W912P825BA020 Amendment 0001.pdf

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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

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

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Section 00 01 15 - List of Drawing Sheets

The attachments table has changed from:

Identifier Document Name Document Description Reference Identifier

Date Line Item Page Numbers

Document Type

Provided Under Separate Cover

Attachment 1 Calcasieu Dredge Miles 17- 36_Specifications

Specification 16 Jul 2025 Attachment No

Attachment 2 Calcasieu Dredge Miles 17-36_Plans

Drawings 16 Jul 2025 Attachment No

To:

Identifier Document Name Document Description Reference Identifier

Date Line Item Page Numbers

Document Type

Provided Under Separate Cover

Attachment 1 Calcasieu Dredge Miles 17- 36_Specifications

Specification 16 Jul 2025 Attachment No

Attachment 2 Calcasieu Dredge Miles 17-36_Plans

Drawings 16 Jul 2025 Attachment No

Attachment 3 Detailed Changes Amd 0001

Attachment 3 Detailed Changes Amd

20 Aug 2025 Attachment No

Attachment 4 Bid Schedule Amd 0001

Attachment 4 Bid Schedule Amd 0001 20 Aug 2025 Attachment No

Attachment 5 Survey Quantities Amd 0001

Attachment 5 Survey Quantities Amd

20 Aug 2025 Attachment No

Attachment 6 Plans Amd 0001

Attachment 6 Plans Amd 0001 20 Aug 2025 Attachment No

The following contract documents were added:

Attachment 3 Detailed Changes Amd 0001 Attachment 4 Bid Schedule Amd 0001 Attachment 5 Survey Quantities Amd 0001 Attachment 6 Plans Amd 0001

W912P825BA0200001

SPECIFICATIONS:

SECTION 00010

Page 00010-3 thru 7. Delete the Bidding Schedule in its entirety and substitute the attached revised Bidding Schedule, page 00010-3 thru 7.

SECTION 01100

Page 21, paragraph 29. Add the new paragraph “30. END AREA REPORT SURVEYS” after paragraph 29. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE in its entirety.

“30. END AREA REPORT SURVEYS

The end area report survey data of the Calcasieu River dated July 2025 is attachment at the end of the section.

SURVEYS COON ISLAND

SURVEYS DEVILS ELBOW

SURVEYS - MAIN CHANNEL”

DRAWINGS:

SHEET IDENTIFICATION. Delete drawing Nos. G-03, G-03A; C-16, C-17, C-18, C-19, C-20, C-21, C-22, C-23, C-24, C-25, C-26, C-27, C-28, C-29, C-30, C-31, C-32, C-33, C-34, C-35, C-36, and C-37 in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-03, G-03A; C-16, C-17, C-18, C-19, C-20, C-21, C-22, C-23, C-24, C-25, C-26, C-27, C-28, C-29, C-30, C-31, C-32, C-33, C-34, C-35, C-36, and C-37.

00010-3 ED 25-012

SECTION 00010 – BIDDING SCHEDULE

Calcasieu River and Pass, LA, Maintenance Dredging FY25

Mile 17.0 to Mile 36.0 Calcasieu and Cameron Parishes, LA

Item DESCRIPTION Estimated Quantity Unit Unit

Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 01 JOB

*0002 Dredging - Mile 17.0 to Mile 30.0

*0002AA First 2,000,000 CY 2,000,000 CY

*0002AB All Over 2,000,000 CY 1,000,000 CY

0003 Dike Construction CDF 1 01 JOB

0004 Dike Construction CDF 2 01 JOB

0005 Dike Construction CDF 3 01 JOB

0006 Dike Construction CDF 7 01 JOB

0007 Dike Construction CDF 8 01 JOB

0008 Dike Construction CDF 9 01 JOB

0009 Dike Construction CDF 10 01 JOB

00010 Dike Construction CDF 11 01 JOB

00011 Dike Construction CDF 12B 01 JOB

0012 Dike Construction CDF 13 01 JOB

0013 Dike Construction CDF 15 01 JOB

0014 Dike Construction CDF 17 01 JOB

0015 Dike Construction CDF 22 01 JOB

TOTAL BASE WORK: $

OPTIONAL WORK (OW) 1

*0016 Dredging – Mile 30.0 to Mile 34.0

– OW1

*0016AA First 400,000 Cubic Yards 400,000 CY

*0016AB All Over 400,000 Cubic Yards 150,000 CY

00010-4 ED 25-012

0017 Additional Dike Construction –

OW1 1 JOB

TOTAL OW 1: $

OPTIONAL WORK (OW) 2

*0018 Dredging - Mile 34.0 to Mile 36.0

– OW2

*0018AA First 60,000 Cubic Yards 60,000 CY

*0018AB All Over 60,000 Cubic Yards 30,000 CY

0019 Additional Dike Construction –

OW2 1 JOB

TOTAL OW 2: $

OPTIONAL WORK (OW) 3

*0020 Dredging – Coon Island – OW3

*0020AA First 80,000 Cubic Yards 80,000 CY

*0020AB All Over 80,000 Cubic Yards 20,000 CY

0021 Additional Dike Construction –

OW3 1 JOB

TOTAL OW 3: $

OPTIONAL WORK (OW) 4

0022 Dredging – Devil’s Elbow – OW4

*0022AA First 750,000 Cubic Yards 750,000 CY

*0022AB All Over 750,000 Cubic Yards 350,000 CY

0023 Additional Dike Construction –

OW4 1 JOB

TOTAL OW 4: $

OPTIONAL WORK (OW) 5

0024 Additional Mobilization and Demobilization – OW5 01 JOB

0025 Ditching/Draining CDF E – OW5 20,200 LF

0026 Ditching/Draining CDF M – OW5 17,200 LF

0027 Ditching/Draining CDF 22 – OW5 13,300 LF

TOTAL OW 5: $

OPTIONAL WORK (OW) 6

00010-5 ED 25-012

0028 Bird Nesting Prevention and Avoidance Measures – OW6 90 Days

TOTAL OW 6: $

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK:

* Denote changes from previous Bidding Schedule.

**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. This provision pertains to Bid Items 0016 thru 0028. The Government may require the delivery of, in whole or part, the Option Items. The Government may exercise the Option Items by written notice to the Contractor at any point between Notice to Proceed and contract completion. If the Government activates an Option Items, the activation will occur http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

00010-6 ED 25-012

while the Contractor's plant is within the limits of work. Bidders shall bid on all items including optional items (see "Evaluation of Options" FAR 52.217-5).

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).

** If an option is to be exercised at the time of contract award FAR 52.217-4 (Evaluation of Options Exercised at Time of Contract Award) shall be used in place of FAR 52.217-5.

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 280 calendar days established for the BASE WORK items specified in Section 00700 CONTRACT CLAUSES paragraph entitled

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

OW1: 181 calendar days OW2: 69 calendar days OW3: 21 calendar days OW4: 72 calendar days OW5: 25 calendar days OW6: 90 calendar days (performed concurrent with the BASE

WORK)

00010-7 ED 25-012

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

Item Nos. 0002, 0016, 0018, 0020, and 0022 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, 0016, 0018, 0020, and 0022.

(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, 0016, 0018, 0020, and 0022. 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, 0016, 0018, 0020, and 0022 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)

Stations Distance Area Volume Cum. Vol.

-03+76.93.TIN 138.3757 0

02+00.TIN 545.9746 287.53 4,325.81 4,325.81

08+00.TIN 599.9995 396.41 7,599.31 11,925.12

14+00.TIN 600.0005 337.31 8,152.52 20,077.64

20+00.TIN 600.0005 309.72 7,189.27 27,266.91

26+00.TIN 599.9985 232.79 6,027.90 33,294.81

32+00.TIN 600.0005 200.66 4,816.11 38,110.92

38+00.TIN 598.3286 0.00 2,203.22 40,314.14

44+00.TIN 597.5925 158.08 1,745.97 42,060.11

50+00.TIN 597.5987 103.37 2,888.68 44,948.80

56+00.TIN 597.5963 168.73 3,001.79 47,950.59

61+70.TIN 568.2767 41.87 2,208.59 50,159.18

65+63.TIN 307.2463 1,657.53 9,670.27 59,829.45

67+45.TIN 190.7881 630.05 8,082.29 67,911.73

69+65.TIN 199.5508 523.72 4,263.65 72,175.38

71+65.TIN 200.0112 1,214.91 6,439.76 78,615.14

72+55.TIN 90.00176 1,740.87 4,926.40 83,541.54

73+23.TIN 68.71791 170.28 2,432.04 85,973.58

JULY 2025 SURVEYS COON ISLAND

Station Distance Grade Area (sq ft)

Report Grade

Volume (CY)

Report Cumulative Volume (CY)

Cal Grade Volume (CY)

Grade Volume per

LF

Cal Cumulative Volume (CY)

6+00 0 2,913 0 0 0 0 FLARE BOTTOM STA 0+00 - 18+00 469,194

12+00 600 3,920 75,924 75,924 75,923 127 75,923 FLARE RED TOE STA 0+00 - 18+00 20,697.65 18+00 600 2,195 67,951 143,874 67,950 113 143,874 FLARE GREEN TOE STA 0+00 - 18+00 9,288.76 24+00 600 2,031 46,958 190,832 46,958 78 190,832 CHANNEL BOTTOM STA 24+00 - 102+00 254,920

30+00 600 1,353 37,604 228,436 37,604 63 228,436 TOTAL CY 754,101

36+00 600 1,079 27,024 255,461 27,024 45 255,460 42+00 600 598 18,630 274,091 18,630 31 274,091 48+00 600 522 12,440 286,531 12,440 21 286,531 54+00 600 362 9,825 296,356 9,825 16 296,355 60+00 600 459 9,130 305,486 9,130 15 305,486 66+00 600 768 13,603 319,090 13,637 23 319,122 72+00 600 1,289 22,861 341,950 22,860 38 341,983 78+00 600 839 23,647 365,597 23,647 39 365,630 84+00 600 463 14,466 380,063 14,465 24 380,095 90+00 600 306 8,549 388,612 8,549 14 388,644 96+00 600 201 5,643 394,255 5,635 9 394,279 102+00 600 213 4,540 398,795 4,597 8 398,876 108+00 600 34 2,741 401,536 2,741 5 401,616 114+00 600 38 798 402,334 798 1 402,414 120+00 600 130 1,767 404,101 1,863 3 404,277 126+00 600 4 1,456 405,556 1,485 2 405,763 132+00 600 0 45 405,601 45 0 405,808 138+00 600 0 0 405,601 0 0 405,808 140+00 200 22 81 405,683 81 0 405,889 142+00 200 53 279 405,962 279 1 406,168 144+00 200 98 561 406,522 561 3 406,729 146+00 200 55 566 407,088 566 3 407,295 148+00 200 43 361 407,450 361 2 407,657 150+00 200 378 1,560 409,009 1,560 8 409,216 151+83 183 10,562 37,074 446,084 37,076 203 446,292

JULY 2025 SURVEYS DEVILS ELBOW

Location Mile-to-Mile Qty Cumulative Qty Miles CY

RM 17 14332.77206 14332.77206 17-30 2,028,004.82

RM 18 180713.0634 195045.8355 30-34 412,974.39

RM 19 59189.0447 254234.8802 34-36 69,941.79

RM 20 188745.2749 442980.1551

RM 21 251574.6111 694554.7662

RM 22 268051.7774 962606.5436

RM 23 166706.2365 1129312.78

RM 24 152370.8112 1281683.591

RM 25 173093.5376 1454777.129

RM 26 160229.9832 1615007.112

RM 27 122049.8262 1737056.938

RM 28 147478.6308 1884535.569

RM 29 78784.4082 1963319.977

RM 30 64684.84699 2028004.824

RM 31 166513.1115 2194517.936

RM 32 69589.05829 2264106.994

RM 33 78043.67314 2342150.667

RM 34 98828.54311 2440979.21

RM 35 64622.61589 2505601.826

RM 36 5319.177561 2510921.004

STA Distance Area Volume

889+00.TIN 719.1309814 0

895+00.TIN 600.00 963.4247666 18694.92

901+00.TIN 600.01 1206.369513 24109.04

907+00.TIN 600.00 1093.311694 25551.82

913+00.TIN 600.00 944.0709357 22637.6

919+00.TIN 600.00 789.572385 19262.71

925+00.TIN 600.00 832.1118276 18018.57

931+00.TIN 600.01 945.896893 19755.83

937+00.TIN 600.00 988.5386295 21493.58

943+00.TIN 600.01 646.3778763 18165.9

949+00.TIN 600.00 521.9150184 12980.93

955+00.TIN 600.01 692.6586687 13495.38

961+00.TIN 600.00 413.6951319 12292.73

967+00.TIN 600.01 506.6578431 10226.24

973+00.TIN 600.00 254.2320973 8454.268

979+00.TIN 600.01 10.69558187 2943.667

985+00.TIN 600.00 1.181423895 131.9657

991+00.TIN 600.00 0 13.12683

997+00.TIN 600.01 172.3371557 1914.874

1003+00.TIN 600.00 832.0039384 11159.26

1009+00.TIN 600.01 870.3806837 18915.55

1015+00.TIN 600.00 862.4947033 19254.04

1021+00.TIN 600.01 762.718299 18058.08

1027+00.TIN 600.00 1075.849445 20428.37

JULY 2025 SURVEYS - MAIN CHANNEL

JULY 2025 SURVEYS - MAIN CHANNEL

1033+00.TIN 600.01 1137.217711 24589.85

1039+00.TIN 600.00 1420.686623 28420.94

1045+00.TIN 600.01 1113.47777 28157.63

1051+00.TIN 600.00 799.0224439 21249.84

1057+00.TIN 600.01 606.8172493 15620.58

1063+00.TIN 600.00 1265.160266 20799.59

1069+00.TIN 600.00 1209.506721 27496.09

1075+00.TIN 600.01 1408.685049 29091.28

1081+00.TIN 600.00 1230.449129 29323.49

1087+00.TIN 600.01 1287.846587 27981.31

1093+00.TIN 600.00 1577.0952 31832.44

1099+00.TIN 600.01 1684.144692 36236.32

1105+00.TIN 600.00 1648.699591 37031.32

1111+00.TIN 600.01 1713.155777 37354.28

1117+00.TIN 600.00 1671.952555 37612.03

1123+00.TIN 600.01 1570.485376 36027.44

1129+00.TIN 600.00 1438.213101 33429.73

1135+00.TIN 600.01 1178.278957 29072.39

1141+00.TIN 600.00 1154.479156 25919.34

1145+00.TIN 400.00 1337.708594 18460.81

1151+00.TIN 600.00 1041.948586 26440.43

1157+00.TIN 600.01 853.8448117 21064.56

1163+00.TIN 600.00 438.9294254 14364.05

1169+00.TIN 600.00 295.5868754 8161.229

1175+00.TIN 600.01 810.6192252 12291.29

1181+00.TIN 599.01 1006.743909 20073.83

1187+00.TIN 598.88 1383.723714 26410.19

1193+00.TIN 598.89 935.5674489 25660.92

1199+00.TIN 599.15 1121.206912 22777.19

1205+00.TIN 600.00 903.0491799 22491.7

1211+00.TIN 600.00 688.169891 17680.28

1217+00.TIN 600.00 713.7486106 15576.84

1223+00.TIN 600.00 883.8828212 17751.43

1229+00.TIN 599.03 750.2714111 18088.2

1235+00.TIN 598.90 825.104079 17412.44

1241+00.TIN 598.88 1004.270413 20164.59

1247+00.TIN 599.91 805.317052 20083.9

1253+00.TIN 599.77 469.0187394 14146.14

1259+00.TIN 595.46 786.0550917 13701.11

1265+00.TIN 595.57 1003.729774 19540.21

1271+00.TIN 595.58 931.1206544 21139.16

1277+00.TIN 595.45 798.5135396 18898.88

1283+00.TIN 599.84 1097.35963 21031.98

1289+00.TIN 600.00 969.5501214 22965.59

1295+00.TIN 600.00 990.9273406 21783.01

1301+00.TIN 600.00 809.0818111 20000.04

1307+00.TIN 600.01 633.9946954 16034.33

1313+00.TIN 600.00 812.1186005 16067.88

1319+00.TIN 600.00 863.7953978 18621.21

1325+00.TIN 599.97 851.8687589 19061.82

1331+00.TIN 598.89 615.8668604 16247.81

1337+00.TIN 598.89 849.841272 16195.11

1343+00.TIN 598.88 901.9718196 19366.08

1349+00.TIN 599.50 843.2195632 19338.54

1355+00.TIN 600.00 838.4270617 18684.94

1361+00.TIN 600.00 816.374735 18386.68

1367+00.TIN 600.00 836.9470727 18370.24

1373+00.TIN 600.00 743.5022469 17560.52

1379+00.TIN 600.00 660.6051477 15601.19

1385+00.TIN 600.00 496.0547005 12851.76

1391+00.TIN 600.00 614.8341299 12343.2

1397+00.TIN 600.00 704.171375 14655.6

1403+00.TIN 600.00 636.8440155 14900.17

1409+00.TIN 596.70 398.4423381 11449.9

1415+00.TIN 589.55 727.3549196 12245.8

1421+00.TIN 589.74 620.1875826 14570

1427+00.TIN 589.42 437.3091598 11398.49

1433+00.TIN 599.84 1097.714572 17035.12

1439+00.TIN 599.99 765.0736906 20697.45

1445+00.TIN 600.01 491.2461843 13959.23

1451+00.TIN 599.99 295.395012 8740.373

1457+00.TIN 598.67 928.8821076 13521.52

1463+00.TIN 602.39 989.4075223 21320.94

1469+00.TIN 605.37 1159.83285 24102.32

1475+00.TIN 602.83 611.1775946 19825.58

1481+00.TIN 598.51 440.5248796 11671.49

1487+00.TIN 600.00 372.3288146 9031.766

1493+00.TIN 600.00 325.5943719 7754.678

1499+00.TIN 600.00 404.0031824 8106.622

1505+00.TIN 599.88 776.6792713 13098.12

1511+00.TIN 595.19 61.87804442 8857.279

1517+00.TIN 597.49 303.9985244 4020.919

1523+00.TIN 597.51 412.6349362 7880.452

1529+00.TIN 597.51 415.7493521 9115.029

1535+00.TIN 597.45 231.1517223 7127.379

1541+00.TIN 599.02 273.4629174 5589.95

1547+00.TIN 600.00 102.0170385 4171.971

1549+00.TIN 200.00 74.19619306 652.6549

1551+00.TIN 200.00 90.27745091 609.1493

1553+00.TIN 200.00 66.13968416 579.322

1555+00.TIN 200.00 157.2815806 827.4872

1557+00.TIN 200.00 138.6601108 1096.096

1559+00.TIN 200.00 204.1116097 1269.527

1561+00.TIN 200.00 339.6057403 2013.754

1563+00.TIN 200.00 368.2464447 2621.728

1565+00.TIN 200.00 433.7663739 2970.358

1571+00.TIN 600.00 324.861266 8429.194

1577+00.TIN 600.00 939.783749 14051.61

1583+00.TIN 600.00 849.4560214 19880.31

1589+00.TIN 600.01 612.0456224 16239.07

1595+00.TIN 600.00 657.3907946 14104.85

1601+00.TIN 600.00 888.7626931 17179.37

1607+00.TIN 600.00 1114.138531 22254.61

1613+00.TIN 600.00 1232.582775 26074.63

1619+00.TIN 600.00 826.5017207 22878.68

1625+00.TIN 600.00 813.2692279 18219.8

1631+00.TIN 600.00 613.4527799 15852.36

1637+00.TIN 600.00 517.435405 12565.34

1643+00.TIN 600.01 442.4712145 10665.81

1649+00.TIN 600.00 354.7958873 8858.464

1655+00.TIN 600.00 327.9645172 7586.176

1661+00.TIN 600.00 284.6831646 6807.243

1667+00.TIN 600.00 154.4348304 4879.056

1673+00.TIN 600.00 305.5092235 5110.505

1677+00.TIN 400.00 363.2871117 4954.047

1679+00.TIN 200.00 333.9278148 2582.33

1681+00.TIN 200.00 329.297856 2456.342

1683+00.TIN 200.00 478.5518098 2992.097

1685+00.TIN 200.00 364.2484671 3121.419

1691+00.TIN 598.93 340.5969205 7798.372

1697+00.TIN 590.06 465.020497 8818.438

1703+00.TIN 593.56 474.3135339 10292.4

1709+00.TIN 599.91 444.880562 10214.57

1715+00.TIN 597.49 401.6309364 9330.927

1721+00.TIN 597.49 452.8760382 9385.478

1727+00.TIN 597.51 438.5576311 9845.273

1733+00.TIN 597.50 294.7437651 8119.223

1739+00.TIN 597.44 211.9792712 5576.472

1745+00.TIN 594.34 226.5265813 4753.036

1751+00.TIN 589.93 436.3056745 7127.566

1757+00.TIN 590.06 325.8230136 8261.088

1763+09.TIN 598.81 550.870193 9730.99

1769+00.TIN 590.81 470.4542394 11174.26

1770+00.TIN 99.77 492.7038631 1746.746

1771+00.TIN 98.46 151.689295 1133.7

1772+00.TIN 97.61 190.605366 600.4455

1773+00.TIN 98.24 206.1900744 704.5025

1774+00.TIN 98.79 255.6096017 828.5033

1775+00.TIN 99.23 360.7061059 1114.974

1776+00.TIN 99.51 475.405849 1517.778

1777+00.TIN 99.61 624.6430916 1995.613

1778+00.TIN 99.52 1024.938937 2996.439

1779+00.TIN 99.25 1369.631668 4360.461

1780+00.TIN 98.82 1023.861451 4348.632

1781+00.TIN 98.27 640.3081345 3003.187

1782+00.TIN 97.64 569.0735845 2162.942

1783+00.TIN 97.23 391.5072897 1707.223

1787+00.TIN 397.94 1191.284219 11662.08

1793+00.TIN 600.00 1038.222031 24772.46

1798+81.TIN 607.82 973.6561239 22601.32

1805+00.TIN 589.63 999.8513383 21548.77

1811+00.TIN 600.00 7.638587126 11194.27

1817+00.TIN 600.00 29.03119504 407.4435

1823+00.TIN 600.00 32.12053917 679.4625

1829+00.TIN 594.50 0 340.1323

1835+00.TIN 552.81 15.97771435 159.8941

1841+00.TIN 538.88 6.336004776 214.4034

1847+00.TIN 539.35 2.909031461 90.35825

1853+00.TIN 554.20 33.85819579 393.5322

1859+00.TIN 596.01 86.91573858 1342.706

1865+00.TIN 598.41 60.77273453 1626.489

1871+00.TIN 597.75 49.18721226 1207.176

1877+00.TIN 597.75 7.337364952 621.9966

1883+00.TIN 597.74 0 80.90119

1887+15.TIN 414.45 0 0

1889+00.TIN 184.79 0 0

1891+00.TIN 200.00 0 0

1893+00.TIN 200.00 0 0

1895+00.TIN 200.00 0 0

1897+15.TIN 215.21 0.358932186 1.430483

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 I Z

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

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IO

N

C O

N T

R A

C T

N O

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

IN

E E

R

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

A N

S I

D

M M

G

E D

-2 -0

M A

L L

O R

Y M

G

IL

L

E N

J A

B

M J T

W P

B

A

J U

L Y

M A

Y

H -1

-4

C A

L C

M O

D E

L

D P

L A

N S

.d g n

C A

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

COVER SHEETG-01

G-02

G-03

G-04

C-01

PROJECT LOCATION AND VICINITY MAP

C-02

C-03

C-04

C-05

C-06

C-07

C-08

SHEET # SHEET NAME

INDEX OF DRAWINGS

C-09

C-10

C-11

C-12

G-05

TABULATIONS, CHANNEL C/L COORDINATES AND CURVE DATA

MAIN CHANNEL DREDGE CUT TEMPLATES

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

PLAN VIEW, STA. 1055+00 TO STA. 950+00 (APPROX. MILE 20 TO 18)

PLAN VIEW, STA. 950+00 TO STA. 845+00 (APPROX. MILE 18 TO 16)

C-21

DEVIL'S ELBOW CROSS SECTION, STA. 0+00 TO STA. 15+00

DEVIL'S ELBOW CROSS SECTION, STA. 20+00 TO STA. 62+08

C-22

C-23

AND COON ISLAND PLAN OPTION WORK

PLAN VIEW, STA. 1735+00 TO STA. 1625+00 (APPROX. MILE 33 TO 31)

C-24

C-25

C-26

C-27

PLAN VIEW, STA. 1897+67 TO STA. 1735+00 (APPROX. MILE 36 TO 33)

PLAN VIEW, STA. 1625+00 TO STA. 1515+00 (APPROX. MILE 31 TO 29)

PLAN VIEW, STA. 1515+00 TO STA. 1385+00 (APPROX. MILE 29 TO 27)

PLAN VIEW, STA. 1385+00 TO STA. 1285+00 (APPROX. MILE 29 TO 24)

PLAN VIEW, STA. 1285+00 TO STA. 1170+00 (APPROX. MILE 24 TO 22)

PLAN VIEW, STA. 1170+00 TO STA. 1055+00 (APPROX. MILE 22 TO 20)

PLAN VIEW, STA. 845+00 TO STA. 740+00 (APPROX. MILE 16 TO 14)

PLAN VIEW, STA. 525+00 TO STA. 415+00 (APPROX. MILE 9 TO 7)

PLAN VIEW, STA. 635+00 TO STA. 525+00 (APPROX. MILE 12 TO 9)

PLAN VIEW, STA. 740+00 TO STA. 635+00 (APPROX. MILE 14 TO 12)

PLAN VIEW, STA. 415+00 TO STA. 305+00 (APPROX. MILE 7 TO 5)

PLAN VIEW, STA. 305+00 TO STA. 199+02.70 (APPROX. MILE 5 TO 4)

PLAN VIEW, DEVIL'S ELBOW

DEVIL'S ELBOW CROSS SECTION, STA. 64+49 TO STA. 94+31

C-28

C-29

C-30

IN

D

E X

O F

D R

A W

IN

G

S

G-03A

C-33

C-34

C-35

C-36

SHEET # SHEET NAME

INDEX OF DRAWINGS

C-37

G-03A INDEX OF DRAWINGS

LEGEND, ABBREVIATIONS., GAGES, AND GENERAL NOTES

C-31

C-32

MAIN CHANNEL CROSS SECTIONS, STA. 893+60 TO STA. 960+00

MAIN CHANNEL CROSS SECTIONS, STA. 970+00 TO STA. 1040+00

MAIN CHANNEL CROSS SECTIONS, STA. 1050+00 TO STA. 1120+00

MAIN CHANNEL CROSS SECTIONS, STA. 1130+00 TO STA. 1190+00

MAIN CHANNEL CROSS SECTIONS, STA. 1198+00 TO STA. 1242+56

MAIN CHANNEL CROSS SECTIONS, STA. 1250+00 TO STA. 1300+00

MAIN CHANNEL CROSS SECTIONS, STA. 1310+00 TO STA. 1360+00

MAIN CHANNEL CROSS SECTIONS, STA. 1370+00 TO STA. 1427+53

MAIN CHANNEL CROSS SECTIONS, STA. 1430+00 TO STA. 1480+00

MAIN CHANNEL CROSS SECTIONS, STA. 1490+00 TO STA. 1540+00

MAIN CHANNEL CROSS SECTIONS, STA. 1550+00 TO STA. 1620+00

MAIN CHANNEL CROSS SECTIONS, STA. 1630+00 TO STA. 1690+00

DITCHING & DRAINING PLAN CDF-E OPTION WORK

DITCHING & DRAINING PLAN CDF-M OPTION WORK

G-05A ADDITIONAL DREDGE CUT TEMPLATES

MAIN CHANNEL CROSS SECTIONS, STA. 1741+50 TO STA. 1783+80

MAIN CHANNEL CROSS SECTIONS, STA. 1790+00 TO STA. 1850+00

MAIN CHANNEL CROSS SECTIONS, STA. 1700+00 TO STA. 1740+76

MAIN CHANNEL CROSS SECTIONS, STA. 1854+57.30 TO STA. 1897+88

C-38

COON ISLAND CROSS SECTIONS

C-39

C-40 DITCHING & DRAINING PLAN CDF-22 OPTION WORK

COON ISLAND TURNING BASIN CROSS SECTIONS

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

T

N E

W O

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E A

N S

L

O U

IS

IA

N A

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

EXISTING GRADE LINE

CHANNEL CENTERLINE

1. ALL ELEVATIONS ARE IN MEAN LOWER LOW WATER (MLLW)

5. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d g n

C A

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

900+00

893+60 930+00

940+00

950+00910+00

920+00 960+00

S T

A

T O

S T

A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-17

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1000+00

990+00

980+00

970+00 1010+00

1020+00

1030+00

1040+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-18

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1050+00 1090+00

1100+001060+00

1070+00 1110+00

1120+001080+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-19

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1160+00 1190+00

1180+001150+00

1140+00 1175+45

1130+00 1170+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-20

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1220+00 1242+56

1240+00

1230+00

1223+361198+00

1210+00

1200+00

S T

A

.7

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-21

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1270+00 1300+00

1290+001260+00

1251+88 1280+00

1278+001250+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-22

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1330+00 1360+00

1350+001324+23

1320+00 1346+72

1340+001310+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-23

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1400+00 1427+53

1420+001390+00

1380+00 1410+00

1406+031370+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-24

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

MILE 6.0 TO MILE 17.0

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1452+47 1480+00

1479+971450+00

1440+00 1470+00

1460+001430+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-25

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

MILE 6.0 TO MILE 17.0

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1510+00 1540+00

1538+381504+87

1500+00 1530+00

1520+001490+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-26

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300

-50 -50

-40 -40

-30 -30

-20 -20

-10 -10

0 0

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 I Z

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

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

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

A N

S I

D

M M

G

SHEET LEGEND

CHANNEL TEMPLATE

NOTES:

3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE

2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JULY 2025 SURVEY DATA.

TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.

4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES

MAIN CHANNEL CROSS SECTIONS

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

E L

E V

A T

IO

N

F

T

C/LC/L

C/L

C/L

C/L

EAST

C/L

C/L

C/L

WEST

WEST EAST

WEST EAST

WEST EAST WEST EAST

WEST EAST

WEST EAST

WEST EAST

MILE 6.0 TO MILE 17.0

M A

L L

O R

Y M

G

IL

L

E N

E D

-2 -0

J A

B

M J T

J U

L Y

W P

B

A

H -1

-4

ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.

6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE

C A

L C

M O

D E

L

D P

L A

N S

.d

L C

A S

IE

U

A N

D C

A M

E R

O N

P A

R

IS

H E

S L

A

M

IL

E

.0

T O

.0

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G F

Y

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S L

A

B.E.C.

MILE 17.0 TO MILE 36.0

M A

Y

1550+00 1590+00

1560+00 1600+00

1610+001570+00

1580+00 1620+00

S T

A

T

O S

T A

M A

IN

C

H A

N N

E L

C R

O S

S S

E C

T

IO

N

C-27

-40 -40

-30 -30

-20 -20

-1…