W912P820B0049 AM_0002.pdf

ED-18-074

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

The above numbered solicitation for Houma Navigation Canal Inland Channel Maintenance Dredging, is hereby amended to provide updated solicitation documents and establish a new bid opening date.

Bids are due 13 June 2022, 10:30AM Local Time, with the Bid opening at 11:00AM Local Time

ALL CONTRACTOR QUESTIONS MUST BE RECEIVED BY 10:00AM LOCALTIME, TUESDAY MAY 31, 2022. THE GOVERNMENT IS

UNDER NO OBLIGATION TO PROVIDE A REPONSE TO LATE QUESTIONS.

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.

1. CONTRACT ID CODE PAGE OF PAGES

1 26

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

16C. DATE SIGNED

BY 24-May-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P820B0049

X 9B. DATED (SEE ITEM 11)

25-Aug-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 you 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 APPROPRIATION DATA (If required)

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

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

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-May-2022

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P820B0049

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0002

STANDARD FORM 1442

BLOCK 11. Change “115 calendar days” to “140 calendar days”.

SECTION 00010

Pages 0003, 0004, 0005, and 0006. Delete these pages in their entirety and substitute the attached revised pages 0003, 0004, 0005, and 0006 therefore.

SECTION 00700

1. Page 34/235, 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK. Delete this paragraph in its entirety and substitute the following therefore:

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

1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 140 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

NOTE: The term “work” includes tasks such as submission of submittals, performance of preliminary and/or BD surveys, and does not have to be dredging.”

2. Page 34/235, 52.211-5000 EVALUATION OF SUBDIVIDED ITEMS. Delete this paragraph in its entirety.

3. Page 35/235, 52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES, SUBDIVIDED

ITEMS. Delete this paragraph in its entirety.

4. Page 41/235, 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE

SCHEDULE. Delete this paragraph in its entirety.

WAGE RATES

Page 48/235. Delete Wage Rates, “General Decision Number: LA20200007 01/03/2020” current Wage Rates will be established by amendment.

SECTION 01100

1. Page 3, subparagraph 2(e). Delete this subparagraph in its entirety and substitute the following therefore:

“(e) Safety Sign. The Contractor shall furnish, erect, and maintain a safety sign at the site where indicated by the Contracting Officer. The sign shall conform to the requirements of this paragraph and the drawing included at the end of these General

Provisions. The lettering shall be black, the castle red, green safety circle and cross, and the background white. Upon request, the Government will furnish two (2) decals of the engineer castle. When placed on a floating plant, the sign may be half size. The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current. No separate payment will be made for construction and erection of the safety sign and all costs in connection therewith will be considered an incidental obligation of the Contractor. The sign coordinator is Timothy Lacoste, phone: 504-862-2663, email:

timothy.m.lacoste@usace.army.mil.

2. Page 14, paragraph 17. Delete this paragraph in its entirety and substitute the following therefore:

“17. VECTOR CONTROL

For the purpose of vector control, the Contractor shall drain the disposal area so as not to allow the ponding of water after final use of the area. The Contractor shall not allow drain water to enter private property. The Contractor shall take any action(s) necessary, to include ditching or harrowing. Breaching of either existing interior or exterior dikes, to ensure that disposal areas do not become mosquito breeding areas is prohibited. Cost incurred for vector control in the designated disposal areas shall be included in the applicable contract unit price for "Dredging C/L Sta. 75+00 to 245+00", "Dredging C/L Sta. 585+00 to 700+00", "Dredging

C/L Sta. 810+00 to 905+00", and/or "Dredging C/L Sta. 310+00 to 375+00 – OW1”, if

Optional Work 1 is exercised.”

3. Page 17, add the following new provision as:

“24. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This clause does not apply to terminations.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or Subcontractor at any tier mailto:timothy.m.lacoste@usace.army.mil shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the Contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineering Pamphlet (EP) 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region III.

Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d) (ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the Contracting Officer will request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate.

NOTE1: Costs for repairs or overhauling are not allowed.

NOTE 2: A copy of the “EQUIPMENT OWNERSHIP AND OPERATING EXPENSE

SCHEDULE” for Region III can be obtained from the following website:

https://www.publications.usace.army.mil/Portals/76/Users/182/86/2486/EP%201110-1-

8_RV1-12.pdf?ver=x6psY-gBPGg5dSOqQdjEMg%3d%3d “

SECTION 01 45 00.15 10

Page 3, paragraph 1.5, the Recommended RMS System Requirements Table. a. In the 9th row, change “minimum 4 Mbs per user” to “minimum 10 Mbs per user”, b. In the 11th row, change “Windows 7 x 64 bit (RMS requires 64 bit O/S) or newer (REQUIRED)” to “Windows

10 or Windows 8, 64 bit OS or newer”.

https://www.publications.usace.army.mil/Portals/76/Users/182/86/2486/EP%201110-1-8_RV1-12.pdf?ver=x6psY-gBPGg5dSOqQdjEMg%3d%3d https://www.publications.usace.army.mil/Portals/76/Users/182/86/2486/EP%201110-1-8_RV1-12.pdf?ver=x6psY-gBPGg5dSOqQdjEMg%3d%3d

SECTION 01 57 20.01 12

1. Page 3, paragraph 1.3.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.3.1 Environmental Protection

No separate measurement or payment will be made for environmental protection including protection of fish and wildlife, except for "Bird Nesting Prevention and Avoidance Measures –

OW2" (if Optional Work 2 is exercised). Payment for the work covered under this section shall be distributed throughout the existing bid items.”

2. Page 3, paragraph 1.3.4. Delete this paragraph in its entirety and substitute the following therefore:

“1.3.4 Bird Nesting Prevention and Avoidance Measures

Measurement for providing bird nesting prevention and avoidance measures will be per day satisfactorily performed. Payment will be made at the contract unit price per day for "Bird

Nesting Prevention and Avoidance Measures – OW2", if Optional Work 2 is exercised. Price and payment shall constitute full compensation for furnishing all equipment, labor, materials, supplies, supervision, and all operations incidental thereto.”

SECTION 02 21 10.00 12

1. Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following therefore:

“1.2 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for surveys. The cost of the surveys required by this section shall be included in the applicable contract unit price per cubic yard for "Dredging C/L Sta. 75+00 to 245+00", "Dredging C/L Sta. 585+00 to 700+00", "Dredging

C/L Sta. 810+00 to 905+00", or "Dredging C/L Sta. 310+00 to 375+00 - OW1", if Optional

Work 1 is exercised.”

2. Page 7, paragraph 3.1.3. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.3 Preliminary Field Surveys

Prior to taking any original cross-sections, the Contractor shall run a controlled Preliminary

Field Surveys of the Base dredging reaches: "Dredging C/L Sta. 75+00 to 245+00", “Dredging

C/L Sta. 585+00 to 700+00”, and "Dredging C/L Sta. 810+00 to 905+00", locating all towers, buoys, channel markers, structures, pipelines, and all P.I., P.C., and P.T. locations within the limits of the work. The Contractor shall also run preliminary field survey(s) of any optional dredging reach or reaches, if and when awarded. In addition, controlled cross sections of the channel 500-feet in width or from waters edge to waters edge, whichever is less, shall be taken every 1000-feet along the channel centerline and at all PC's, PT's, and pipelines within the limits of dredging and extend a minimum of 2000-feet beyond the limits of dredging, as shown on the contract drawings. These surveys shall be performed in accordance with the specifications stated in the following paragraph. The data from this survey shall be plotted on a layout sheet (Track Plotter Chart) showing the ranges plotted in plan view, along with all day marker, buoy, and pipeline locations. All data obtained in this survey shall also be furnished in ASCII format. The cross sections shall also be plotted with the theoretical dredging template superimposed upon the cross sections. This survey data shall be submitted to the

Contracting Officer for review. The Contractor shall allow five (5) calendar days for determination/verification of the final channel alignment by the Contracting Officer. The

Contractor shall not proceed with any dredging work until the Contracting Officer determines/verifies the final channel alignment and furnishes this information to the

Contractor. Towers, buoys, channel marker locations, and pipeline sign/markers shall be noted on the required As-Built drawings.”

SECTION 35 20 23.00 12

1. Page 3, paragraphs 1.2.1 and 1.2.2. Delete these paragraphs in their entirety and substitute the following therefore:

“1.2.1 Quantity Surveys

A survey of the sites for dredging shall be made in accordance with the provisions of Section

02 21 10.00 12 SURVEYS and all measurements to determine dredging quantities will be based on the "before and after dredging" cross sections described therein. The soundings and contours shown on the contract drawings are representative of conditions that existed in

September 2021 and do not necessarily represent existing conditions. The elevations shown thereon shall be verified or corrected by the "before dredging" surveys. Determinations of quantities to be paid for in the area specified, after having once been made, will not be reopened.

1.2.2 After Dredging Profiles

Should the acceptance profiles and/or soundings described in Section 02 21 10.00 12

SURVEYS, paragraph "After Dredging Profiles", disclose any lack of the required dimensions, the Contractor shall redredge the area at no additional expense to the Government.

After redredging, the required dimensions shall be verified by rerunning the profiles.

Redredging shall be performed until the acceptance profiles and/or soundings show that the required dimensions have been obtained.”

2. Page 5, paragraphs 1.3.2, 1.3.3 and 1.3.4. Delete these paragraphs in their entirety and substitute the following therefore:

“1.3.2 Dredging

Payment for dredging will be made at the applicable contract unit price per cubic yard for

"Dredging C/L Sta. 75+00 to 245+00", "Dredging C/L Sta. 585+00 to 700+00", "Dredging

C/L Sta. 810+00 to 905+00", or "Dredging C/L Sta. 310+00 to 375+00 - OW1", if Optional

Work 1 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor and materials and performing all work for surveying, including any additional soundings that may be directed, excavation, disposal of materials, furnishing diesel or gas powered crewboats fully operated, aluminum skiff fully operated, furnishing survey vessel(s) as required in Section 02 21 10.00 12 SURVEYS, pollution control, dredge effluent disposal, furnishing and maintaining radio and telephone communications equipment, vector control, and all operations incidental thereto.

1.3.3 Disposal Area Staging Preparation

Payment for disposal area staging preparation will be made at the contract job price for

"Disposal Area Staging and Preparation C/L Sta. 810+00 to 905+00. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, earthen fill and placement, timber mat materials and placement, vehicular ramp crossing dredge pipeline on levee materials and construction, and all other work incidental thereto.

1.3.4 Dike Construction

Payment for dike construction, dike refurbishment, maintenance of dikes and weirs, shall be made at the applicable contract job price for "Dike Construction C/L Sta. 75+00 to 245+00", "Dike Construction C/L Sta. 585+00 to 700+00”, "Dike Construction C/L Sta. 810+00 to

905+00”, or “Dike Construction C/L Sta. 310+00 TO 375+00 - OW1", if Optional Work 1 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, and materials and performing all work needed to construct, re-construct, and maintain dikes, as necessary, and all operations incidental thereto.”

3. Page 10, paragraph 3.1.2. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.2 Hydraulic Cutterhead Dredging

Hydraulic cutterhead dredging operations shall be performed within the limits of work C/L

Station 24+76, Mile 36.5 to C/L Station 1000+00, Mile 18.0. All work shall be performed as specified herein and as shown on the contract drawings.”

4. Page 218/235, MVN FORM 4267. Delete this form in its entirety and substitute the attached revised MVN FORM 4267 therefore.

SECTION 35 20 23.33

Page 3, paragraph 1.3. Delete this paragraph in its entirety and substitute the following therefore:

“1.3 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the installation, operation, and maintenance of the DQM-certified system as specified herein for the duration of the dredging operations. All costs in connection therewith shall be considered a subsidiary obligation of the

Contractor and shall be included in the applicable contract unit price for "Dredging C/L Sta.

75+00 to 245+00", "Dredging C/L Sta. 585+00 to 700+00”, "Dredging C/L Sta. 810+00 to

905+00”, or "Dredging C/L Sta. 310+00 to 375+00 - OW1", if Optional Work 1 is exercised.”

DRAWINGS

SHEET IDENTIFICATION Nos. G-03, and C-01 through C-11. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G-03, and C-01 through C-11 therefore.

00010-3 Ed 18-074

SECTION 00010 – BIDDING SCHEDULE

Houma Navigation Canal Inland Channel Maintenance Dredging

Terrebonne Parish, LA

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 01 JOB

0002 Dredging - C/L Sta. 75+00 to 245+00

0002AA First 120,000 CY 120,000 CY

0002AB All Over 120,000 CY 30,000 CY

0003 Dike Construction - C/L Sta. 75+00 to 245+00 01 JOB

0004 Dredging - C/L Sta. 585+00 to 700+00

0004AA First 160,000 CY 160,000 CY

0004AB All Over 160,000 CY 41,000 CY

0005 Dike Construction - C/L Sta.

585+00 to 700+00 01 JOB

0006 Dredging - C/L Sta. 810+00 to 905+00

0006AA First 70,000 CY 70,000 CY

0006AB All Over 70,000 CY 18,000 CY

Disposal Area Staging and Preparation - C/L Sta. 810+00 to 905+00

01 JOB

0008 Dike Construction - C/L Sta.

810+00 to 905+00 01 JOB

TOTAL BASE WORK: $

OPTIONAL WORK 1 (OW1)

0009 Dredging - C/L Sta. 310+00 to

375+00 - OW1

0009AA First 61,000 Cubic Yards 61,000 CY

0009AB All Over 61,000 Cubic Yards 15,000 CY

0010 Dike Construction - C/L Sta.

310+00 to 375+00 - OW1 01 JOB

TOTAL OW1: $

00010-4 Ed 18-074

OPTIONAL WORK 2 (OW2)

0011 Bird Nesting Prevention and Avoidance Measures – OW2 50 Days

TOTAL OW2: $

TOTAL BASE WORK + OW1 + OW2: $

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPaym ent.aspx

NOTE 5: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as Optional Work Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the Option Work Items by written notice to the Contractor. If the Government activates an Option Items, the activation will occur while the Contractor’s plant is within the limits of work. No additional mobilization/ demobilization will be paid to the Contractor for the Optional work. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

00010-5 Ed 18-074

5). Failure to bid on all items will result in a non-responsive bid.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that the Optional Work items are exercised under the terms of the contract, the time required for completion of the contract shall be as stipulated below for each Optional Work Item, in addition to the original contract duration of 140 calendar days established for the Base Work items specified in Section 00700 CONTRACT CLAUSES paragraph entitled

"COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK".

OW1: 20 calendar days OW2: 0 calendar days (performed concurrent with the BASE

WORK)

NOTE 8: Should any Optional Work be awarded under this contract, the duration(s) allowed for the awarded Optional Work Item(s) will not extend the duration allowed for completion of the BASE work.

00010-6 Ed 18-074

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0002, 0004, 0006, and 0009 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019) - AFARS 5152.211- 9001).

This variation in estimated quantities clause is applicable only to item Nos. 0002, 0004, 0006, and 0009.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0002, 0004, 0006, and 0009 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0002, 0004, 0006, and 0009 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-

18, VARIATION IN ESTIMATED QUANTITY.

(End of Clause)

NAME AND TYPE PIPELINE

TYPE (walking, carriage, wires):

OTHER TOTAL SHIFTS PER DAY

AUTH.

DIMENSIONS

> WIDTH OF SWING

> WIDTH OF SWING

C/L STATIONS > WIDTH OF SWING

GMS/liter GMS/liter

TYPE

TYPE

MM TYPE

AMOUNT

AVERAGE WIDTH OF CUT (SWING) FEET

TOTAL ADVANCE THIS PERIOD FEET

TOTAL ADV. PREVIOUS TO THIS PERIOD FEET BOOSTER (in line) :

TOTAL ADVANCE TO DATE FEET

TOTAL LENGTH OF DISCHARGE PIPE: *SEE REVERSE SIDE HANDLING PIPE LINES HPL

AVERAGE LIFT FEET HANDLING ANCHOR LINES HAL

AVERAGE PUMP SPEED R.P.M. CLEARING PUMP AND PIPE LINE CPPL

AVERAGE GROSS CY'S DREDGED / PER PUMP HRS. CY/HR CLEARING CUTTER OR SUCTION HEAD CCSH

SCOWS LOADED NUMBER WAITING FOR SCOWS WFS

CY TO AND FROM WHARF OR ANCHORAGE TFWA

CHANGING LOCATION OF PLANT ON JOB CLPJ

CUBIC YARDS REMOVED LOSS DUE TO OPPOSING NATURAL ELEMENTS LDNE

LOSS DUE TO PASSING VESSELS WVP

(1) CREDITED (pay place) SHORE LINE AND SHORE WORK SLSW

(2) GROSS (computed amount) WAITING FOR BOOSTER WFB

MINOR OPER. REPAIRS (explain in remarks) MOR

(1) CREDITED (pay place) WAITING FOR ATTENDANT PLANT WAP

(2) GROSS (computed amount) PREPARATION AND MAKING UP TOW PMUT

TRANSFERRING PLANT BETWEEN WORKS TPBW

(1) CREDITED (pay place) LAY TIME OFF SHIFT AND SATURDAYS LTOSS

(2) GROSS (computed amount) SUNDAYS AND HOLIDAYS SH

FIRE DRILL FD

MISCELLANEOUS (explain in remarks) MISC

TOTAL NON-EFFECTIVE WORKING TIME

DREDGE

TENDER #1

TENDER #2

SKIFF

CREW PCT OF TOTAL TIME IN PERIOD

SURVEY

BARGES

CRANE BARGE MAJOR REPAIRS AND ALTERATIONS

IDLER BARGE CESSATION

CUTTER-TYPE COLLISIONS

SPUD LENGTH MISCELLANEOUS (explain in remarks)

NUMBER OF TOTAL LOST TIME

INSPECTIONS PERCENTAGE OF TOTAL TIME

( ) NO

TOTAL TIME IN PERIOD 00:00

( ) YES

Version: Feb 2021

IDLER BARGE USED (Yes/No):

GRAIN SIZE

WIND (maximum velocity & direction)

BEFORE DREDGING

CONTRACTOR

AFTER DREDGING

MINIMUM

GAGE LOCATION

MAXIMUM

MINIMUM SOUNDING

OVERDEPTH

NUMBER OF

CREWMEMBERS

TIMETIME

(chargeable to cost of work)

LOST TIME

(not chargeable to cost of work)

AMOUNT DREDGED THIS PERIOD:

DISTRIBUTION OF TIMEWORK PERFORMED

EFFECTIVE WORKING TIME

NON-EFFECTIVE WORKING TIME

(chargeable to cost of work)

HIRED LABOR

TOTAL NUMBER OF DAYS ON

WHICH WORK WAS DONE:

(clear, cloudy, rain, snow, and fog)

PUMPING OR DREDGING

PCT. OF EFFECTIVE TIME

AFTER DREDGING

VISIBILITY

UNIT QUANTITY

REPORTS CONTROL SYMBOL

ENGCW-0-13

DAYS PER WEEK

CUTTER OR BUCKET

REPORT OF OPERATIONS -- PIPELINE, DIPPER OR BUCKET DREDGES

HORSEPOWER OF

DAILY[ ] [ ] [ ]NEW WORK

MAINTE-

NANCE [ ] [ ] ANNUAL

CHARACTER OF

REPORT

DREDGE

(Signature and Remarks

Required on reverse side)

NAME OR NUMBER

AMOUNT PREVIOUSLY REPORTED:

TOTAL AMOUNT DREDGED TO DATE:

PCT. OF NON-EFFECTIVE TIME

MVN FORM 4267

AVERAGE LOAD PER SCOW

CONTRACT USE

ONLY

TOTAL EFFECTIVE AND NON-EFFECTIVE

ITEM

BY DIV & OCE PERSONNEL

ATTENDANT PLANT

HOURS

(If "YES", explain under remarks on back)

BY DISTRICT PERSONNEL

HAS ANYTHING DEVELOPED WHICH MIGHT LEAD TO A

CHANGE ORDER OR CLAIM?

TIME

CHARACTER

OF

MATERIAL

(chargeable to cost of work)

CONTRACT OR

ORDER

NUMBER

WEATHER

CONDITION miles

AVERAGE

DEPTH

RIVER

STAGE

MM

NUMBER

BEFORE DREDGING

GEOLOGICAL

CLASSIFICATION

CHANNEL

CONDITION

ABSOLUTE DENSITY VOIDS RATIOIN PLACE DENSITY

ITEM

WIDTH

SUCTION PIPE JETDREDGE PUMP

RANGES - RT, CL, LT

RANGES - RT, CL, LT

RANGES - RT, CL, LTLOCATION

(INCLUDE STATIONS

NUMBERS)

SIZE

DREDGE ADVANCE MECHANISM

NO. OF TIMES AMOUNT

THRU: TO:

inch dia. disch.

PROPULSION

REPORT NO.

SHOREDREDGE

WORK SCHEDULE

FROM:

DIPPER OR BUCKET

DATE OR

PERIOD

cu. yds. cap.

COMPLETION

PROJECT

AND

ASSIGNMENT

DEPTH

FLOATING Marsh Trackhoes-30' Skidder Barges

PONTOONS Marsh Trackhoes-60'

Metal Metal Metal Marsh Buggies Breast

PVC PVC PVC Dozers Head

Flexifloat Other Other Front End Loaders Line

TOTAL LF Air Boats Other

ATV's

ELBOWS Stiff Y-Valves

Swivel Spreaders

SHORE START FINISH TOTAL TOTAL TOTAL

CONNECTION DATE DATE ACRES GROSS CYS CREDITED CYS ADVANCE FT

100% 70% 35% 0% 0% - MISC (Mob) TOTAL

BASE HRS 00:00

OPTION HRS 00:00

PREVIOUS HRS 00:00

TOTAL HRS 00:00

GAL.

GAL.

LBS.

GAL.

NAME: NAME: NAME:

TITLE: TITLE: TITLE:

Version: Feb 2021

SUMMARY OF DREDGE DISCHARGE PIPELINE, DISPOSAL AREAS and TIME BREAKDOWN

SUBMITTEDED BY (Name, title, and signature)

ATTENDANT PLANT

DREDGE DISCHARGE PIPELINE DISPOSAL AREA EQUIPMENT ANCHORING SYSTEMS

NAME/LOCATION

FUEL (diesel)

WATER

TOTAL COMBINED

DISCHARGE LF

REMARKS:

SHORE AMOUNTSUBMERGEDAMOUNT AMOUNT

REMARKS

LUBRICANT (grease)

RECOMMENDED BY (Name, title, and signature) APPROVED BY (Name, title, and signature)

MVN FORM 4267

ANCHORS

DISPOSAL AREA SUMMARY

COORDINATE

TIME BREAKDOWN

TODAY QUANTITY PREVIOUS QUANTITY

OPERATING SUPPLIES

QUANTITY TO DATE

LUBRICANT (oil)

Y

,9

.4

X ,4

,6

.2

.0

P .T . 5

Y

,3

.5

X ,4

,5

.3

.4

P .T . 3

Y

,9

.5

X

,4

,6

.8

.4

P .C . 4

Y ,0 .9

X ,4 ,8 .7

.2

P .C . 2

Y ,2 .6

X ,4 ,5 .8

.9

P .O .B . 1

L = 1978.61'

L =

47.

29'

R = 10,000.00'

R =

00.

00'

T = 992.55'

T =

94.

46'

D = 00°34'22.6"

D =

°52 '53 .3"

Az . 1

° 2

6' 7.

4" ( G eo de tic

= 11°20'11.7"

= 2 4°1

2'5 9.7

CURVE 2 DATA

CURVE 1

DATA

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

ELEV. -33.22 M.L.G.

10" SEWER LINE (S-1)

TERREBONNE PH CONSOL GOV

N

DISPOSAL AREA 3

0 500' 1000'

SCALE:1"=500'

C-01

P L

A N

:1

S -0

.d g n

ELEV. -28.0 M.L.G.

12" WATER LINE

TERREBONNE PH CONSOL GOV

ELEV. -21.5 M.L.G.

34 KV SUBMARINE CABLE

ENTERGY CORP.

ELEV. -25.0 M.L.G.

SUBMARINE CABLE

CHARTER COMMUNICATION

ELEV. -33.22 M.L.G.

10" SEWER LINE

TERREBONNE PH CONSOL GOV

3,476,0

3,478,0

3,480,0

3,482,0

3,484,0

3,476,0

3,478,0

3,480,0

3,482,0

3,484,0

3,486,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

90°43'20"

90°42'55"

90°42'30"

90°42' 5"

90°41'40"

90°43'20"

90°42'55"

90°42'30"

90°42' 5"

90°41'40"

90°41'15"

'3

'5

'2

'4

'1

'3

'5

'2

'4

'1

200-FT ACCESS CORRIDOR

DREDGE PIPELINE

C -0

M A

T C

H

X 3478920.005

Y 385789.485

X 3481547.386

Y 384385.778

X 3480910.973

Y 384292.890

STA.

4+

.9

W O

R K

LI

M

IT

O

F

APP

R

O

XI

M

ATE

STA.

5+

D R

ED

G

IN

G

LI

M

IT

O

F

APP

R

O

XI

M

ATE

R

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

N M

E N

T A

P R

S .J .T

A N

S I

D

IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

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IP

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N

C O

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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IN

E E

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N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

/0

/2

R

B R

O U

S S

A R

D

Az. 1 76° 3

9' 50 .1"( G eode tic )

M

IL

E

M

IL

E

M

IL

E

,9

.4

X ,4

,6

.2

.0

P .T . 5

Y

,6

.2

X ,4

,0

.6

.4

P .I. 6

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

N

0 500' 1000'

SCALE:1"=500'

C-02

P L

A N

:1

S -0

.d g n

ELEV. -33.22 M.L.G.

10" SEWER LINE (S-1)

TERREBONNE PH CONSOL GOV

STA. 0245+00

DREDGING

LIMIT OF

APPROXIMATE

3,474,0

3,476,0

3,478,0

3,480,0

3,482,0

3,474,0

3,476,0

3,478,0

3,482,0

3,484,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

90°43'45"

90°42'55"

90°42'30"

90°42' 5"

90°43'45"

90°43'20"

90°42'55"

90°42'30"

90°42' 5"

90°41'40"

'2

'5

'1

'4

'2

'5

'1

'4

DISPOSAL AREA 5 DISPOSAL AREA 6

M A

T

H

M A

T C

H

X 3479439.115

Y 369231.737

200- FT. ACCESS CORRIDOR

DREDGE PIPELINE

200- FT. ACCESS CORRIDOR

DREDGE PIPELINE

200- FT. ACCESS CORRIDOR

DREDGE PIPELINE

X 3480985.941

Y 374871.607

X 3480489.455

Y 374928.324

X 3480699.906

Y 372824.904

X 3480203.420

Y 372881.621

X 3480105.730

Y 368850.412

X 3479609.244

Y 368907.129

S .J .T

A

P R

R

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

N M

E N

T

A N

S I

D

IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

/0

/2

R

B R

O U

S S

A R

D

ELEV. -22.4 M.L.G.

SUBMARINE CABLE

SOUTH LA ELECT COOP ASSOC

ELEV. UNKNOWN

24" SEWER LINE

TERREBONNE PH CONSOL GOV

ELEV. UNKNOWN

16" GAS PIPELINE

ENLINK MIDSTREAM PARTNERS, LP

Az. 188° 09' 43.10"( Geodetic )

M

IL

E

M

IL

E

M

IL

E

,2

.0

X ,4

,6

.7

.3

P .I. 7

Y

,2

.6

X ,4

,4

.4

.5

P .I. 8

Az. 189° 30' 8.1"( Geodetic ) X 3477518.286

Y 356375.554

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

N

0 500' 1000'

SCALE:1"=500'

C-03

P L

A N

S -0

.d g n

:1

3,474,0

3,476,0

3,478,0

3,480,0

3,472,0

3,474,0

3,476,0

3,478,0

3,480,0

3,482,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

90°42'55"

90°42'30"

90°43'45"

90°43'20"

90°42'55"

90°42'30"

90°42' 5"

'5

'2

'4

'1

'3

'5

'2

'4

'1

'3

DISPOSAL AREA 9

DISPOSAL AREA 10

M A

T C

H C -0

M A

T C

H

X 3478556.472

Y 362791.665

EAGLE NEST #1

F T

F T

EAGLE NEST #2

STA. 0310+00

OPTIONAL DREDGING

APPROXIMATE LIMIT OF

STA. 0375+00

OPTIONAL DREDGING

APPROXIMATE LIMIT OF

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE CORRIDOR

200-FT. ACCESS

DREDGE PIPELINE

X 3477882.124

Y 353966.535

X 3477386.259

Y 354023.181

X 3477412.802

Y 350586.366

X 3476916.937

Y 350643.012

S .J .T

A

P R

R

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

N M

E N

T

A N

S I

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IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

S O

L

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N N

O

F

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A M

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D W

N B

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D B

Y

D E

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N E

D B

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N

D

2 3

C

4 5

A

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M A

R K

A P

P R

D A

T E

F

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E N

U M

B E

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S

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S U

B M

IT

T E

D B

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P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

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U .S

A R

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F E

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E E

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A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

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R

B R

O U

S S

A R

D

ELEV. UNKNOWN

10" GAS PIPELINE

ENLINK MIDSTREAM PARTNERS, LP

ELEV. UNKNOWN

8" GAS PIPELINE

ENTERPRISE PRODUCTS OPERATING, LLC

ELEV. UNKNOWN

16" GAS PIPELINE

ENLINK MIDSTREAM PARTNERS, LP

ELEV. UNKNOWN

20" GAS PIPELINE

GULF SOUTH PIPELINE

M

IL

E

M

IL

E

M

IL

E

,2

.8

X ,4

,8

.6

.7

P .I. 9

Az. 187° 38' 46.0"( Geodetic )

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

0 500' 1000'

SCALE:1"=500'

C-04

P L

A N

S -0

.d g n

:1

N

ACCESS CORRIDOR

DREDGE PIPELINE

DISPOSAL AREA 13

DISPOSAL AREA 16

3,470,0

3,472,0

3,474,0

3,476,0

3,478,0

3,474,0

3,476,0

3,478,0

3,480,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

90°44'10"

90°43'20"

90°42'55"

90°44'10"

90°43'45"

90°43'20"

90°42'30"

'2

'5

'1

'4

'3

'2

'5

'1

'4

'3

27 ACRES

TARGET AREA

OPEN WATER

11 ACRES

TARGET AREA

OPEN WATER

31 ACRES

OPEN WATER

M A

T

M A

T C

H

F T

EAGLE NEST #3

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

X 3475324.224

Y 341539.630

X 3474788.176

Y 341606.040

X 3474782.321

Y 336813.374

X 3474548.710

Y 336851.468 X 3474541.534

Y 337131.294

X 3473512.587

Y 337020.424

X 3473018.858

Y 337309.812

STA. 0585+00

DREDGING

LIMIT OF

APPROXIMATE

S .J .T

A

P R

R

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

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E N

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IDENTIFICATION

SHEET

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S O

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2 3

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US Army Corps

U .S

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T R

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T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

/0

/2

R

B R

O U

S S

A R

D

ELEV. -25.0 M.L.G.

30" GAS PIPELINE

COLUMBIA GULF TRANSMISSION

(ABANDONED IN PLACE)

ELEV. -27.0 M.L.G.

SUBMARINE CABLE

SOUTH LA. ELECTRIC COOP.

WELL MARIE MARMANDE #1

M

IL

E

M

IL

E

M

IL

E

,2

.5

X ,4

,2

.2

.2

P .I. 1

Y

,2

.6

X ,4

,5

.0

.5

P .I. 1

Y

,7

.5

X ,4

,3

.0

.9

P .I. 1

Az. 188° 11' 38.0"( Geodetic )

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

DISPOSAL AREA 21

N

0 500' 1000'

SCALE:1"=500'

C-05

P L

A N

:1

3,470,0

3,472,0

3,474,0

3,476,0

3,470,0

3,472,0

3,474,0

3,476,0

3,478,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

90°44'35"

90°43'45"

90°43'20"

90°42'55"

90°44'10"

90°43'45"

'5

'2

'4

'1

'3

'2

'4

'1

'3

30 ACRES

OPEN WATER

DISPOSAL AREA 16

22 ACRES

TARGET AREA

OPEN WATER

4 ACRES

TARGET AREA

OPEN WATER

6 ACRES

OPEN WATER

M A

T

M A

T C

H

X 3473273.706

Y 324155.242 X 3474834.322

Y 335547.845

F T

F T

EAGLE NEST #4

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

X 3474116.224

Y 332166.176

X 3473651.171

Y 332438.755 X 3472982.854

Y 327826.409

X 3473455.841

Y 327770.077

STA. 0585+00

DREDGING

LIMIT OF

APPROXIMATE

STA. 0700+00

OF DREDGING

APPROXIMATE LIMIT

S .J .T

A

P R

R

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

N M

E N

T

A N

S I

D

IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

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

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

/0

/2

R

B R

O U

S S

A R

D

ELEV. -24.0 M.L.G.

SUBMARINE CABLE (EXISTING)

SOUTH LA ELECT. COOP ASSOC.

ELEV. -43.0 M.L.G.

SUBMARINE CABLE (PROPOSED)

SOUTH LA ELECT. COOP ASSOC.

ELEV. -21.2 M.L.G.

12" PIPELINE

GULF SOUTH PIPELINE

M

IL

E

M

IL

E

,4

.5

X ,4

,8

.8

.3

P .T . 1

Y

,7

.6

X ,4

,5

.2

.7

P .C . 1

Az. 187° 49' 48.0" ( Geodetic )Az. 187° 01' 56.0" ( Geodetic )

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

DISPOSAL AREA 21

DISPOSAL AREA 23

0 500' 1000'

SCALE:1"=500'

C-06

P L

A N

:1

S -0

.d g n

ELEV. -24.0 M.L.G.

4" PIPELINE

GULF SOUTH PIPELINE

ELEV. -24.0 M.L.G.

6" PIPELINE

GULF SOUTH PIPELINE

(ABANDONED)

ELEV. -25.0 M.L.G.

2-4" WATER PIPELINE

DULAC MENHADIN

ELEV. -29.2 M.L.G.

6" PIPELINE

LA RESOURCES

N

3,464,0

3,465,0

3,466,0

3,467,0

3,468,0

3,469,0

3,470,0

3,471,0

3,472,0

3,473,0

3,466,0

3,467,0

3,468,0

3,469,0

3,470,0

3,471,0

3,472,0

3,473,0

3,474,0

3,475,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

,0

90°45'25"

90°45' 0"

90°44'35"

90°44'10"

90°43'45"

90°45' 0"

90°44'35"

'5

'1

'4

'3

'5

'1

'4

'3

M A

T C

H

C -0

M A T C

H X 3471990.088

Y 313230.760

INITIAL DISCHARGE POINT

INITIAL DISCHARGE POINT

INITIAL DISCHARGE POINT

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

X 3470680.793

Y 310328.918

X 3471228.179

Y 310266.257

X 3471899.914

Y 314381.395

X 3471397.569

Y 314438.781

X 3472649.416

Y 320390.663

X 3471969.884

Y 320468.290

STA. 0810+00

OF DREDGING

APPROXIMATE LIMIT

S .J .T

A

P R

R

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

N M

E N

T

A N

S I

D

IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

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

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

/0

/2

R

B R

O U

S S

A R

D

M

IL

E

M

IL

E

M

IL

E

,4

.0

X ,4

,5

.2

.4

P .T . 1

L = 6,445.67'

R = 11,079.93'

T = 3316.91'

Az. 154° 29' 57.8"( Geodetic )

D = 00°31'01.6"

= 33°19'53.0"

CURVE 3 DATA

STA. 0905+00

DREDGING

LIMIT OF

APPROXIMATE

T E

R R

E B

O N

N E P

A R

IS

H L

A

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

IN

L

A N

D C

H A

N N

E L

A U

G U

S T

M A

T C

H

0 500' 1000'

SCALE:1"=500'

C-07

P L

A N

:1

S -0

.d g n

DISPOSAL AREA 26

406 ACRES

TARGET AREA

OPEN WATER

3,472,500

3,474,000

3,475,500

3,478,500

3,472,500

3,474,000

3,475,500

3,477,000

3,478,500

3,465,000

3,466,500

3,468,000

3,469,500

3,471,000

3,465,000

3,466,500

3,468,000

3,469,500

3,471,000

,0

,5

,0

1, ,0

,5

,0

,5

,0

,0

,5

,0

,5

,0

1, ,0

,5

,0

,5

90° 42'55"

90° 43'45"

90° 42'55"

90° 45'25"

90° 45' 0"

90° 44'35"

90° 44'10"

90° 45'25"

90° 45' 0"

90° 44'35"

90° 44'10"

'1

'3

'2

'2

'4

'2

'4

'1

'3

E P

R

IN

T D

R A

W

IN

G T

O S

H O

W A

L

IG

N M

E N

T A

P R

S .J .T

STA. 1000+00

OF WORK

APPROXIMATE LIMIT

INITIAL DISCHARGE POINT

200-FT. ACCESS CORRIDOR

DREDGE PIPELINE

X 3470803.049

Y 304168.885

X 3471625.533

Y 304489.955

A N

S I

D

IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

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IP

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IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

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IP

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N

C O

N T

R A

C T N

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D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

S A

R A J

E A

N T

U R

N E

R

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E D -1

-0

H -1

-4

H -1

-4

J A

S O

N A

B

IN

E T P .E

S .J T

U R

N E

R W

P

B

/0

/2

R

B R

O U

S S

A R

D

M

IL

E

8M

IL

E

9M

IL

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