CRUDE PIPELINES

SHELL 8"

AND

CRIMSON GULF 16'

CADRO

PASS

P A S S

C A

D R

EXT

D E

N N

A S S

0 5000'2500'

SCALE

222,000

228,000

234,000

240,000

246,000

252,000

258,000

234,000

240,000

246,000

252,000

258,000

' 0

29°05' 0"

29°06' 0"

29°07' 0"

29°08' 0"

29°09' 0"

29°10' 0"

29°11' 0"

29°12' 0"

29°05' 0"

29°08' 0"

29°09' 0"

29°10' 0"

29°11' 0"

29°12' 0"

29°06' 0"

222,000

29°07' 0"

228,000

1- 2" & 1-3" GAS PIPELINES

ENERGY, INC.

CLAYTON WILLIAMS

(DO NOT DISTURB)

EXISTING DOCK

4" FLOWLINE

PROPOSED DUNE

SILT SCREEN

REQUIRED

MATERIAL

EXCAVATED

1,200-FOOT BUFFER

(NO EXCAVATION ALLOWED)

ACCESS CORRIDOR

OF THIS BOUNDARY LINE

NO ACCESS ALLOWED NORTH

ALLOWED)

(NO EXCAVATION

ACCESS CORRIDOR

100-FOOT

EL. - 80.0' MLG

APPROX. C/L STA. 92+51

1- 12" OIL PIPELINE

NEW DELTA PIPELINE

CRIMSON GULF

APPROX. EL. -100.0'

APPROX. C/L STA. 119+92

1- 6 5/8" GAS PIPELINE

FIELDWOOD ENERGY

EL. -45.0' MLG

APPROX. C/L STA. 72+64

1- 12" OIL PIPELINE

OLD DELTA PIPELINE

CRIMSON GULF

(NO EXCAVATION ALLOWED)

150' ACCESS CORRIDOR

X 3955304.959

Y 229506.599

X 3956366.140

Y 228567.163

X 3957176.547

Y 223604.729

X 3958438.093

Y 222454.663

-4.0' M.L.G X 40'

FLOTATION CHANNEL

150' ACCESS CORRIDOR

(NO EXCAVATION ALLOWED)

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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P R

D A

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U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

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M A

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C O

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C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

CLAYTON WILLIAMS

ENERGY, INC.

1- 6" GAS PIPELINES

HIGH POINT

2- 16" GAS PIPELINES

APPROX. C/L STA. 280+00.00

EL. -40.0' M.L.G.

WHITNEY OIL & GAS

PROPOSED 4" FLOWLINE

EL. 8.0' BELOW EXISTING

MUDLINE

MAX ELEVATION +8.0' MLG

(CASTILLE DISPOSAL SITE)

FRESHWATER RESERVOIR

MAX ELEV +8.0' MLG

DISPOSAL SITES

SAWDUST BEND

MAX ELEV +7.5' MLG

MARSH CREATION SITE

NEW WEST BAY

U N

S .A .C

U N

S .A .C

A M

E N

D E

D .d g n

FLOTATION ACCESS

ALLOWED WITHIN

PASS A LOUTRE

OTATI

ACCES

ALL

PASS

A L

OUTRE

E N

A S S

C H

E N

R E P

A S S

X 3955501.687

MATERIAL

EXCAVATED

DISPOSED

1- 0" G

PELI

NNES

SEE

1- /8 " G

PELI

ELDW

O O

ENERG

U G

U S

CORRI

DOR

ACCES

S15

E X

' A

C C

E S

C O

R R

O R

B E

N D A

N D C

A S

L E D

P O

S A

L A

R E

A S

E S

A N

D A

D D

E D N

E W S

A W

D U

S T

E D N

O R

T H B

O U

N D

A R

Y O

F D

P O

S A

P A

S S A L

O U

T R

E F

L O

T A

N A

C C

E S

S R

E V

E D W

E S

T B

A Y D

P O

S A

L A

R E

A A

WITHIN OPEN WATERS.

CORRIDOR TO REMAIN

150' WIDE ACCESS

U G

R .W .B

N O

T E

"D R

E V

E D A

C C

E S

S C

O R

O R A

N D R

E V

E D

R E

E D E

A S

T E

R N L

F D

P O

S A

L A

R E

S O

U T

H P

A S S

S O

U T

H W

E S T

A S S

CHANNEL CENTERLINE

MILE MARKER

GAGE

LEGEND:

CHANNEL BOTTOM

EDGE OF CUT

PROPOSED PENINSULAS

PROPOSED WETLAND

RESTORATION AREAS

AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH

PREPARED FROM BUMP PHOTOS FLOWN IN 2015.

LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY

INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983

NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND

A Z . 1

°3

A N

C H

O R

A G

E A

R E

O T T

O W

-4

-3

-3 5-3

-33

-3

-31

-3

-2

-27

-2

-26

-25

-2

-25

-2

-25

-2

-24

-2

-24

-2

-24 -24 -2

-2

-24

-23

-2

-2 3-2

-2

-23

-2

-23

-2

-23-2

-2

-22

-2

-22

-22 -2

-2

-22

-22-22

-22

-2

-21

-2

-21

-20

-2

-20

-2

-20

-1

-19

-1

-19

-1

-19

-1

-19

-1

-19

-1

-19

-1

-18

-1

-18

-1

-18

-1

-18

-1

-17

-1

-17

-1

-16

-1

-16

-16-16

-16

-1

-1 6 -1

-16

-1

-15

-1

-15

-1

-15

-1

-15

-1

-15 -1

-15

-1 5 -1

-15

-1

-14

-1

-14

-1

-1 4 -1

-1

-13

-1

-13

-1

-13

-1 3 -1

-1

-13

-13 -1

-1

-12

-1

-12

-1

-12 -1

2 -1

-12

-11.4

-11

-1

-11

-1

-11

-1

-10

-1

-10

-1

-9.8 -9.8

-10

-9

-8.6

-8

-8.3

-8

-7

-6.9

-6.7

-6.6

-6

-6.3

-6.1

-5.9

-6

-5.8

-6

-5.7

-6

-5.5

-5.3

-5

-5.0

-4.9

-4.8

-4.7

-4.6

-4.5

-5

-4.5

-4.4

-4

-4.3

-4.2 -4.2

-4

-4.2

-4.1

-4.0

-4

-4.0

-3.9

-3.8

-3.7

-4

-3.7

-3.6

-3.5

-4

-3.4

-3

-3.2

-3.1

-3.0

-2.9

-3

-2.9

-3

-2.8

-3

-3 -2.5

-3

-2.5

-2.4

-2

-2.3

-2

-2.3

-2.2

-2

-2.2

-2.2 -2.1

-2.1

-2

-2.1

-2.0

-2

-2.0

-1.9

-1.8

-2

-1.8

-1.7

-1.6

-2

-1.6

-1.5

-2

-1.4

-1

-1.4

-1.3

-1

-1.3

-1.2

-1.1

-1.0

-1

-0.8

-1

-0.6

-0.2

E X

G N

A V

A T

C H

A N

N E

S A

G E

L E

V F

S O

U T

H W

A Z . 1

°3

P I

E R

B A

T O

N R

O U

G E T

O T

H E G

U L F

C-05

P L

A Q

U E

E S P

A R

H L

S C

O T

T A

C L E

M E

N T

S .A .C

R .W .B

K E

H J

O 'C

H -1

-4

W P -1

-B -0

O V

H D P

O W

E R

E N

T E

R G

P I R

C U

'S G

A P

RAPHAEL PASS

M A

A S S

PASS

A L

OUTRE

RAPHAEL

PASS

A L

OUTRE

BRANDT PASS

SITE

BORROW

HDDA

HORSES

HOE P

OND

H O

P P

E R D

R E

D G

P O

S A

L A

R E

A P

R O J E

C T -2

LEGEND:

H E

A D O

F P

A S

S E

A N

S I

W P

-X

X 3956346.99

Y 249251.40

X 3956071.62

Y 248080.31

X 3955657.38

Y 246345.16

Y 245854.14

X 3955541.83

X 3955452.84

Y 245376.22

X 3955443.13

Y 244862.73

X 3955583.65

Y 242732.270

X 3956070.68

Y 236169.90

240,000

250,000

260,000

240,000

250,000

260,000

' 0

29°09' 0"

29°10' 0"

29°11' 0"

29°12' 0"

29°09' 0"

29°10' 0"

29°11' 0"

29°12' 0"

' 0

NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND

INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983

LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY

AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH

0 3000'1500'

SCALE

PREPARED FROM BUMP PHOTOGRAPHY FLOWN IN 2015.

(I N

A C T

A T

T T

E L E P

H O

N E C

A B L E

O V

E R

(P E

R M

H O

W S

E L -3

-1

E L

U N

K N

O W

E L . -7

-6 " P

E U

N K

N O

W N

200' ACCESS

CORRIDORS

PROPOSED

PENINSULAS

PILOTTOWN

SAVAGE ISLAND

BRANDT ISLAND

0' A

C C E S S C

O R R

O R

N G E

G P

E N

S U

DASHED TICKS.

CORRI

DOR

ACCES

8" GAS PIPELINE

PIPELINE CO.

KINETICA PARTNERS LLC

E L . -7

" G

A S P

E L

E T

A P

A R

T N

E R

S L

L C

E L -7

G A S P

E L

E H

H P

GAS - 18" PIPELINE

HIGH POINT

A C

C E

S S C

O R

E X

MILE

15 16

MARSH DISPOSAL AREAS

ACCESS CORRIDORS

PENINISULAS

L A

C E

(A B

A N

D O

N E

D -6 " G

A S P

E L

E U

N K

N O

W N

E L -7 .0

S O

N G

U L F C

R U

D E

CRUDE PIPELINES

SHELL 8"

AND

16" CRUDE

CRIMSON GULF

CRUDE PIPELINES

SHELL 8"

AND

16" CRUDE

CRIMSON GULF

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

PENINISULA POINTS

J U

N E

P O

S A

L A

R E

A S

P L

A N D

E L T

A W

E R

E F

U G

C O

R R

O R

A C C E S S

A M

E N

D E

D .d g n

U N

S .A .C

FLOTATION ACCESS

ALLOWED WITHIN

PASS A LOUTRE

OTATI

ACCES

ALL

PASS

A L

OUTRE

D A

T A F

O R A

C C

E S

S I

N P

A S

S A L

O U

T R

E X

P A

N D

E D C A

N D D A

D D

E D M

O R

E S

U R

M O

V E

D D

P O

S A

L A

R E

A S A A

N D B

X 3963114.980

Y 246449.930

X 3963137.030

Y 245378.711

WITHIN OPEN WATERS.

CORRIDOR TO REMAIN

150' WIDE ACCESS

O T

"D R

E V

E D A

C C

E S

S C

O R

O R A

N D A

D D

E D E

A S

T E

R N L

F D

P O

S A

L A

R E

A A

U G

R .W .B

0.2

.W .B

W P -1

-C -X

X X

H -1

-4

S .A .C

K E

H J

O 'C

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

W P -1

-B -0

P I

E R

B A

T O

N R

O U

G E T

O T

H E G

U L F

H E

A D O

F P

A S

S E

P L

A Q

U E

E S P

A R

H L

J U

L Y

H O

P P

E R D

R E

D G

E D

P O

S A

L A

R E

A P

R O J E

C T -2

H A

R D B

R O

U S

S A

R D

EL. TOP OF PIPE -35.0

APPROX. STA. 447+27 C/L

1-6" PIPELINE

(ABANDONED IN PLACE)

EL PASO/ SO. NAT. GAS P/L CO.

EL. TOP OF PIPE -23.5

APPROX. STA. 484+36 C/L

1-10" GAS PIPELINE

UNITED GAS P/L CO.

(FORMERLY KOCH GATEWAY AND

GULF SOUTH PIPELINE CO.

(LOCATION TOP BE VERIFIED)

4' COVER FROM CWPPRA PLANS

(FORMERLY CHEVRON/GULF)

8" HILCORP P/L

- TO BE VERIFIED)

(FROM PERMIT AND HTSI

12" GAS P/L

GULF SOUTH CO/BOARDWALK

ACCESS

DIRECT PUMP

OFF-LOADING OR

SLIP FOR BARGE

(FROM AS-BUILT)

12" ACTIVE CRUDE P/L

PLAINS ALL AMERICAN

FROM AS-BUILT)

(ABANDONED/ IDLE IN-PLACE

6" CRUDE P/L

PLAINS ALL AMERICAN

G R

A N

D P

A S

WEST BAY

ASS

S W P

A S S

S P

A S S

CUBITS

GAP

P I R

R 3

P T E

E R P

A S S

C-09

LEGEND

PIPELINES OR UTILITIES

240,000

246,000

252,000

258,000

264,000

270,000

276,000

282,000

288,000

294,000

240,000

246,000

252,000

258,000

264,000

270,000

276,000

282,000

288,000

294,000

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°2

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

°1

' 0

29°09' 0"

29°10' 0"

29°11' 0"

29°12' 0"

29°13' 0"

29°14' 0"

29°15' 0"

29°16' 0"

29°09' 0"

29°10' 0"

29°11' 0"

29°12' 0"

29°13' 0"

29°14' 0"

29°15' 0"

29°16' 0"

29°17' 0"

EL. TOP OF PIPE -22.6

APPROX. STA. 423+00

1-10" PIPELINE

FORMERLY CHEVRON

HARVEST P/L CO

HILCORPS ENERGY/

NATURAL GAS PIPELINE

AS-BUILT DWGS SEP 96 FOR 30' SHELL

SHELL OIL PRODUCTS CO

MISSISSIPPI CANYON GAS GATHERING SYSTEM

HOUSTON, TEXAS SD-35401

24" GAS P/L

(FORMERLY TEXAS EASTERN)

SPECTRA ENERGY

(PRE-KATRINA LOCATION)

(ABANDONED IN PLACE -

EL. TOP OF CABLE -23.0 M.L.G.

APPROX. STA. 485+72 C/L

L.P.&L./ENTERGY SUB-CABLE SCALE

0 3000' 6000'

-IN

C H C

R U

D E P /L

C H

E V

R O

6-5/8" G

S P

LIN

(F O

R M E R

P N R

E S O

U R C E S

O O

D E

N E R

G Y

PASS

LOUTRE

(HDDA SITE)

MANDATORY

MISSISSIPPI RIVER

PIPELINE CROSSING

LOCATION

RIDGE LOCATION

SPANISH PASS

REQUIRED

PIPELINE ACCESS ROUTE

PROPOSED DREDGE

D R

E D

G E P

E L

E A

C C

E S

S R

O U

T E

BENCHMARK

VICINITY OF SPANISH PASS

BENCHMARK INFORMATION

DESIGNATION

BENCHMARK

FEET- NAVD88

ELEVATION

(FEET)

Y-COORDINATE

(FEET)

X-CORDINATE

15-067C-2 4.89 3897778.56 252578.93

PLATFORM CORNER.

PLATFORM CORNER, 6.8 FT SOUTH OF A LIGHT, AND 3.3 FT WEST OF SOUTHEAST

0.8 MILES TO SMALL CHEVRON PLATFORM. MARK IS 18.0 FT SOUTH OF NORTHEAST

SOUTH TO SMALL CHANNEL ON LEFT (29 11 16.8 89 24 38.9). CONTINUE SOUTHEAST FOR

SOUTHWEST 2.8 MILES TO JUNCTION IN CHANNEL. STAY LEFT AND PROCEED 2.1 MILES

DESCRIPTION: LEAVING VENICE MARINA BOAT CHANNEL, TURN RIGHT AND TRAVEL

3912181.02 285923.84

TIDAL ECC

876 0849 A 13.91

SIDE CROWN, AND 51.0 FT SOUTHWEST OF CEMENT APRON ON LEVEE.

LEVEE, 4.4 FT SOUTHEAST OF PROTECTED SIDE CROWN, 4.3 FT NORTHWEST OF FLOOD

ROAD FOR 0.3 MILES TO THE MARK LOCATED ON LEFT SIDE OF ROAD. MARK IS ON TOP OF

DESCRIPTION: FROM INTERSECTION WITH HWY 23, TRAVEL NORTHEAST ON JUMP BASIN

1.53 3912284 284322

POWER POLE WITH TWO GUY WIRES.

SOUTH-SOUTHWESTS OF A POWER POLE WITH SERVICE LINE, AND 83.0 FT NORTH OF A

STATION ON LEFT. MARK IS FOUND 45.0 FT EAST-NORTHEAST OF A FIRE HYDRANT, 122 FT

ON JUMP BASIN ROAD. TAKE A RIGHT ON OFFSHORE SHIPYARD RD. PROCEED 900 FT TO

DESCRIPTION: FROM INTERSECTION WITH HWY 23, TRAVEL EAST - NORTHEAST 365.0 FT

2.3115-067C-1 3909742.77 275948.66

AND 13.5 FT NORTH AN ASPHALT ROAD THAT RUNS EAST AND WEST.

FOUND 58.0 FT NORTHEAST OF A POWER POLE, 43.0 FT NORTHEAST OF A STOP SIGN,

LEFT ON VENICE BOAT HARBOR RD. CONTINUE 1.3 MILES TO STATION ON LEFT. MARK IS

INTO TIDE WATER RD), TRAVEL SOUTHWEST 2.5 MILES ON TIDE WATER RD AND TURN

DESCRIPTION: FROM INTERSECTION WITH HWY 23, AND JUMP BASIN ROAD (WHICH TURNS

TYPE

MONUMENT

METAL ROD

SURVEY DISK

ALUMINUM DISK

SURVEY DISK

USED TO MONITOR THIS CONSTRUCTION EFFORT.

BE PERFORMED TO NAVD88 ELEVATIONS. BENCHMARKS PROVIDED ABOVE SHALL BE

2. CONSTRUCTION OF THE SPANISH PASS RIDGE AND MARSH CREATION PLATFORMS SHALL

VENICE GAGE SHALL BE USED TO ACCESS THESE DREDGING ELEVATIONS.

PERFORMED TO MLG DATUM, AND SHALL NOT EXCEED ELEVATION -11.0' MLG. THE

1. DREDGING OF THE SLIP ALLOWED FOR STAGING OF PUMP OUT EQUIPMENT SHALL BE

NOTES:

GAGE LOCATION AND DESCRIPTION CONVERSION INFORMATION

(LONG: -89.35277778 LAT: 29.27583333)

TO NAVD88 (2009.55) DATUM.

BANK AT RIVER MILE 10.7 AT VENICE, LA. GAGE IS SET

VENICE GAGE IS LOCATED ON THE RIGHT DESCENDING

0.0 NAVD88 = +3.2' MLG

GAGE ZERO=

(PRIMARY)

A TIDAL

876 0849

PASS RIDGE FEATURE

BEGINNING OF SPANISH

LEADS FROM HDDA TO

(APPROX 13 MILES)

TEMPORARY DREDGE P/L

T P

C -0

A M

E N

D .D

G N

DASHED TICKS.

AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH

PREPARED FROM AERIAL PHOTOS FLOWN IN 2015.

LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY

INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983

NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND

15-067C-2

876 0849A

TIDAL ECC

876 0849

A TIDAL

15-067C-1

APPROXIMATELY 11 MILES

HALIBURTON ROAD;

TO SLIP AT END OF

DISTANCE FROM HDDA

BAPTIS

COLLE

TTE

/1 /1

W B

G E

A N

D R

E V

E D L

E G

E N

P L

S P /L 'S A

T S

P A

H P

D E

D A

S -B

T L

O C

A T

N S O

W P -1

-C -X

X X

H -1

-4

S .A .C

K E

H J

O 'C

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

W P -1

-B -0

P I

E R

B A

T O

N R

O U

G E T

O T

H E G

U L F

H E

A D O

F P

A S

S E

P L

A Q

U E

E S P

A R

H L

J U

L Y

H O

P P

E R D

R E

D G

E D

P O

S A

L A

R E

A P

R O J E

C T -2

H A

R D B

R O

U S

S A

R D

NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND

INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983

LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY

AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH

DASHED TICKS.

PREPARED FROM AERIAL PHOTOS FLOWN IN 2015.

SCALE

0 200' 400'

B /L S

T A

B /L S

T A

B /L S

T A

B /L S

T A

B /L S

T A

CORRIDOR

ACCESS

PIPELINE

DREDGE

A N

D R

E V

E D L

E G

E N

B A

S E

D O

F F O

F P /L A

S -B

T I

N F

P L

S P /L 'S

R E

E D P

O L

Y G

D E

D A

S -B

T L

O C

A T

N S O

F /1 /1

W B

ACTIVE GAS P/L

EXTERIOR BORROW

EXTERIO

R BORROW

E X

T E

R B

O R

R O

EXTE

BORROW

Y 283525.03

EXTERIOR BORROW

EXTERIO

R BORROW

EXTERIOR BORROW

EXTE

BORROW

- TO BE VERIFIED)

(FROM PERMIT AND HTSI

12" GAS P/L

GULF SOUTH CO/BOARDWALK

°2

285,000

°2

' 0

°2

285,000

29°16' 0"

282,000

°2

' 0

282,000

°2

29°16' 0"

C-10

INTERIOR BORROW

X 3900087.39

X 3901875.96

Y 283641.72

X 3903452.38

X 3902983.07

Y 283166.78

X 3901980.53

Y 282937.04

X 3900105.45

Y 282814.70

X 3903748.01

X 3904395.58

Y 284219.09

X 3905112.33

Y 284542.16

X 3905273.96

Y 283836.22

X 3904622.13

Y 283542.42

X 3903305.81

40'

P L

A N D

E A

N D B

O R

R O

710'

INTERIOR AND EXTERIOR BORROW

DIKE

SPR1U

SPR2U

SPR3U

BORING

BERM

Y 284009.96

Y 284072.46

40'

60'

LEGEND:

PROVIDED ON DRAWING C-14.

9.) ALLOWABLE BORROW IS DEFINED BY THEORETICAL TEMPLATE (S)

FIT EXISTING/REMNANT SPANISH PASS ALIGNMENT.

BORROW ALIGNMENT SHALL BE FIELD ADJUSTED TO BEST

FROM WITHIN THE REMNANT SPANISH PASS ALIGNMENT.

8) EXTERIOR BORROW TO THE SOUTH IS INTENDED TO COME

PIPELINE IN THE FIELD.

FIELD ADJUSTED BASED ON CONTRACTOR MARKING OF

7) DIKE PI'S ADJACENT TO THE PIPELINE WILL HAVE TO BE

6) FOR B/L COORDINATES SEE SHEET C-11.

BE NO CLOSER THAN 50 FEET FROM PIPELINES SHOWN.

5) DIKE CONSTRUCTION AND / OR EXTERIOR BORROW SHALL

LEVELS AND MAXIMIZE SOLIDS RETENTION.

NORTH / WEST DIKES TO CONTROL EFFLUENT WATER

4) WEIRS AND/OR SPILL BOXES ARE REQUIRED IN THE

THAN 1V ON 4H.

3) DIKE SHALL BE CONSTRUCTED WITH SIDE SLOPES NO STEEPER

MARSH FILL.

POSSIBLE TO MINIMIZE REQUIRED BORROW FOR

2) EXTERIOR BORROW SHALL BE MAXIMIZED WHERE

SHOWN.

1) DIKE ALIGNMENT DEFINED BY C/L COORDINATES

NOTES:

(FROM PLAINS AS-BUILT)

12" CRUDE P/L

PLAINS ALL AMERICAN

(FROM PLAINS AS-BUILT)

(ABANDONED/ IDLE IN PLACE)

6" CRUDE P/L

PLAINS ALL AMERICAN

O O

ABANBDONED/ IDLE CRUDE P/L

ACTIVE CRUDE P/L

50' MIN

BORROW

Y 283240.74

50' MIN

T P

C -1

A M

E N

D .d g n

W P -1

-C -X

X X

H -1

-4

S .A .C

K E

H J

O 'C

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

W P -1

-B -0

P I

E R

B A

T O

N R

O U

G E T

O T

H E G

U L F

H E

A D O

F P

A S

S E

P L

A Q

U E

E S P

A R

H L

J U

L Y

H O

P P

E R D

R E

D G

E D

P O

S A

L A

R E

A P

R O J E

C T -2

H A

R D B

R O

U S

S A

R D

-7

-6

-5

-5 -5

-5

-4

-3

- TO BE VERIFIED)

(FROM PERMIT AND HTSI

12" GAS P/L

GULF SOUTH CO/BOARDWALK

291,000 291,000

°2

' 0

°2

' 0

°2

29°17' 0"

C-11

G E D

P O

S A

L A

R E

P L

A N S

P A

H P

A S

0 4

B /L S

T A

B /L S

T A

B /L S

T A

B /L S

T A

B /L S

T A

BASELINE COORDINATES

STATION X COORDINATE Y COORDINATE

0+00 3,899,908.29 282,779.21

1+78.66 3,900,086.62 282,768.37

20+83.24 3,901,987.16 282,892.37

48+01.27 3,904,636.49 283,499.53

56+00.00 3,905,364.66 283,827.74

3,900,211.49

3,901,958.44

283,939.26

Y COORDINATE

282,971.94

283,085.91

283,685.37

50+52.14 3,905,137.52

X COORDINATE

3,904,574.26

STATION

0+00

17+50.67

44+34.30

C /L S

T A

C /L S

T A

C /L S

T A

0 C /L S

T A

80' 200'

450'

SPR1U

SPR2U

SPR3U

450'

200'

80'

RIDGE CENTERLINE COORDINATES

(FROM PLAINS AS-BUILT)

12" CRUDE P/L

PLAINS ALL AMERICAN

(FROM PLAINS AS-BUILT)

(ABANDONED/ IDLE IN PLACE)

6" CRUDE P/L

PLAINS ALL AMERICAN

50' MIN

A N

D R

E V

E D L

E G

E N

B A

S E

D O

F F O

F P /L A

S -B

T I

N F

P L

S P /L 'S

R E

E D P

O L

Y G

D E

D A

S -B

T L

O C

A T

N S O

F /1 /1

W B

T P

C -1

A M

E N

D .d g n

NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND

INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983

LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY

AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH

DASHED TICKS.

PREPARED FROM AERIAL PHOTOS FLOWN IN 2015.

SCALE

0 200' 400'

DIKE

BORING

LEGEND:

MARSH AND RIDGE PLATFORMS

RIDGE CREST

690'

40'

6.) ELEVATIONS SHOWN FROM SURVEY TAKEN AUGUST 2015.

DESIRED PROJECT FOOTPRINT.

BASED ON COR APPROVAL, TO MAXIMIZE FILL WITHIN THE

ADJACENT OPEN WATER AREAS (NORTH/WEST) IS ALLOWED

MATERIAL, AND/OR OTHER MEANS. OVERFLOW SPILLAGE INTO

DISCHARGE MATERIAL, MECHANICAL REHANDLING OF DISCHARGED

REQUIRE BAFFLE PLATES AT DISCHARGE, PROPERLY DIRECTING

5) TOTAL FILLING OF DESIRED MARSH PLATFORM SHALL

EQUIPMENT AT CROSSING LOCATION.

WILL REQUIRE EARTHEN COVER, MATTING, OR FLOATING OF

4) CROSSING OF P/L ACROSS THE RIDGE/MARSH PLATFORM

REHANDLING/SHAPING OF DREDGED MATERIAL.

3) RIDGE CONSTRUCTION WILL REQUIRE MECHANICAL

BASELINE ALIGNMENT/STATIONING PROVIDED BELOW.

2) EXISTING AND REQUIRED SURVEYS REFERENCE

ON C/L COORDINATES PROVIDED IN TABLE BELOW.

1) RIDGE CONSTRUCTION ALIGNMENT SHAL BE BASED

NOTES:

CORRIDOR

ACCESS

PIPELINE

DREDGE

ACTIVE GAS P/L

O O

ABANBDONED/ IDLE CRUDE P/L

ACTIVE CRUDE P/L

File details come from the government source that posted it. Updated Nov 14, 2017.