SPECIFICATIONS_W912ES-14-B-0004.pdf

SOLICITATION NO. W912ES-14-B-0004

OPERATIONS AND MAINTENANCE

MISSISSIPPI AND MINNESOTA RIVERS

SPECIFICATIONS

FOR

MECHANICAL

DREDGING

MARCH 2014

US Army Corps of Engineers St. Paul District

Mechanical Dredging 2014 - 2018 2014-MDREDG-SOLI

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 13 GENERAL

01 22 00.00 13 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 29.00 13 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 13 CONTRACTOR QUALITY CONTROL

01 57 20.00 13 ENVIRONMENTAL PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 SCOPE

1.1.1 Number of Dredging Plants

1.1.2 Dredging Production

1.1.3 Historical Data

1.1.4 Memorandums of Understanding and Permits

1.2 ORGANIZATION OF SPECIFICATIONS

1.3 REFERENCES

1.4 SUBMITTALS

1.5 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

3.2 ROADWAYS

3.2.1 Traffic Hazards

3.3 SCHEDULING

3.3.1 General

3.4 CONSTRUCTION RESTRICTIONS

3.4.1 Emergency Dredging

3.4.1.1 Emergency Contacts

3.4.2 Dredging Buoys

3.4.3 Noise pollution

3.4.4 Pipeline/Utility Crossings

3.4.4.1 Government Identified Utilities

3.4.5 No Wake Zones

3.5 WORK PERFORMED BY OTHERS

3.6 SAFETY SIGN

3.7 U.S. COAST GUARD REGULATIONS AND LICENSING REQUIREMENTS

3.8 SEWAGE AND BILGE WATER DISPOSAL

3.9 SAFETY

3.10 LOCK AND DAM OPERATIONS

3.11 ATTACHMENTS

-- End of Section Table of Contents --

SECTION 01 00 00.00 13 Page 1 W912ES-11-B-0004

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 SCOPE

Furnish, deliver and operate dredge and attendant plant for maintenance dredging between Upper Mississippi River Miles 614.0 and 857.6 and between Minnesota River Miles 0.0 and 14.7, between St. Croix River Miles 0.0 and 24.5, between Black River Miles 0.0 and 1.4 in the St. Paul District and between Upper Mississippi River Miles 614.0 and 300.0 in the Rock Island District. The contract includes options for 4 additional years of maintenance dredging.

1.1.1 Number of Dredging Plants

The Contractor shall provide one primary dredging plant for the areas specified and one secondary plant that may be mobilized at the discretion of the Contracting Officer if additional capacity is required. Either or both plants may also be used for emergency dredging if necessary. The Contracting Officer may require both plants to remain ready for use from time of mobilization until the end of the ordering period. However, the Contractor is not obligated to make the secondary plant available for dredging after June 30 unless the Government has notified the Contractor on or before 30 June of the basic period (or any exercised option year) that it will require the availability of the second plant beyond that date.

1.1.2 Dredging Production

The Contractor shall schedule operations in order to perform a minimum of 2,000 cubic yards (CY) per day of maintenance dredging or 10,000 CY per week for the primary plant and 1,500 CY per day of maintenance dredging or 7,500 CY per week for the second plant. The Contracting Officer may, however, require 24 hours per day seven days per week operation depending on the amount of shoaling, or emergencies. The Contractor will be expected to work on ten premium days during each dredging season as directed by the Contracting Officer. Premium days are defined in SECTION 35 20 23:

DREDGING. Production lost due to Contractor equipment failures or breakdowns, shall be regained by scheduling additional shifts or by scheduling work on days classified as Premium, without charge to Premium day allotment. The Contractor shall notify the Contracting Officer of their means, methods and schedule to regain lost production.

1.1.3 Historical Data

Computation sheets which list potential dredging locations, the frequency of dredging and other statistical information, and potential dredge material placement sites, are included at the end of this SECTION. The river miles for these dredging locations and dredge material placement sites are provided on the computation sheets and may be referenced with a current edition of Upper Mississippi River Navigation Charts published by the U.S. Army Corps of Engineers. These computation sheets are compiled from historical data; they are not a warranty or representation as to which specific areas will require dredging, the quantities that will be dredged, or the placement sites which will be used under this contract.

SECTION 01 00 00.00 13 Page 2 W912ES-11-B-0004

1.1.4 Memorandums of Understanding and Permits

Memorandums of Understanding (MOU) with the Minnesota Department of Natural Resources (MDNR) and Wisconsin Department of Natural Resources (WDNR), and the Minnesota Pollution Control Agency State Disposal System permit and the MDNR permit are attached at the end of this SECTION. Permits from the Iowa Department of Natural Resources for placement of material at Corps designated sites will be the responsibility of the Government and obtained and updated on an as needed basis. The Contractor shall conduct all work under this contract in accordance with the permits and MOU's applicable to the locale of the work. If there is a conflict between the terms or conditions of a permit or MOU and this contract, the Contractor shall submit that conflict to the Contracting Officer for resolution prior to initiating that portion of the work.

1.2 ORGANIZATION OF SPECIFICATIONS

The specifications which govern the materials and equipment to be furnished and the work to be performed under this contract are listed in the Table of Contents. No attempt has been made in the specifications to segregate work to be performed by any trade, craft, or subcontractor. Any segregation between the trades or crafts shall be solely a matter for agreement between the Contractor, Contractor's employees, and subcontractors. Nothing in this paragraph excuses the Contractor from compliance with the Davis Bacon Act and any other applicable contract labor standards.

1.3 REFERENCES

Reference to the standards, specifications, or codes of any technical society, organization, or association, or of local, State, or Federal authorities shall mean the latest standard, specification, or code adopted and published at the date of bid opening, unless specifically stated otherwise. The addresses, phone numbers, and Internet addresses (if available) for references cited in these specifications are listed in the Unified Facilities Guide Specification: UFGS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. The UFGS 01 42 00 is available on the Corps of Engineers Huntsville District Internet site: http://www.hnd.usace.army.mil/.

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual on Uniform Traffic Control Devices

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Emergency Contacts;

SECTION 01 00 00.00 13 Page 3 W912ES-11-B-0004

Emergency contacts as specified in paragraph: Emergency Contacts shall be submitted.

1.5 MEASUREMENT AND PAYMENT

The work of this section will not be measured for payment, and shall be considered incidental to the contract.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

The Contractor's attention is directed to Section 01 57 20.00 13 ENVIRONMENTAL PROTECTION and to the following CONTRACT CLAUSES: 52.236-7

PERMITS AND RESPONSIBILITIES; 52.236-9 PROTECTION OF EXISTING VEGETATION,

STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS; 52.236-10 OPERATIONS

AND STORAGE AREAS; and 52.236-12 CLEANING UP.

3.2 ROADWAYS

3.2.1 Traffic Hazards

When continuous haul operations or other conditions created by the Contractor's operations result in interference or hazard to traffic on streets and highways, beyond that of ordinary public usage, the Contractor shall erect warning signs and provide flagging services as necessary to safeguard the public. Signage shall be in compliance with the current Manual on Uniform Traffic Control Devices (MUTCD).

3.3 SCHEDULING

3.3.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications.

3.4 CONSTRUCTION RESTRICTIONS

3.4.1 Emergency Dredging

The Contracting Officer reserves the right to order the Contractor's plant to an emergency dredge location or to use other contracted or Government plant to perform emergency dredging. Emergency dredge locations may be beyond ordinary limits of work. The Government will provide coordinates for the dredge cut corners in Minnesota South Zone and/or Iowa North Zone State Plane System in NAD 83 (North American Datum of 83)for dredging within the St. Paul District and Illinois West in NAD 83 for dredging in the Rock Island District. The contractor shall be ready to proceed to the emergency dredge location within 24 hours after receiving the Contracting Officer's task order. The Government will provide the dredge cut layout with the task order. The Contractor shall layout the cut with his own

SECTION 01 00 00.00 13 Page 4 W912ES-11-B-0004 forces in accordance with the electronic dredge cut control data provided with the task order. In the event emergency dredging differs significantly from other dredging under this contract the contract will be modified in accordance with CONTRACT CLAUSE 52.243-4: CHANGES. Emergency dredging is defined in SECTION 35 20 23: DREDGING, Paragraph: Emergency Dredging.

3.4.1.1 Emergency Contacts

The Contractor shall submit to the Contracting Officer the name(s) and telephone number(s) of person(s) who can be contacted on weekends, nights, and holidays in the event of an emergency.

3.4.2 Dredging Buoys

If dredging buoys are used, they shall comply with U.S. Coast Guard marking requirements.

3.4.3 Noise pollution

The Contractor shall keep noise pollution to a minimum in accordance with SECTION 01 57 20.00 13: ENVIRONMENTAL PROTECTION. In addition, when working within or near the City of Minneapolis, the Contractor's operations shall comply with the City of Minneapolis Noise Ordinance. For specific restrictions, the points of contact for the City of Minneapolis is: Carrie Flack, Ph. 612-673-5010. Other municipalities may also have Noise Ordinances, and it shall be the Contractor's responsibility to comply with all local ordinances. Costs to comply with local ordinances shall not be grounds for a contract adjustment.

3.4.4 Pipeline/Utility Crossings

The Contractor shall identify any pipelines or other utilities (facilities) in the vicinity of the Contractor's work and insure that adequate measures are taken to avoid any damage to or disruption of those facilities. The Contractor is responsible for any damage to or disruption of those facilities and shall indemnify and hold harmless the United States of America, its officers, agents, and employees from any and all liabilities arising from or relating to that damage or disruption. To ensure facilities are not damaged, the Contractor shall not dredge deeper than 11 feet below low control pool (LCP) within a 60-foot corridor (30 feet on either side) of any pipeline/utility. In addition, the contractor shall not spud or use anchoring devices within 30 feet on either side of a pipeline/utility.

3.4.4.1 Government Identified Utilities

The Government has identified pipelines and utilities that may intersect the Contractor's work areas in the attached "Summary of Dredging Locations

- Rock Island District, Mississippi River" table at the end of this Section. In addition, survey prints provided as dredging areas may contain this information. The information as to the location of certain utilities is offered for the Contractor's information only and the Government does not warrant that the information is current or complete. The fact that a pipeline or utility is mentioned or shown on a drawing does not relieve the contractor from its obligations under PARAGRAPH: Pipeline/Utility Crossings. It is the Contractors responsibility to verify the existence of pipelines/utilities at each dredging location prior to commencing work.

SECTION 01 00 00.00 13 Page 5 W912ES-11-B-0004

3.4.5 No Wake Zones

Many municipalities have specific wake restrictions. The Contractor is responsible for complying with all local ordinances. Costs to comply with local ordinances shall not be grounds for a contract adjustment.

3.5 WORK PERFORMED BY OTHERS

It is not anticipated that more than one mechanical dredging contract will be awarded for dredging in the areas specified. The Government, however, reserves the right to advertise and award (an) additional contract(s) if deemed necessary. The Government also reserves the right to dredge with Government plant. Material moved by other contract or by Government plant will not be measured for payment under this contract. The decision of the Contracting Officer to employ plant under separate contract or Government plant shall be final and shall not be subject to the disputes clause of this contract.

3.6 SAFETY SIGN

Upon commencement of work under this contract, the Contractor shall furnish and mount a safety sign, as shown at the end of this section, on the dredging plant. The sign shall be maintained in good condition throughout the contract. Removable numerals shall be furnished. Requirements for display of additional safety information is found in SECTION 01 35 29.00 13:

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS, Paragraph: DISPLAY OF SAFETY

INFORMATION.

3.7 U.S. COAST GUARD REGULATIONS AND LICENSING REQUIREMENTS

Floating plant equipment and personnel shall comply with the applicable U.S. Coast Guard regulations and licensing requirements. Floating plant equipment shall meet the applicable requirements of 46 CFR Chapter 1 Subchapter E and 46 CFR 44.05-10.

3.8 SEWAGE AND BILGE WATER DISPOSAL

The Contractor's methods for disposal of sanitary sewage and bilge water, accumulated aboard floating plant equipment, shall meet applicable State and Federal Regulations.

3.9 SAFETY

When wheeled or tracked equipment is operated on floating plant, adequate safeguards shall be installed to prevent it from moving off the floating plant into the water. Such a safeguard shall be a bumper or curb with a minimum height of one-third of the outside diameter of the largest wheel, or shall be a barge tied alongside. Other safeguards may be used if approved by the Contracting Officer.

3.10 LOCK AND DAM OPERATIONS

The Contractor shall not interfere with normal lock and dam operations.

Lock and Dam personnel will not accept deliveries, phone calls, or mail or deliver messages for the Contractor.

3.11 ATTACHMENTS

Safety Sign; 1 page

SECTION 01 00 00.00 13 Page 6 W912ES-11-B-0004

Summary of Dredging Locations, St. Paul District; 4 pages

St. Paul District - COE, Placement Sites Inventory; 2 pages

St. Paul District - COE, Sites with Special Considerations; 1 page

Summary of Dredging Locations - Rock Island District, Mississippi River; 2 pages

Historic Dredged Material Placement Sites, Rock Island District; 3 pages

MN DNR, General Permit 94-5082, expiring 31 December 2014; 25 pages

WI DNR, MEMORANDUM OF UNDERSTANDING, expiring 31 December 2015; 11 pages

MPCA, State Disposal System (SDS) Permit MN0050580; 31 pages

Iowa On-site Inspection Team (OSIT) Process; 14 pages

-- End of Section --

SECTION 01 00 00.00 13 Page 7 W912ES-11-B-0004

Safety is a Job Requirement

4.5"

3" 3"8"31"3"

6"

2.25"

12"

2.25"

3"

3"

5"

5"

5"

3"

4.5"

5"

5"

3" 24"21"

4 41 19

Public Use Area Development, Stage IV Osage River Basin

Pacific Marine Construction Corporation Galveston, Texas

This project started

Date since last lost time accident

Total lost time injuries

4 41

5" 2.5"1.25" 2.5"

0.75"

0.75"

3"

SAFETY SIGN

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter and word spacing to follow Corps Standards (EP 310-1-6a and 6b).

Legend Group 1: Standard two-line title "Safety is a Job Requirement" with (8" od.) Safety Green First Aid logo. Typeface: 3" Helvetica Bold; Color: Black.

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project. Typeface: 1.5" Helvetica Regular; Color: Black; Maximum line length: 42".

Legend Group 3: One- to two-line identification: name of prime contractor and city, state address. Typeface:

1.5" Helvetica Regular; Color: Black; Maximum line length: 42".

Legend Group 4: Standard safety record captions as shown. Typeface: 1.25" Helvetica Regular; Color: Black.

Replaceable numbers are to be mounted on white 0.060 aluminum plates and screw-mounted to background. Typeface: 3" Helvetica Regular; Color: Black; Plate size: 2.5" x 4.5".

Avg. Vol. Avg. Vol. Last Date Pool Cut Name Location Per Year Per Job % Once every # Yrs Dredged

*** Main Channel Dredging *** MN Abv. Savage R.R. Br. 14.3-14.7 5,464 13,358 41% 2 9/23/2013 MN Cargill Slip 12.5-13.6 1,038 5,371 19% 5 9/22/2010

MN Peterson's Bar 11.8-12.4 11,309 18,429 61% 2 9/27/2013 MN Blw. Peterson's Bar 11.3-11.7 329 7,227 5% 22 10/18/1982 MN Abv. 35W Br. 10.7-11.2 832 36,612 2% 44 10/25/1983 MN 4 Mile Cut-off 3.4-4.7 100 4,389 2% 44 8/18/1987 MN Mouth of the MN River 0.0-1.1 733 16,117 5% 22 11/15/1993 SC Hudson 16.1-17.6 4,158 182,964 2% 44 1974 SC Kinnickinnic Bar 6.0-6.5 3,842 33,812 11% 9 4/26/1989

USAF Mpls. Turning Basin 856.8-857.6 15,174 29,029 52% 2 9/7/2012

USAF Abv. Lowry Ave. Br. 856.4-856.8 20,139 34,081 59% 2 8/25/2012 USAF Blw. Lowry Ave. Br. 856.0-856.4 202 8,871 2% 44 9/2/1992 USAF Broadway Ave. Br. 855.3-856.1 4,127 13,451 31% 3 8/25/2011 USAF Abv. Plymouth Ave. Br. 854.8-855.3 6,126 21,562 28% 4 10/27/2011

1 Lower Appch. LSAF 853.4 178 922 19% 5 8/23/2011 1 Washington Ave. Br. 852.5-853.0 1,156 16,952 7% 15 1972 1 Abv. Franklin Ave. Br. 851.6-852.4 2,944 16,193 18% 6 10/14/2004 1 Blw. Franklin Ave. Br. 850.7-851.4 7,119 24,096 30% 3 9/24/2010

1 Abv. Lake St. Br. 849.9-850.5 11,201 23,470 48% 2 10/13/2011 1 Blw. Lake St. Br. 848.9-849.9 6,320 21,390 30% 3 9/25/2012 1 St. Paul Daymark 848.5-848.9 1,960 14,372 14% 7 1988 1 Upper Appch. L/D 1 847.7-848.4 3,815 20,984 18% 6 10/28/2002 2 Lower Appch. L/D 1 847.4-847.5 106 2,339 5% 22 9/29/2003 2 Abv. & Blw. Smith Ave. 840.0-841.3 2,983 11,932 25% 4 10/30/2001 2 Abv. Wabasha Ave. Br. 839.5-839.6 26 573 5% 22 8/2/2000 2 Blw. Lafayette St. Br. 838.0-839.0 210 9,224 2% 44 1970 2 St. Paul Barge Terminal 836.4-837.8 50,405 108,186 47% 2 11/12/2012 2 Grey Cloud Slough 827.5-828.3 6,131 22,481 27% 4 9/23/2008 2 Robinson Rocks 826.1 179 7,894 2% 44 1977 2 Pine Bend Landing 824.3-824.6 5,677 35,685 16% 6 7/8/2009 2 Pine Bend 822.7-823.7 17,884 46,288 39% 3 7/24/2012

Frequency of DredgingHistoric Dredge Cuts

1970 TO 2013

SUMMARY OF DREDGING LOCATIONS - ST PAUL DISTRICT

2 Boulanger Bend 820.3-821.4 19,819 62,287 32% 3 7/23/2013 2 Boulanger Bend Lwr. Lt. 819.3-820.3 9,189 57,756 16% 6 8/22/2007 2 Freeborn Light 818.0-819.3 9,387 37,548 25% 4 6/5/2013 2 Upper Appch. L/D 2 815.2-816.5 339 14,936 2% 44 1974 3 Lower Appch. L/D 2 814.9-815.1 3,136 19,711 16% 6 7/13/2012 3 Prescott 810.3-811.7 1,031 45,352 2% 44 1972 3 Truedale Slough 807.9-808.6 606 26,644 2% 44 1972 3 Four Mile Island 807.0-807.9 1,554 68,388 2% 44 1972 3 Big River 804.1-806.0 2,207 19,423 11% 9 5/18/2000 3 Morgans Coulee 802.2-802.9 4,620 22,588 20% 5 8/15/2013 3 Coulters Island 800.8-801.9 11,941 26,271 45% 2 8/1/2013 3 Diamond Bluff 798.8-800.8 14,702 35,939 41% 2 9/4/2013 4 Trenton 794.0-794.6 3,110 45,617 7% 15 10/15/2013 4 Cannon River 792.1-793.7 9,625 35,293 27% 4 9/7/2012 4 Red Wing Hwy. Br. 789.5-791.7 3,633 53,288 7% 15 10/19/2009 4 Head of Lake Pepin 785.2-785.4 1,034 22,739 5% 22 6/7/2000 4 Chippewa Delta 762.6-763.8 81,524 239,137 34% 3 7/2/2013 4 Reads Landing 761.8-763.8 35,243 59,643 59% 2 8/8/2011 4 Crats Island 758.7-759.3 56,086 70,508 80% 1 7/28/2013 4 Teepeeota Point 757.0-757.9 33,862 49,665 68% 1 8/2/2013 4 Grand Encampment 755.8-756.9 26,854 42,199 64% 2 8/7/2013 4 Beef Slough 753.8-754.1 9,718 22,505 43% 2 8/19/2013 5 Lower Appch. L/D 4 753 359 5,264 7% 15 1976 5 Upper Zumbro 749.2-749.8 755 11,080 7% 15 10/12/2009 5 Mule Bend 747.8-749.2 16,901 39,140 43% 2 7/17/2013 5 West Newton 747.2-747.8 6,276 23,011 27% 4 6/27/2007 5 Blw. West Newton 746.0-746.8 13,597 24,928 55% 2 7/25/2013

Frequency of DredgingHistoric Dredge Cuts

1970 TO 2013

SUMMARY OF DREDGING LOCATIONS - ST PAUL DISTRICT

5 Fisher Island 744.8-746.0 35,802 46,333 77% 1 6/21/2013 5 Lower Zumbro 743.0-744.6 19,693 33,327 59% 2 8/14/2013 5 Minneiska 742.7-743.0 7,687 28,187 27% 4 6/10/2005 5 Abv. Mt. Vernon Light 741.2-741.5 3,407 29,977 11% 9 9/7/2012

5A Island 58 734.0-735.2 5,428 29,854 18% 6 1982 5A Fountain City 733.3-733.8 918 40,411 2% 44 1972 5A Betsy Slough 731.0-732.0 28,150 32,595 86% 1 10/25/2013 5A Wilds Bend 730.2-730.7 13,189 25,231 52% 2 10/30/2013 6 Lower Appch. L/D 5A 728.5 223 4,910 5% 22 1983 6 Blw. Winona R.R. Br. 723.0-723.8 11,120 25,751 43% 2 7/31/2013 6 Gravel Point 721.8-722.9 1,169 12,854 9% 11 6/9/2010 6 Homer 719.7-721.1 6,324 30,915 20% 5 7/24/2013 6 Blacksmith Slough 718.5-719.3 1,914 16,847 11% 9 8/9/2013 6 LaMoille Light 716.9-717.2 227 9,984 2% 44 9/30/2008 6 Upper Appch. L/D 6 714.5-714.6 33 1,466 2% 44 8/3/2000 7 Lower Appch. L/D 6 714.0-714.3 6,865 23,237 30% 3 9/11/2013 7 Richmond Island 711.4-712.3 2,914 32,053 9% 11 1982 7 Winters Landing 707.4-709.3 19,666 34,612 57% 2 8/28/2013 7 Dakota 706.1-706.6 5,622 19,027 30% 3 9/15/2009 7 Dresbach 704.0-705.3 8,187 22,514 36% 3 9/8/2009 7 Lower Dresbach Island 703.0-703.7 8,334 17,461 48% 2 8/15/2013 7 Upper Appch. L/D 7 702.5-703.0 737 10,815 7% 15 8/29/2012 8 Lower Appch. L/D 7 702.4 275 12,089 2% 44 1973 8 LaCrosse R.R. Br. 699.8-700.4 5,007 36,717 14% 7 1986 8 Blw. LaCrosse R.R. Br. 698.7-699.4 593 8,704 7% 15 10/21/2002 8 LaCrosse 698.6-698.7 184 8,113 2% 44 1989 8 Sand Slough 694.3-695.0 1,824 26,748 7% 15 10/1/2009 8 Root River 693.5-693.7 3,189 14,030 23% 4 9/20/2013 8 Picayune Island 690.8-692.4 7,156 34,987 20% 5 10/15/2013 8 Abv. Brownsville 689.9-690.8 19,900 35,024 57% 2 10/22/2013 8 Brownsville 688.7-689.4 18,823 30,675 61% 2 10/2/2013 8 Head of Raft Channel 687.5-688.7 18,422 38,597 48% 2 10/8/2013 8 Deadman's Slough 686.5-687.5 1,887 27,673 7% 15 9/22/2007 8 Crosby Slough 684.6-685.0 295 12,997 2% 44 8/22/2001 9 Lower Appch. L/D 8 678.7-679.2 344 5,042 7% 15 1988 9 Island 126 677.5-678.4 4,922 43,311 11% 9 10/4/2012 9 Twin Island 676.0-676.6 141 6,200 2% 44 1976 9 Battle Island 671.0-672.0 1,727 25,334 7% 15 1980 9 Indian Camp Light 665.0-665.8 17,718 25,149 70% 1 9/30/2013 9 Lansing Upper Light 663.8-664.9 31,447 43,240 73% 1 8/18/2013 9 Above Atchafalaya Bluff 660.0-661.0 4,025 88,551 5% 22 3/30/2012 10 Hay Point 646.0-646.6 1,803 39,667 5% 22 1972 10 Jackson Island 643.7-644.7 5,056 74,159 7% 15 1981 10 Mississippi Gardens 642.7-643.4 4,208 46,283 9% 11 9/17/2010 10 Prairie Du Chien / East Chan 635.7-636.1 2,926 42,918 7% 15 10/24/2011 10 Wyalusing 627.0-629.0 778 34,217 2% 44 1970 10 McMillan Island 618.4-619.6 17,346 38,162 45% 2 10/16/2013 10 Upper Appch. L/D 10 615.1-616.5 1,223 53,817 2% 44 1973

*** Authorized Harbor Dredging *** 2 St. Paul SBH 839.6 4,333 9,532 45% 2 9/26/2011 3 Hastings SBH 813.2 388 5,686 7% 15 11/10/1997 4 Red Wing Comm. Harbor 791.5 168 1,848 9% 11 9/7/2012 4 Red Wing SBH 791.0 864 19,007 5% 22 8/20/2007 4 Bay City 786.8 0 0 0% ---- ---- 4 Lake City 772.5 0 0 0% ---- ---- 4 Pepin SBH 767.0 52 1,146 5% 22 1980 4 Wabasha SBH 760.5 0 0 0% ---- ---- 4 Alma SBH 754.0 71 3,104 2% 44 1970 6 Winona Comm. Harbor 726.3 101 1,480 7% 15 10/2/1996

Frequency of DredgingHistoric Dredge Cuts

1970 TO 2013

SUMMARY OF DREDGING LOCATIONS - ST PAUL DISTRICT

6 Winona SBH 726.1 1,742 3,651 48% 2 6/22/2011 9 Lansing SBH 663.5 0 0 0% ---- ---- 10 Prairie Du Chien SBH 636.0 0 0 0% ---- ---- 10 Prairie Du Chien CH 635.2 0 0 0% ---- ---- 0 Baudette 0 0 0 0% ---- ----

0 Pine Creek/Angle Inlet 0 0 0 0% ---- ----

0 Warroad Harbor 0 4,158 45,740 9% 11 1/1/2007

0 Zipple Bay 0 124 2,725 5% 22 9/4/1991

*** Lock & Dam Dredging ***

L LD LSAF Lock Chamber 853.5 5 240 2% 44 8/16/2011

1 L/D 1 Lock Chamber 847.6 1 40 2% 44 1/1/1992

1 L/D 1 Aux. Lock 847.5 5 200 2% 44 3/28/2002

2 L/D 2 Behind Up Guidewall 815.3 20 900 2% 44 9/14/1998

2 L/D 2 Aux. Lock 815.2 20 900 2% 44 9/10/1998

3 L/D 3 Aux. Gates 797.0 109 4,800 2% 44 1986

4 L/D 4 Chamber 752.8 2 75 2% 44 8/20/2008

5 L/D 4 Aux. Lock 752.8 870 4,786 18% 6 10/15/2013

5 L/D 5 Chamber 738.1 7 320 2% 44 10/15/2001

5 L/D 5 Aux. Lock 738.1 44 1,957 2% 44 1985

5A L/D 5A Gate Bay 728.7 3 150 2% 44 1986

5A L/D 5A Chamber 728.5 21 310 7% 15 10/19/2001

5A L/D 5A Aux. Lock 728.5 84 3,700 2% 44 1981

6 L/D 6 Chamber 714.3 6 280 2% 44 10/29/2001

7 Lower Guidewall L/D 6 714.3 169 3,713 5% 22 1982

7 L/D 6 Aux. Lock 714.1 26 573 5% 22 8/27/2012

7 L/D 7 Chamber 702.5 24 535 5% 22 8/11/2008

8 L/D 7 Dock Access 702.3 45 1,980 2% 44 5/27/1998

8 L/D 8 Chamber 679.2 10 420 2% 44 10/2/2001

9 L/D 8 Lower Guidewall 679.0 60 2,645 2% 44 7/28/1992

9 Upper Aux. L/D 9 647.9 34 1,500 2% 44 1984

9 L/D 9 Chamber 647.9 10 420 2% 44 9/27/2001

2 Access/Pine Bend Site 823.8 396 3,485 11% 9 7/8/2013

2 Access/Upper Boulanger 821.5 5 200 2% 44 6/5/2013

2 Access/Lower Boulanger 821.1 93 1,360 7% 15 5/31/2011

3 Access/Corps Island 799.2 5 205 2% 44 8/1/2013

4 Old Miss. Channel 796.0-796.9 164 7,219 2% 44 1974

4 Access/Reads Landing Site 762.7 721 31,731 2% 44 4/7/2012

4 Indian Slough 760.0 182 8,000 2% 44 9/19/1992

4 Access/ Alma Mar. Plac. site 753.7 109 2,394 5% 22 5/12/2011

5 Island 40 Wing Dams 752.5 86 3,800 2% 44 1980

5 West Newton Chute Access 749.8 43 1,884 2% 44 9/10/2008

5 Mule Bend Side Channel 748.4 427 9,389 5% 22 1982

5 Rec. Access (Belvidere) 747.3-748.0 32 1,396 2% 44 6/8/2005

5 Murphy's Cut 747.4 45 2,000 2% 44 5/2/1991

5 Rec. Access (Half Moon) 747.3-747.4 9 395 2% 44 6/12/2005

5 Rec. Access (Buffalo City) 745.4-745.8 43 1,908 2% 44 6/1/2005

5A Access/ Wilds Bend Site 730.5 2 100 2% 44 11/15/2012

6 Blackbird Slough Sd.Ch. 727.8 100 4,400 2% 44 1980

7 Access/Trempealeau Site 714.1 21 903 2% 44 8/6/2012

7 Access/ Dakota Is Plac. Site 706.5 2 100 2% 44 5/31/2011

8 Access/Brownsville Site 688.7 10 420 2% 44 4/2/2012

9 Ferry Slough Sd. Ch. 672.1 23 1,000 2% 44 1980

9 Blackhawk Park Access 671 175 7,694 2% 44 10/21/2006

10 Wyalusing Slough Sd.Ch. 627.9 791 34,824 2% 44 1978

*** Miscellaneous Dredging ***

Frequency of DredgingHistoric Dredge Cuts

1970 TO 2013

SUMMARY OF DREDGING LOCATIONS - ST PAUL DISTRICT

10 Access/ McMillan Island 618.7 14 600 2% 44 10/16/2013

POOL

SITE ID SITE NAME COUNTY MUNICIPALITY LANDOWNER

MN RIVER

MN-14.1-RMP Cargill East River Scott Savage LMRWD

ST CROIX RIVER

SC-6.7-LWP Kinnickinnic Bar Upper Pierce Prescott WDNR SC-6.5-LWP Kinnickinnic Bar Lower Pierce Prescott WDNR

USAF - LD1

U-856.6-RMP USAF Site Hennepin Minneapolis City of Minneapolis 1-853.2-LMP Pool 1 Site Hennepin Minneapolis MnDOT 1-851.3-LME Below Franklin Ave Hennepin Minneapolis Mpls Park & Rec Board 1-849.5-RME Below Lake St Hennepin Minneapolis Mpls Park & Rec Board

POOL 2

2-840.4-RMP Highbridge Ramsey St. Paul City of St. Paul 2-836.3-RMP Southport Ramsey St. Paul St. Paul Port Authority 2-823.8-LMT Pine Bend Washington Cottage Grove Federal Government (COE) 2-822.5-LMP Shiely Pit Washington Cottage Grove Private 2-821.5-LMP Upper Boulanger Washington Cottage Grove Private 2-821.1-LMP Lower Boulanger Washington Cottage Grove Private

POOL 3

3-815.1-RMP Hastings Dakota Hastings Federal Government (COE) 3-814.7-RMP Koch Dakota Hastings Private 3-813.2-RMP Hastings Harbor Dakota Hastings MnDNR 3-808.4-LWP Dry Run Slough Pierce Prescott Private 3-802.3-RME Morgans Goodhue Diamond Bluff Federal Government (COE) 3-801.7-LWE Coulters Pierce Diamond Bluff Private 3-799.2-RMT Corps Island Goodhue Prairie Island Federal Government

POOL 4

4-795.0-LWP Monarch/Mathy Pit Pierce Trenton Private 4-794.7-RMP Red Wing Yacht Club Goodhue Red Wing Private 4-791.6-RMP Red Wing Commercial Harbor Goodhue Red Wing City of Red Wing 4-762.7-LWT Reads Landing Buffalo Reads Landing Federal Government (FWS) 4-761.1-RMP Carrels Pit Wabasha Wabasha Private 4-761.0-RMP Wabasha Gravel Pit Wabasha Wabasha Federal Government (COE) 4-759.3-LWT Crats Island Buffalo Wabasha Federal Government (COE) 4-757.5-LW Teepeeota Point Buffalo Alma Federal Government (FWS) 4-756.5-LWT Grand Encampment Buffalo Alma Federal Government (FWS) 4-754.0-LWP Alma Marina Buffalo Alma Federal Government (COE)

POOL 5

5-749.8-RMP West Newton Chute Wabasha Kellogg Federal Government (COE) 5-748.0-RMT Above West Newton Wabasha West Newton Federal Government (COE) 5-745.8-RMT Above Fisher Island Wabasha West Newton Federal Government (COE) 5-744.7-LWT Lost Island Buffalo Buffalo City Federal Government (COE)

POOL 5A

5A-738.2-RMP L/D 5 Site Winona Whitman Federal Government (COE) 5A-733.5-LWP Fountain City Service Base Buffalo Fountain City Federal Government (COE) 5A-731.9-LWP Fountain City 1 Buffalo Fountain City Federal Government (COE) 5A-730.5-LWT Wilds Bend Buffalo Fountain City Federal Government (FWS)

ST. PAUL DISTRICT - CORPS OF ENGINEERS

PLACEMENT SITE INVENTORY

ST. PAUL DISTRICT - CORPS OF ENGINEERS

PLACEMENT SITE INVENTORY

POOL 6

6-726.3-RMP Winona Commercial Harbor Winona Winona Winona Port Authority 6-726.0-LMP Winona Harbor Winona Winona City of Winona 6-723.3-RMP RTP Winona Winona Private 6-720.5-RMP Homer Winona Homer Private

POOL 7

7-714.1-LWP Trempealeau Trempealeau Tremplealeau Federal Government (COE) 7-713.1-RMP Hot Fish Shop Winona Donehoven Private 7-708.7-LWE Winters Landing LaCrosse Onalaska Federal Government (FWS) 7-706.5-RMT Dakota Island Winona Dakota Federal Government (FWS)

POOL 8

8-696.1-LWP Isle La Plume LaCrosse LaCrosse City of LaCrosse 8-690.4-LWT Above Brownsville Vernon Brownsville Federal Government (COE) 8-688.7-RMP Brownsville Houston Brownsville Federal Government (COE)

POOL 9

9-670.5-LWP Blackhawk Park Vernon Victory Federal Government (COE) 9-665.8-RIE Indian Camp Light Allamakee Lansing Federal Government (COE) 9-664.3-RIT Lansing Allamakee Lansing Federal Government (FWS) 9-663.5-LWP Lansing Hwy Bridge Crawford Lansing Federal Government (FWS)

POOL 10

10-647.1-LWP Varo Crawford Lynxville Private & WDNR 10-644.5-RIE Jackson Island Allamakee Harpers Ferry Federal Government (FWS) 10-642.4-LWP Mississippi Gardens Crawford Prairie Du Chien Private 10-636.3-LWP Prairie Sand & Gravel Crawford Prairie Du Chien Private 10-628.0-LWP Wyalusing Pit Grant Wyalusing State of WI & BNRR 10-627.8-LWP Wyalusing Beach Grant Wyalusing Grant County 10-618.7-RIT McMillan Island Clayton Guttenberg Federal Government (COE) 10-618.0-RIP Buck Creek Clayton Guttenberg Federal Government (COE) transfer sites Shading denotes site is a temporary island transfer site

MN RIVER

MN-14.1-RMP Cargill East River Scott Savage LMRWD

USAF - LD1

1-853.2-LMP Pool 1 Site Hennepin Minneapolis MnDOT

POOL 2

2-822.5-LMP Shiely Pit Washington Cottage Grove Private

POOL 4

4-795.0-LWP Monarch/Mathy Pit Pierce Trenton Private 4-791.6-RMP Red Wing Commercial Harbor Goodhue Red Wing City of Red Wing 4-761.0-RMP Wabasha Gravel Pit Wabasha Wabasha Federal Government (COE)

POOL 5

5-749.8-RMP West Newton Chute Wabasha Kellogg Federal Government (COE)

POOL 7

7-714.1-LWP Trempealeau Trempealeau Tremplealeau Federal Government (COE)

POOL 9

9-670.5-LWP Blackhawk Park Vernon Victory Federal Government (COE)

POOL 10

10-642.4-LWP Mississippi Gardens Crawford Prairie Du Chien Private 10-618.0-RIP Buck Creek Clayton Guttenberg Federal Government (COE)

ST. PAUL DISTRICT - CORPS OF ENGINEERS

Sites with Special Considerations

Historic Dredged Material Placement Sites

Rock Island District

POOL DREDGE CUT RIVER MILE PLCMT. SITE LOC. County State

11 Turkey River 609.3-609.5 608.6-608.7R Clayton Iowa

11 Turkey River 609.0-609.25 606.0L (Dairyland Power) Grant Wisconsin

11 Turkey River 608.9-609.3 608.4L Grant Wisconsin

11 Turkey River 608.9-609.2 610.3-610.6L Grant Wisconsin

11 Hurricane Island 598.6-598.8 608.4L Grant Wisconsin

11 Hurricane Island 598.5-598.8 598.6-599.0L Grant Wisconsin

11 Hurricane Island 598.6-598.8 606.0L (Dairyland Power) Grant Wisconsin

11 Finley's Landing 595.7-596.0 595.5R Dubuque Iowa

11 Finley's Landing 595.4-595.5 Wisconsin Light & PowerPlant, Cassville, RM 608.0L Grant Wisconsin

12 Island 241 561.7-562.3 561.9-562.3L Jo Daviess Illinois

12 Island 241 561.7-562.2 561.0-561.5 Jackson Iowa

12 Island 241 561.65-562.2 561.9-562.3L Jo Daviess Illinois

13 Maquoketa River 547.0-548.6 548.8R Jackson Iowa

13 Savanna Bay 538.9-539.3 538.2-538.5 Jackson Iowa

13 Savanna Bay 538.5-539.3 538.0-538.6T Carroll Illinois

13 Sabula Lower 533.0 534.0L, 533.2L, 538.6T Carroll Illinois

13 Dark Slough 531.0-531.3 531.2-531.7L Carroll Illinois

14 Beaver Island 516.3-516.6 517.0-517.2L Whiteside Illinois

14 Beaver Slough 517.3 517.3R Clinton Iowa

14 Steamboat Slough 503.7-504.0 502.9Thalweg, 503.5-503.7R Scott Iowa

14 Steamboat Slough 503.4-504.0 502.7-503.1Thalweg Scott Iowa

14 Steamboat Slough 503.3-503.8 503.7-504.0R, 503.0T Scott Iowa

14 Steamboat Slough 503.2-503.8 502.7-503.1 Rock Island Illinois

15 Lock 14 Lower 493.25 493.3R, Uper guide wall Scott Iowa

16 Lock 15 Lower 482.9 482.0L (Stockpile) Rock Island Illinois

16 Lock 15 Lower 482.55-482.8 482.0L Rock Island Illinois

16 Lock 15 Lower 482.3-482.45 482.0L Rock Island Illinois

16 Centenial Bridge 481.5-482.0 481.7-481.9L Rock Island Illinois

16 Centenial Bridge 481.5-481.9 482.0L Rock Island Illinois

16 Crescent Bridge 481.0-481.2 481.8L Rock Island Illinois

16 Linwood 476.1-476.3 482.0L (Stockpile) Rock Island Illinois

16 Linwood 476.0-476.8 482.0L (Stockpile) Rock Island Illinois

16 Buffalo 472.1-472.4 471.7-471.9R, 472.4-472.6R Scott Iowa

16 Buffalo 472.0-472.4 472.9L Rock Island Illinois

16 Buffalo 472.0-472.2 471.9R, 471.4R (stockpile) Scott Iowa

16 Montpelier 469.1-469.7 469.3-469.5L Rock Island Illinois

16 Hershy Chute 461.4-461.65 461.4-461.6R Muscatine Iowa

16 Hershy Chute 461.3-461.7 461.4-461.5L Rock Island Illinois

16 Hershy Chute 461.2-461.8 461.5R Muscatine Iowa

16 Hershy Chute 461.2-461.8 461.4-461.6R Muscatine Iowa

16 Hershy Chute 461.2-461.6 461.5-461.7L Rock Island Illinois

17 LD 16 Lower 456.2-457.0 456.2-456.5L Rock Island Illinois

17 Bass Island 447.55-447.8 447.9-448.2L Mercer Illinois

17 Bass Island 447.55-447.7 447.3R Louisa Iowa

17 Bass Island 447.5-447.9 447.3R Louisa Iowa

17 Lake Odessa (Levee) 441.0-441.1 441.0R Louisa Iowa

18 Keithsburg Upper 426.8-427.2 427.6L Mercer Illinois

18 Keithsburg Upper 426.6-427 425.5L Mercer Illinois

18 Keithsburg Lower 425.3-425.7 425.5L (Willow Bar Island) Mercer Illinois

18 Keithsburg Lower 425.3-425.5 425.5L (Willow Bar Island) Mercer Illinois

18 Keithsburg Lower 425.2-425.4 425.7-425.9L (Willow Bar Is.) Mercer Illinois

18 Keithsburg Lower 425.1-425.3 425.3-425.7L Mercer Illinois

18 Huron Island 425.1-425.3 425.7L Mercer Illinois

18 Huron Island 423.6-423.7 424.0-424.3L Henderson Illinois

18 Johnson Island 420.8-421.2 419.7-419.9R Des Moines Iowa

18 Benton Island 420.1-420.2 419.1-419.6L Henderson Illinois

18 Benton Island 420.0-420.5 419.7-419.9R Des Moines Iowa

18 Benton Island 419.7-420.2 419.2L Henderson Illinois

18 Benton Island 419.3-420.2 419.8-420.2R Des Moines Iowa

18 Benton Island 419.2-420.0R 418.5-418.6T Des Moines Iowa

POOL DREDGE CUT RIVER MILE PLCMT. SITE LOC. County State

18 Benton Island 418.8-420.3 419.6-419.7L Henderson Illinois

18 Benton Island 418.8-420.2 418.2-418.5 Des Moines Iowa

18 Benton Island 418.8-419.6 419.4-419.9R (rehandle site 419.0-419.1L) Des Moines Iowa

18 Oquawka 414.5-415.0 414.6-414.8L, 413.1-416.0 R Henderson Illinois

18 Furnal Island 413.0-414.5 418.6T (thalweg), 413.1-416.0 R Des Moines Iowa

19 Rush Island 4015.9-407.0 405.7-406.0L Henderson Illinois

19 Burlington Bluff 401.1-402.2 399.4-399.6L Henderson Illinois

19 Craigel Island 399.3-399.7 399.4-399.6L Henderson Illinois

19 Craigel Island 399.2-399.7 399.5L Henderson Illinois

19 Kemps Landing 397.6-398.0 398.0R Des Moines Iowa

19 Kemps Landing Lower 397.1-397.5 398.1R (rehandled to Kemp's cut, then Stockpile) Des Moines Iowa

19 Kemps Landing Lower 397.0-397.2 398.0R Des Moines Iowa

19 Kemps Landing 396.9-397.7 398.1R (Rehandle) Des Moines Iowa

20 Gregory Lower 351.1-352.0 348.5T Lewis Missouri

20 Buzzard Island 349.0-349.3 348.5T Lewis Missouri

20 Buzzard Island 348.9-349.3 348.7R, 348.5T Lewis Missouri

20 Buzzard Island 348.0-348.7 347.7-348.1T Lewis Missouri

20 LD 20 Upper 343.2-344.3 343.6-344.3R Lewis Missouri

21 Howard's Crossing 338.7-338.9 338.3R Lewis Missouri

21 Howard's Crossing 338.6-338.8 336.2-336.5R Lewis Missouri

21 Howard's Crossing 337.9-338.2 336.6-336.8R Lewis Missouri

21 Howard's Crossing 336.9-337.1 336.8-336.9R Lewis Missouri

21 LaGrange 336.1-336.5 336.0-336.3R, 336.4R Lewis Missouri

21 LaGrange 336.0-336.6 336.1-336.4, Beach, 336.5R Lewis Missouri

21 Willow Island 332.7-333.1 331.9-332.3L Adams Illinois

21 Willow Island 332.4-333.1 331.8-332.2L Adams Illinois

21 Hogback / Lone Tree 332.1-331.6 331.3-331.6L, 331.9R Adams Illinois

21 Hogback / Lone Tree 331.7-332.5 331.9-332.2L Adams Illinois

21 Hogback / Lone Tree 331.7-332.1 331.4L Adams Illinois

21 Hogback / Lone Tree 331.6-332.1 331.8-332.1L, 331.9R Adams Illinois

21 Hogback / Lone Tree 331.6-332.0 331.7-332.1L Adams Illinois

21 Hogback / Lone Tree 331.6-332.0 331.8-332.1R Lewis Missouri

21 Hogback / Lone Tree 331.5-331.9 332.0-332.2R Lewis Missouri

21 Hogback / Lone Tree 331.5-331.9 332.2-332.4R Lewis Missouri

21 Hogback / Lone Tree 331.4-331.8 331.6-331.8L (Dredge America) Adams Illinois

21 Hogback / Lone Tree 331.4-331.8 331.0-331.3R Lewis Missouri

21 Hogback / Lone Tree 331.3-332.1 331.5-331.9R, 332.0L Lewis Missouri

21 Hogback / Lone Tree 331.3-331.5 331.9R Lewis Missouri

21 Hogback / Lone Tree 331.2-331.8 331.9-332L, 330.6-330.9 T Adams Illinois

21 Hogback / Lone Tree 331.0-331.4 331.6R Lewis Missouri

21 Hogback / Lone Tree 330.9-332.1 331.5-331.9R (Union Township) Lewis Missouri

21 Quincy Bridges 326.5-327.9 327.6-327.7L Adams Illinois

22 NE Missouri Power 320.0 319.8-320.2L, 320.3R Marion Missouri

22 NE Missouri Power 319.9-320.2 320.1R Marion Missouri

22 NE Missouri Power 319.8-320.2 320.4R Marion Missouri

22 NE Missouri Power 319.7-320.0 320.1 R Marion Missouri

22 NE Missouri Power 319.6-320.3 320.4R, 320.2-320.4L Marion Missouri

22 Bebee Island 315.9-316.5 316.0-316.5L Adams Illinois

22 Bebee Island 315.8-316.8 315.2-315.4R Marion Missouri

22 Whitney Light 313.5 312.6Thalweg Adams Illinois

22 Whitney Light 313.3-313.5 312.9-313.0Thalweg Adams Illinois

22 Whitney Light 313.2-313.6 312.5-312.8 Adams Illinois

22 Whitney Light 313.0-314.6 313.2-312.7 T Adams Illinois

22 Whitney Light 312.8-313.2 312.5-312.8T Adams Illinois

22 Whitney Light 312.8-313.1 312.2-312.5T Adams Illinois

22 Whitney Light 312.3-312.65 311.8-312.0 Adams Illinois

22 Turtle Island 311.5-312.0 312.5T, 306.3-306.5L Pike Illinois

22 Cave Hollow 306.6-306.7 306.7L - Behind Sny Levee Pike Illinois

22 Lock 22 Upper 301.8-301.9 302.5R Ralls Missouri

24 Lock 22 Lower 300.6-300.7 300.7-300.85R Ralls Missouri

POOL DREDGE CUT RIVER MILE PLCMT. SITE LOC. County State

24 Lock 22 Lower 300.5-301.0 300.5-300.7L (Cottel Island) Pike Illinois

24 Lock 22 Lower 300.5-300.9 300.6-301.9L Pike Illinois

24 Lock 22 Lower 300.4-301.0 300.8-301.4L, less 301.0-301.2 Pike Illinois

24 Lock 22 Lower 300.4-300.8 300.6L Pike Illinois

24 Lock 22 Lower 300.4-300.7 300.7-300.8L Pike Illinois

24 Lock 22 Lower 300.4-300.65 300.8L Pike Illinois

24 Lock 22 Lower 300.4-300.6 300.7-300.9R Ralls Missouri

24 Lock 22 Lower 300.3-300.6 300.6-300.7, 297.9-298.1R Ralls Missouri

Frequency Avg. Vol. Avg. Vol. Last Pipline/ Historic Dredge Cuts Of Per Job Per Year Year Utility

Pool Cut Name River Mile Dredging (1,000 c.y.) (1,000 c.y.) Dredged Crossing

11 Turkey River 608.8 - 610.0 23% 15.5 3.6 2007

11 Hurricane Island 598.7 - 599.1 20% 12.1 2.4 2007

11 Finley's Landing 595.5 - 596.5 50% 19.7 9.8 2012

12 Island 241 Light 561.8 - 562.5 20% 47.3 9.5 2012

13 Maquoketa River 547.0 - 548.6 13% 35.0 4.7 2012

13 Savanna Bay 538.8 - 539.6 23% 75.7 17.7 2013

13 Sabula Lower 532.5 - 533.9 40% 37.8 15.1 2012

13 Dark Slough 531.0 - 531.3 10% 37.9 3.8 2013 530.1 (pipeline)

14 Beaver Island 515.8 - 517.6 10% 38.2 3.8 2013 515.1 (aerial and pipeline)

14 Beaver Slough Industrial Channel 513.0 - 517.6 3% 4.5 0.1 1999 515.1 (aerial and pipeline)

14 Steamboat Slough 503.3 - 504.0 37% 34.1 12.5 2011 502.8, 503

15 Lock #14 Lower 492.0 - 492.2 17% 2.3 0.4 2007

16 Lock #15 Lower 482.2 - 482.9 47% 12.0 5.6 2012 482.3 (pipeline), 482.6 (aerial)

16 Centennial Bridge 481.2 - 482.2 43% 13.2 5.7 2013 481.4 (aerial), 482.3 (pipeline)

16 Linwood 476.0 - 476.8 33% 9.5 3.2 2011

16 Buffalo 472.0 - 473.2 40% 28.8 11.5 2011

16 Montpelier 469.1 - 469.7 3% 65.2 2.2 2011

16 Hershey Chute 460.7 - 461.7 20% 51.5 10.3 1997

17 Lock #16 Lower 456.2 - 457.0 7% 11.5 0.8 2012

17 Bass Island 447.2 - 448.2 33% 44.5 14.8 2011 447.1 (aerial)

17 Lake Odesa 441.1 - 441.2 3% 40.4 1.3 1994

18 Keithsburg Upper 426.8 - 427.5 23% 16.2 3.8 2013

18 Keithsburg Lower 425.1 - 426.7 83% 37.4 31.2 2011

18 Huron Island 423.5 - 424.7 17% 23.8 4.0 2007

18 Johnson Island 420.5 - 421.9 7% 70.8 4.7 1992

18 Benton Island 418.5 - 420.5 53% 34.9 18.6 2010

18 Oquawka 414.7 - 415.2 20% 20.3 4.1 2008

18 Furnal Island 413.0 - 414.5 27% 15.5 4.1 2013

19 Rush Island 405.9 - 407.0 3% 6.3 0.2 2012

19 Burlington Bluff 401.1 - 401.6 3% 15.8 0.5 2005

19 Craigel Island 399.1 - 400.5 10% 31.0 3.1 1995 400.5 (pipleline)

19 Kemp's Landing 397.8 - 399.1 7% 43.3 2.9 1991

19 Kemp's Landing Lwr. 396.9 - 397.7 10% 36.6 3.7 2000

20 Gregory Lower 351.1 - 352.0 27% 7.9 2.1 2009

20 Buzzard Island 348.0 - 349.6 47% 58.1 27.1 2013

20 Lock #20 Upper 343.2 - 344.3 7% 18.6 1.2 2009

21 Howards Crossing 337.4 - 340.3 30% 20.8 6.2 2011

21 LaGrange 335.9 - 337.4 30% 42.4 12.7 2011

21 Willow Island 332.6 - 333.9 20% 60.1 12.0 1991

21 Hogback/Lone Tree 330.9 - 332.6 97% 45.3 43.8 2012 331.2 (pipeline)

21 Quincy Bridge 326.5 - 327.9 7% 10.0 0.7 2003

22 NE Missouri Power 319.7 - 321.2 37% 53.7 19.7 2011 320.4 (pipeline), 321.5 (aerial)

Summary of Dredging Locations - Rock Island District

1984 - 2013 Mississippi River

Frequency Avg. Vol. Avg. Vol. Last Pipline/ Historic Dredge Cuts Of Per Job Per Year Year Utility

Pool Cut Name River Mile Dredging (1,000 c.y.) (1,000 c.y.) Dredged Crossing

Summary of Dredging Locations - Rock Island District

1984 - 2013 Mississippi River

22 Beebe Island 315.8 - 316.9 13% 90.4 12.0 1993

22 Whitney Light 312.8 - 314.9 33% 39.7 13.2 2008

22 Turtle Island 311.5 - 312.1 23% 27.7 6.5 2008

22 Cave Hollow Light 306.0 - 306.5 57% 34.3 19.5 2013

22 Lock #22 Upper 301.5 - 303.4 10% 34.1 3.4 1994 301.9 (pipeline)

24 Lock #22 Lower 300.3 - 301.0 67% 31.3 20.9 2008

MEMORANDUM OF UNDERSTANDING BETWEEN THE

ST. PAUL DISTRICT- U. S. ARMY CORPS OF ENGINEERS AND THE

STATE OF WISCONSIN, DEPARTMENT OF NATURAL RESOURCES

CONCERNING PLACEMENT OF DREDGED MATERIAL

This agreement is entered into by and between the St. Paul District, Department of the Army, U.S. Army Corps of Engineers and the State of Wisconsin, Department ofNatural Resources, pursuant to section 30.202, Wisconsin Statutes, for the purpose of facilitating long term channel maintenance and recreational beach enhancement activities related to the placement of dredged material for the Upper Mississippi River System (UMRS) nine-foot channel project (project), Environmental Management Program- Habitat Rehabilitation and Enhancement Projects, water level management projects, and any future ecosystem restoration programs such as the proposed Navigation and Ecosystem Sustainability Program (NESP)

WHEREAS the State of Wisconsin, Department ofNatural Resources (hereinafter Department) regulates dredging and placement of materials in the lakes, rivers and streams of the State of Wisconsin to protect the public interest, fish and wildlife resources, water quality, flood flow capacity, recreational uses and the riverine environment, under the Wisconsin Public Trust Doctrine and

WHEREAS the U. S. Army Corps of Engineers (hereinafter Corps) has the responsibility under federal law to conduct dredging operations in the project to protect the public interest in maintaining and improving navigability in and near the Mississippi River, and

WHEREAS the Great River Environmental Action Team, GREAT I, and the UMRS Master Plan have developed a comprehensive Mississippi River Channel Maintenance Plan after extensive research, detailed interdisciplinary evaluations, the consideration of environmental consequences and the participation of the State of Wisconsin, the Corps, the U.S. Fish and Wildlife Service, and other agencies and states, and

WHEREAS the GREAT I Channel Maintenance Plan was endorsed by the Upper Mississippi River System Master Plan which was adopted by the Upper Mississippi River Basin Association on January 1, 1982, and

WHEREAS the Wisconsin Legislature adopted section 30.202, Wisconsin Statutes, effective April 26, 1982, and found that:

a) the regulation of disposal ofthe dredged material associated with navigation projects of the Corps required a balancing of public interest, and the interest of the federal government, and State of Wisconsin and other states, and

b) the existing state statutes, rules, and ordinances do not provide sufficient latitude to provide a balanced approach to the regulation of the disposal of these dredged materials for the Mississippi River, St. Croix River and Black Rivt<r nine foot channel conditions, and

c) because of these special circumstances a more flexible regulatory mechanism needs to be developed by the Department and the Corps, and

WHEREAS the Wisconsin Legislature in section 30.202, Wisconsin Statutes, authorized the Department to enter into a memorandum of understanding with the Corps concerning dredged material placement based upon the extensive studies of GREAT I and the UMRS Master Plan, and

WHEREAS members of the River Resources Forum (Corps, USFWS and states) refined GREAT I study recommendations and channel maintenance reconnaissance reports into a comprehensive District-wide long term document called the Channel Maintenance Management Plan (CMMP) endorsed 08/96 and containing approved dredged material placement plans based on a forty year planning period for each dredging location, and

WHEREAS Section 1103 of the Water Resources Development Act of 1986 authorized the Corps of Engineers, in consultation with the Secretary of the Interior and the States of Iowa, Minnesota and Wisconsin, to undertake, as identified in the Master Plan, an Environmental Management Program for the planning, design, construction, and evaluation of habitat rehabilitation and enhancement projects, which include the placement of fill in the UMR floodplain.

WHEREAS there is proposed legislation that may authorize the Corps of Engineers, in consultation with Secretary of Interior and States of Iowa, Minnesota and Wisconsin to undertake ecosystem restoration projects, as identified in the Final Integrated Feasibility Report and Programmatic Environmental Impact Statement for the UMR-IWW System Navigation Feasibility Study, which include the placement of fill in the UMR floodplain.

NOW, THEREFORE, in consideration of the mutual covenants hereinafter set forth, it is agreed between the Corps and the Department:

1. This memorandum of understanding is entered into by the Department under the authority granted to the Department by Section 30.202, Wisconsin Statutes. Should a conflict arise between Section 30.202 and applicable federal law, this agreement will be voidable at the option of either party.

2. Channel maintenance, Environmental Management Program, recreational beach enhancement, water level management, and the proposed Navigation and Ecosystem Sustainability Program activities related to placement of dredged material subject to this agreement and carried out in accordance with this agreement are exempt from any prohibition, restriction, requirement, permit, license, approval, authorization, fee, notice, hearing, procedure or penalty specified under sections 29.29, 30.01 to 30.20, 30.21 to 30.99, 59.692 or 87.30 or chapters 285 or 283, Wisconsin Statutes, or specified in any rule promulgated,.order issued or ordinance adopted under those sections or chapters.

3. The Corps will continue to implement a sound, balanced, long term channel maintenance program that is consistent with the objectives of the GREAT study recommendations that culminated in the development of the CMMP. The Corps will comply with the dredged material placement methods, equipment and policies contained in the CMMP (St. Paul District) or any changes coordinated through the River Resources Forum (formerly called, Channel Maintenance Forum- St. Paul District). The Corps' long term management strategy for channel maintenance will include acquisition of necessary real estate, advance preparation of sites and access to them, modification of channel control structures, dredging sediment traps and implementation of dredging quantity reduction measures.

4. The Corps may place dredged material at approved sites and conduct other approved specific activities related to channel maintenance, beach enhancement activities and Environmental Management Program -Habitat Rehabilitation and Enhancement Projects, related to the placement of dredged material on the UMRS according to the conditions contained herein. "Approved sites" under this agreement are:

(a) the endorsed Channel Maintenance Management Plan sites located in Wisconsin which are described and mapped in the CMMP Part III and found in Exhibit A.

b) the endorsed Definite Project Report for Environmental Management Program -Habitat Rehabilitation and Enhancement Projects, the endorsed Definite Project…