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1 US Army Corps of Engineers 1 US Army Corps of Engineers

1 US Army Corps of Engineers - PowerPoint Presentation

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1 US Army Corps of Engineers - PPT Presentation

BUILDING STRONG Association of Levee Boards of Louisiana 1 Michael C Derosier Colonel Corps of Engineers District Commander December 2016 Vicksburg District Levee Districts Mississippi River 453 Miles ID: 703776

district levee 408 river levee district river 408 proposed project alterations decision section amp miles usace basin water drainage

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Slide1

1

US Army Corps of Engineers

BUILDING STRONG

®

Association of Levee Boards

of Louisiana

1

Michael C. Derosier

Colonel, Corps of Engineers

District Commander

December 2016

Slide2

Vicksburg District Levee Districts

Mississippi River 453 Miles

Red River Basin 448 Miles

Yazoo Basin

390 Miles

Tensas Basin

390 Miles

Pearl Basin

14 Miles

1

Yazoo-Mississippi Delta Levee District

2

Mississippi Levee District

3

Fifth Louisiana Levee District

4

Tensas Basin Levee District

5

Red River, Atchafalaya & Levee District

6

Nineteenth Louisiana Levee & Drainage District

7

Natchitoches Levee & Drainage District

8

Red River Levee & Drainage District

Bossier Levee District

10

Caddo Levee District

11

North Bossier Levee District

12

Southeast Arkansas Levee District

13

Frenchtown-Auburn Levee District

9

14

Farelly

Lake Levee District

Jefferson County Levee District No. 3

16

New Gascony Levee District No. 1

17

Plum Bayou Levee District

18

Long Prairie Levee District

19

Garland Levee District

15

20

Red River Levee District No.1

21

Miller County Levee District No. 2

22

Hempstead County Levee District No.1

Levee

Arkansas River

141 MilesSlide3

Vicksburg District - Current Focus

Levee ConstructionMonroe, LA Floodwall

ARMOR ONEMinor/Major MaintenanceSection 408 GuidanceRed River Sedimentation SurveyLevee Inspection Checklist Proposed Revisions Slide4

4

Mississippi River Levee Construction

-

Regular Program

Item

377R

,

Waterproof-Upper Concordia

6%

completeItem 511L, Lake Jackson-Palmetto – 52% complete

Item 465L, Magna Vista-Brunswick – 23% completeItem 374R, Waterproof-Upper Lake Concordia – 43% completeItem377R, Waterproof-Upper Lake Concordia – 62% complete

Item 457R, Seepage Control, Willow Point-Youngs

Point – 93% Complete

Vicinity MapSlide5
Slide6

Monroe

Floodwall

Constructed in 1930’s

Part of MR&T Project

Initially inspected for

spalling

and wall

movement in 2012

3 Slope indicator pipes installed to detect/monitor movement

No significant movement detected by slope indicator pipes since

2012

Project Report completed in October 2016

Stability analyses indicate low factors of safety

Bank caving observed since 2016 high water event increases concern of stability failure towards the riverSlide7

Prototype

Project Agreement

(PPA) Awarded

Design, fabricate, and test automated mat laying technology including mechanical, sensing, and control systems for application on a barge vessel platform.

 The design shall include process systems to enable control of functional components for placing mat squares onto the assembly barge; successfully connecting the squares; and ultimate placement of the mats on the waterway bottom.

 The prototype shall be a scaled version, functioning system to demonstrate the form, fit, and function of the technology.

 The automated system shall utilize software, computer code, and intellectual property that can be obtained commercially or provided to a contractor for full production.

ARMOR ONE

UpdateSlide8

Levee and berm embankment slide repairs

Relief well rehabilitation (below ground)

Structure repairs

Bank caving repairs

Supply levee surfacing material

Weed cutting

Ramps

Cattle guards

Local drainage

Levee crown/grade levee surfacing material

Relief well rehabilitation (above ground)

Ordinary rain and wave washVideo inspections for structures, pipes and culverts

MAJOR MAINTENCE ITEMS

Include but are not limited to:

MINOR MAINTENCE ITEMS

Include but are not limited to:

During Periods of High Water

Minor Maintenance Includes:

Removal of cattle

Blading levee crown for drainage

Sacking boils

Preventing unauthorized travel on levees

Grading of access roads

Removal of cross fences and gates

Establishment of patrols

Observing, detecting and reporting any conditions which endanger the levee system

Major and Minor Maintenance Responsibilities for MR&T ProjectsSlide9

Section 408

Interim Guidance on Section 408 Decision Level

Purpose: to provide revised guidance on decision level for Section 408

Background: Consolidates and provides one comprehensive policy and procedural document for processing 408 requests in order to improve consistency across USACE and across types of Civil Works projects (e.g., dams, hydropower, levee systems, channels and navigation)

Section 408 Authority:

Authorizes the Secretary of the Army to grant permission to a private, public, tribal, or another Federal entity for the temporary or permanent alteration or use of a U.S. Army Corps of Engineers (USACE) Civil Works project if the Secretary determines that the alteration or use will not be injurious to the public interest and will not impair the usefulness of the project.Slide10

408 Decision Levels – Revised Guidance

HQUSACE Review and Decision:

Proposed alterations that change how the USACE project will meet its authorized purpose.

Propose alterations that preclude or negatively impact alternatives for a current General Investigation (GI) or other USACE study.

Proposed alterations for the installation of hydropower facilities.

Proposed navigation alterations for which Federal assumption of operation and maintenance pursuant to Section 204(f) of Water Resources Development Act of 1986, as amended, is also being sought.

Division Review and Decision

Proposed alterations that require a Type II IEPR.

Proposed alterations for which the non-Federal sponsor for a USACE project is seeking potential credit under Section221(a)(4) of the Flood Control Act of 1970, as amended. (A decision on 408 request is separate from any decision on potential credit for in-kind contributions)

Proposed alterations that could be approved by the District Commander, but the Division Commander established a regional process that requires certain district Section 408 decisions to be made by the Division

Commander.Slide11

Hydraulic Modeling and Sedimentation Survey

Lock 1 to Index, AR

Purpose:

During the spring 2015 flood, the water surface elevations were 3 feet higher than the same flows observed in 1990. It is not known if this is the result of sedimentation, urbanization, vegetation or advancement in stream gaging techniques. In order to determine the cause of the increase in water surface elevation, the Vicksburg District needed to conduct a sedimentation survey.

Survey Area:

Lock 1 (Lindy C. Boggs)

to Index, ArkansasSlide12

Levee Inspection Checklist

Proposed Revisions

The Levee Inspection Checklist is in the process of being revised.Intent of revisions is to allow more judgment on item and segment ratings.

Webinar for MVD, the Districts, and local sponsors held on

29 Nov 16

Not to be implemented in FY17; Implementation date TBDPipe Inspection checklist not

yet revised  Slide13

Mr. Ken GuidrySlide14