Information for Bidders Attachments 17185_Part2.pdf

PDF 3 MB Posted Jun 30, 2022

Attached to: 751/17185. JBB; Eagle Harbor State Harbor - Harbor Upgrades
Solicitation number: RFQ - 171 - 220000000407
Issued by: Keweenaw County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a permit issued by the Michigan Department of Environment, Great Lakes, and Energy (EGLE) to the Michigan Department of Natural Resources (MDNR) Parks and Recreation Division for the Eagle Harbor State Harbor located in Keweenaw County, Michigan. The permit authorizes the following activities on the bottomlands of Lake Superior: dredging up to 4,060 cubic yards of material, installing 589 cubic yards of riprap shoreline protection, installing 290 linear feet of new steel seawall, and installing five filled sheet pile piers ranging from 45 to 80 feet long. The permit is valid for five years from the date of issuance, September 20, 2021 to September 20, 2026.

The permit includes standard terms and conditions, as well as special instructions such as the requirement to isolate the work area with a turbidity curtain, properly dispose of all dredged material in an upland location, and refrain from conducting work during fish spawning and migration periods. The permittee is also cautioned about potential impacts to neighboring properties and the need to comply with other regulatory requirements such as soil erosion control.

View the file

Other files

File	Type	Posted
Drawings 17185_Part1.pdf	PDF	Jun 30, 2022
Addendum 2 17185.pdf	PDF	Jun 30, 2022
Technical Specifications 17185.pdf	PDF	Jun 30, 2022
Addendum #1 17185.pdf	PDF	Jun 30, 2022
Drawings 17185_Part3.pdf	PDF	Jun 30, 2022
DCSpec 17185.pdf	PDF	Jun 30, 2022
Drawings 17185_Part4.pdf	PDF	Jun 30, 2022
Advertisment 17185.pdf	PDF	Jun 30, 2022
Addendum 2 17185 (Attachment 2-5).pdf	PDF	Jun 30, 2022
Drawings 17185_Part2.pdf	PDF	Jun 30, 2022
Addendum 2 17185 (Attachment 1).pdf	PDF	Jun 30, 2022
Information for Bidders Attachments 17185_Part1.pdf	PDF	Jun 30, 2022

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Lead and Asbestos Inspection

Eagle Harbor Marina Office Building

CEC Project #EC-17585

Photo 9 – View of the Southern corner of the Well Pump Room

Photo 10 – View of the eastern corner of the Well Pump Room

Photo 11 – View of the tan painted floor in the Well Pump Room

Photo 12 – View of the groundwater well in the Well Pump Room

Photo 13 – View of the scuttle hole in the Well Pump Room

Photo 14 – View of the Women’s Bathroom

Photo 15 – Sewer vent stack in wall between Men’s and Women’s Bathrooms

Photo 16 – BP-1 sample location on northeast wall in the Marina Office

Photo 17 – WP-1 sample location on door frame between the Marina Office and Well Pump

Room

Photo 18 – DW-1 sample location on door frame between the Marina Office and Well Pump

Room

Photo 19 – TP-1 sample location on floor in southern corner of the Marina Office

Photo 20 – TP-2 sample location on floor in the center of the Well Pump Room

Photo 21 – WP-2 sample location ceiling in southern corner of the Well Pump Room

Photo 22 – BP-2 sample location on southeastern wall in Well Pump Room

Photo 23 – DW-2 sample location on southwest wall in Well Pump Room

Photo 24 – AT-1 sample location near the southeastern wall in attic above Well Pump Room

Photo 25 – AT-2 sample location near southwest edge of scuttle hole in attic above the Well

Pump Room

Photo 26 – VB-1 sample location in eastern corner of the Women’s Bathroom

Photo 27 – SC-1 sample location along southwest wall in the Men’s Bathroom

Photo 28 – DC-1 sample location in void between door frame and northwest wall in the Men’s

Bathroom

Photo 29 – WG-1 sample location on the exterior, northeast window of the Well Pump Room

Photo 30 – WG-2 sample location on exterior, southeast window the Well Pump Room

Photo 31 – WG-3 sample location on exterior, southwest window of the Marina Office

Photo 32 – GP-1 sample location on northwest fascia board of the roof eave

Photo 33 – GYP-1 sample location on the northwest sidewalk and stoop to the Women’s

Bathroom

APPENDIX E

QUALIFICATIONS

MICHAEL G. GOTHAM, Environmental Scientist

Education:

U.W. Stevens Point – B.S. Soil and Waste Resource Management, 2015

Experience: 2015 – Present Coleman Engineering Company

Certifications: 40-hour Hazwoper & 8-hour Annual Refreshers

2017 Enbridge Environmental Orientation US MLP Liquid Pipelines Safety, US MLP Ground Disturbance Awareness Confined Space Training

2017 OQ Pipeline Training Lead Sampling Technician Asbestos Containing Materials Inspector 2017 MSHA 24 Hour New Miner Training (Surface Mining)

Mr. Gotham’s experience with Coleman Engineering Company includes road construction projects, specifically Wisconsin Department of Transportation projects, as well as geotechnical drilling, soil investigation, and environmental projects. His roles have included Road Construction Inspector, Driller’s Assistant, Environmental Sampling Technician, and Project Manager’s Assistant on Environmental Projects. As a Construction Inspector, he was responsible for recording all pay items as well inspecting all traffic control and erosion control items for Wisconsin Department of Transportation projects. As a Driller’s Assistant, Mr. Gotham assisted in geotechnical investigation borings, environmental borings, sediment borings, and boring ratio tests. As an Environmental Sampling Technician, Mr. Gotham’s roles included sediment sampling, providing sediment descriptions, and proper procurement of samples for laboratory analysis. As an Environmental Scientist, Mr. Gotham’s responsibilities have included investigating the cause and magnitude of releases, oversight of Trade Contractors for site construction activities, soil and groundwater sampling, and site safety. He has also conducted subsurface investigations which are included, but not limited to, stratigraphic descriptions, aquifer analysis through hydraulic conductivity testing (slug and pump tests), and well logging. Mr. Gotham has managed a Phase I environmental site assessment and assisted the Project Manager in Phase II environmental site assessments. He has been responsible for managing budgets for private clients. Mr. Gotham’s responsibilities involve planning, analysis, cost tracking, and project management.

More recently, Mr. Gotham was certified as an Asbestos and Lead Inspector and performed inspections on numerous buildings, houses, vault toilets and lodges.

This notice must be displayed at the site of work.

Laminating this notice or utilizing sheet protectors is recommended.

Please refer to the above permit number with any questions or concerns.

NOTICE OF AUTHORIZATION

Permit Number: WRP030756 v. 1 Date Issued: September 20, 2021 Site Name: 42-Eagle Harbor State Harbor-Eagle Harbor Twp Expiration Date: September 20, 2026

The Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, P.O. Box 30458, Lansing, Michigan 48909-7958, under provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended; specifically:

Part 31, Floodplain Regulatory Authority of the Water Resources Protection.

Part 301, Inland Lakes and Streams.

Part 303, Wetlands Protection.

Part 315, Dam Safety.

Part 323, Shorelands Protection and Management.

Part 325, Great Lakes Submerged Lands.

Part 353, Sand Dunes Protection and Management.

Authorized activity:

Dredge the bottomland, install riprap shoreline protection, install steel sheet pile shoreline protection, and install 5 filled piers on the bottomlands of Lake Superior in Eagle Harbor. The land-based and barge-based dredging will be broken down into three separate areas with a total of 4,060 cubic yards of material removed and deposited in an upland location.

Install riprap in two areas. One area will have a length of 105 feet, and the other will have a length of 165 feet. The total volume of riprap to be installed will be up to 589 cubic yards. The applicant will then install 290 linear feet of new steel seawall and place up to 16 cubic yards of clean backfill landward of the new seawall. Once the seawall is installed, four 80-foot-long by 10-foot-wide by 12-foot-deep filled sheet pile piers and one pier that is 45 feet long by 10 feet wide by 12 feet deep will be installed.

To be conducted at property located in Keweenaw County, Eagle Harbor Township, TRS 58N 30W Sec 05 Waterbody: Lake Superior

Permittee:

Michigan DNR, Parks and Recreation Division Attn: Eric Cadeau 427 U.S. Highway 41 North Baraga, MI 49908

Hunter King Marquette District Office Water Resources Division 906-235-4537

EGLE-WRD

WRP030756 v1.0

Approved Issued On:09/20/2021

Expires On:09/20/2026

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

PERMIT

Issued To:

Eric Cadeau, Michigan DNR, Parks and Recreation Division 427 U.S. Highway 41 North Baraga, MI 49908

Permit No: WRP030756 v.1 Submission No.: HP9-VTX0-EWHER Site Name: 42-Eagle Harbor State Harbor-Eagle Harbor Twp Issued: September 20, 2021 Expires: September 20, 2026

This permit is being issued by the Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, under the provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA); specifically:

Part 301, Inland Lakes and Streams Part 323, Shorelands Protection and Management Part 303, Wetlands Protection Part 325, Great Lakes Submerged Lands Part 315, Dam Safety Part 353, Sand Dunes Protection and Management Part 31, Water Resources Protection (Floodplain Regulatory Authority)

Permission is hereby granted, based on permittee assurance of adherence to State of Michigan requirements and permit conditions, to:

Authorized Activity:

All work shall be completed in accordance with the attached modified plans and the terms and conditions of this permit. Authority granted by this permit does not waive any jurisdiction of the United States Army Corps of Engineers or the need for a federal permit.

Waterbody Affected: Lake Superior Property Location: Keweenaw County, Eagle Harbor Township, TRS 58N 30W Sec 05

EGLE-WRD

WRP030756 v1.0

Approved

Eric Cadeau, Michigan DNR, Parks and Recreation Division 2 WRP030756 v.1

Authority granted by this permit is subject to the following limitations:

A. Initiation of any work on the permitted project confirms the permittee's acceptance and agreement to comply with all terms and conditions of this permit.

B. The permittee, in exercising the authority granted by this permit, shall not cause unlawful pollution as defined by Part 31 of the NREPA.

C. This permit shall be kept at the site of the work and available for inspection at all times during the duration of the project or until its date of expiration.

D. All work shall be completed in accordance with the approved plans and specifications submitted with the application and/or plans and specifications attached to this permit.

E. No attempt shall be made by the permittee to forbid the full and free use by the public of public waters at or adjacent to the structure or work approved.

F. It is made a requirement of this permit that the permittee give notice to public utilities in accordance with

2013 PA 174 (Act 174) and comply with each of the requirements of Act 174.

G. This permit does not convey property rights in either real estate or material, nor does it authorize any injury to private property or invasion of public or private rights, nor does it waive the necessity of seeking federal assent, all local permits, or complying with other state statutes.

H. This permit does not prejudice or limit the right of a riparian owner or other person to institute proceedings in any circuit court of this state when necessary to protect his rights.

I. This permit shall not be assigned or transferred without the written approval of EGLE.

J. Failure to comply with conditions of this permit may subject the permittee to revocation of permit and criminal and/or civil action as cited by the specific state act, federal act, and/or rule under which this permit is granted.

K. All dredged or excavated materials shall be disposed of in an upland site (outside of floodplains, unless exempt under Part 31 of the NREPA, and wetlands).

L. In issuing this permit, EGLE has relied on the information and data that the permittee has provided in connection with the submitted application for permit. If, subsequent to the issuance of a permit, such information and data prove to be false, incomplete, or inaccurate, EGLE may modify, revoke, or suspend the permit, in whole or in part, in accordance with the new information.

M. The permittee shall indemnify and hold harmless the State of Michigan and its departments, agencies, officials, employees, agents, and representatives for any and all claims or causes of action arising from acts or omissions of the permittee, or employees, agents, or representative of the permittee, undertaken in connection with this permit. The permittee's obligation to indemnify the State of Michigan applies only if the state: (1) provides the permittee or its designated representative written notice of the claim or cause of action within 30 days after it is received by the state, and (2) consents to the permittee's participation in the proceeding on the claim or cause of action. It does not apply to contested case proceedings under the Administrative Procedures Act, 1969 PA 306, as amended, challenging the permit. This permit shall not be construed as an indemnity by the State of Michigan for the benefit of the permittee or any other person.

N. Noncompliance with these terms and conditions and/or the initiation of other regulated activities not specifically authorized shall be cause for the modification, suspension, or revocation of this permit, in whole or in part. Further, EGLE may initiate criminal and/or civil proceedings as may be deemed necessary to correct project deficiencies, protect natural resource values, and secure compliance with statutes.

O. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity from EGLE. Such revision request shall include complete documentation supporting the modification and revised plans detailing the proposed modification.

Proposed modifications must be approved, in writing, by EGLE prior to being implemented.

P. This permit may be transferred to another person upon written approval of EGLE. The permittee must submit a written request to EGLE to transfer the permit to the new owner. The new owner must also submit a written request to EGLE to accept transfer. The new owner must agree, in writing, to accept all conditions of the permit. A single letter signed by both parties that includes all the above information may be provided to EGLE. EGLE will review the request and, if approved, will provide written notification to the new owner.

Q. Prior to initiating permitted construction, the permittee is required to provide a copy of the permit to the contractor(s) for review. The property owner, contractor(s), and any agent involved in exercising the permit

EGLE-WRD

WRP030756 v1.0

Approved

Eric Cadeau, Michigan DNR, Parks and Recreation Division 3 WRP030756 v.1 are held responsible to ensure that the project is constructed in accordance with all drawings and specifications. The contractor is required to provide a copy of the permit to all subcontractors doing work authorized by the permit.

R. Construction must be undertaken and completed during the dry period of the wetland. If the area does not dry out, construction shall be done on equipment mats to prevent compaction of the soil.

S. Authority granted by this permit does not waive permit requirements under Part 91, Soil Erosion and Sedimentation Control, of the NREPA, or the need to acquire applicable permits from the County Enforcing Agent (CEA).

T. Authority granted by this permit does not waive permit requirements under the authority of Part 305, Natural Rivers, of the NREPA. A Natural Rivers Zoning Permit may be required for construction, land alteration, streambank stabilization, or vegetation removal along or near a natural river.

U. The permittee is cautioned that grade changes resulting in increased runoff onto adjacent property is subject to civil damage litigation.

V. Unless specifically stated in this permit, construction pads, haul roads, temporary structures, or other structural appurtenances to be placed in a wetland or on bottomland of the water body are not authorized and shall not be constructed unless authorized by a separate permit or permit revision granted in accordance with the applicable law.

W. For projects with potential impacts to fish spawning or migration, no work shall occur within fish spawning or migration timelines (i.e., windows) unless otherwise approved in writing by the Michigan Department of Natural Resources, Fisheries Division.

X. Work to be done under authority of this permit is further subject to the following special instructions and specifications:

1. Authority granted by this permit does not waive permit or program requirements under Part 91 of the

NREPA or the need to acquire applicable permits from the CEA. To locate the Soil Erosion Program Administrator for your county, visit www.mi.gov/eglestormwater and select "Soil Erosion and Sedimentation Control Program" under "Related Links."

2. The authority to conduct the activity as authorized by this permit is granted solely under the provisions of the governing act as identified above. This permit does not convey, provide, or otherwise imply approval of any other governing act, ordinance, or regulation, nor does it waive the permittee's obligation to acquire any local, county, state, or federal approval or authorization necessary to conduct the activity.

3. No fill, excess soil, or other material shall be placed in any wetland, floodplain, or surface water area not specifically authorized by this permit, its plans, and specifications.

4. This permit does not authorize or sanction work that has been completed in violation of applicable federal, state, or local statutes.

5. Prior to commencement of any dredging authorized by this permit, the entire work and dredged area shall be enclosed with a turbidity curtain to prevent off-site siltation. The turbidity curtain shall be installed to extend from the bed of the waterbody to a point above the existing water's surface. The turbidity curtain shall be maintained for the duration of the project and shall be left in place after completion of dredging until all disturbed sediments have settled.

6. No work or dredging within the water authorized by this permit is allowed from November 1 to December 15 due to critical spawning, migration, and/or recreational use periods.

7. The permittee is cautioned that excessive dredging resulting in the impairment of the structural integrity of seawalls on neighboring riparian properties is subject to civil damage litigation.

8. All slurry resulting from any dewatering operation shall be discharged through a filter bag or pumped to a sump located away from wetlands and surface waters and allowed to filter through natural upland vegetation, gravel filters, or other engineered devices for a sufficient distance and/or period of time necessary to remove sediment or suspended particles. The discharge of slurry water resulting from the hydrodemolition of concrete is not allowed to enter a lake, stream, or wetland.

9. All dredge/excavated material shall be immediately placed into trucks or barges and taken to an approved upland disposal site. Placement of dredge/excavated material into open water, onto ice, or onto exposed bottomland is not authorized by this permit.

EGLE-WRD

WRP030756 v1.0

Approved Issued On:09/20/2021 www.mi.gov/eglestormwater

Eric Cadeau, Michigan DNR, Parks and Recreation Division 4 WRP030756 v.1

10. The permittee acknowledges that the dredged material has not been classified as to contaminant status. Disposal of the dredged sediments is to uplands. If the dredged sediments are determined to be contaminated at a future date, permittee and dredge sediments disposal location landowner are considered potentially responsible parties and remain liable for any and all necessary site restoration and clean up under Part 115, Solid Waste Management, and Part 201, Environmental Remediation, of the NREPA. If the permittee is not the dredge sediments disposal location landowner, permittee is responsible for notifying landowner of this condition.

11. All fill shall consist of clean, washed rock or stone that is free of fines, other soil materials, any contaminants, or pollutants.

12. Unless authorized by the attached plans, the seawall, bulkhead, or revetment structure shall be placed at or above (landward) of the Ordinary High Water Mark in the location shown on the attached approved plans. Any variation from the approved location must be authorized in writing by the Water Resources Division prior to the initiation of these activities.

13. On a project requiring backfilling, the seawall shall be in place prior to placing any fill.

14. The permit placard shall be kept posted at the work site in a prominent location at all times for the duration of the project or until permit expiration.

15. This permit is being issued for the maximum time allowed and no extensions of this permit will be granted. Initiation of the construction work authorized by this permit indicates the permittee's acceptance of this condition. The permit, when signed by EGLE, will be for a five-year period beginning on the date of issuance. If the project is not completed by the expiration date, a new permit must be sought.

Issued By:

Hunter King Marquette District Office Water Resources Division 906-235-4537 cc: Eagle Harbor Township Clerk Keweenaw CEA Jean Battle, U.S. Army Corps of Engineers Lindsey Mathus, Edgewater Resources

EGLE-WRD

WRP030756 v1.0

Approved

APPLICANT:

WATERWAY:

CITY:

COUNTY:

DATE:

DATUM:

518 BROAD STREET, SUITE 200

ST. JOSEPH, MI 49085

P: 269 932 4502

F: 269 932 3542 SHEET: OF 11

06/15/21

IGLD85

KEWEENAW

EAGLE HARBOR, MI

LAKE SUPERIOR

MDNR, PARKS & RECREATION

LOCATION MAP

MICHIGAN

WISCONSIN

MICHIGAN

LAKE HURON

LAKE SUPERIOR

LAKE ERIE

LAKE

PROJECT

LOCATION

SUPERIOR

LAKE

N T

MARINA ROAD

EAGLE

HARBOR 26

PINE STREET

EAGLE HARBOR

LIFESAVING

STATION

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

N G

C O

N D

N S 2

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=100'

0 50' 100'

LAKE SUPERIOR

EXISTING

EAGLE HARBOR

LIFESAVING STATION

AND LAUNCH WELL

EXISTING

GRAVEL

PARKING

LOT/ROAD

USACE NAVIGATION

CHANNEL LIMIT (TYP.)

EXISTING BOATER

SERVICES BUILDING

EXISTING STEEL

SHEET PILE WALL

EXISTING SEASONAL

SKID PIER

EXISTING

BOAT

LAUNCH

EXISTING

MOORING AREA

(ALONG SEAWALL)

EXISTING

WATER'S EDGE

SEE PAGE 3

EXISTING

STONE ARMOR

EXISTING PROPERTY

LINES (TYP.)

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

S H

O R

N G

C O

N D

N S

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=50'

0 25' 50'

LAKE SUPERIOR / EAGLE HARBOR

EXISTING

GRAVEL

PARKING

LOT/ROAD

USACE NAVIGATION

CHANNEL LIMIT (TYP.)

EXISTING STEEL

SHEET PILE WALL

TO REMAIN

EXISTING SEASONAL

SKID PIER TO REMAIN

EXISTING BOAT

LAUNCH TO REMAIN

EXISTING

WATER'S EDGE

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

D O

N 4

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=100'

0 50' 100'

EXISTING AIR

MONIROTING TO REMAIN

PROPOSED DREDGE

AREA C @ LWD -8

(ELEV. = 593.1')

PROPOSED CRIB

SYSTEM FIXED

PIERS (TYP.)

PROPOSED ROAD

AND GRAVEL

PARKING LOTS

REHABILITATE EXISTING

TIMBER FENDERING

PROPOSED ARMOR STONE

REVETMENT AREA A

IMPROVED GRAVEL

TRAILER PARKING

TURF OVERFLOW

PARKING

PROPOSED STEEL

SEAWALL (290 LF)

PG. 6

PG. 8

PG. 9

1 & 2

PG. 7

PG. 10

45'

80' TYP.

105'

160'

PROPOSED DREDGE

AREA B @ LWD -6

(ELEV. = 595.1')

PROPOSED DREDGE

AREA A @ LWD -8

(ELEV. = 593.1')

CRIB PIERS 10'

WIDE (TYP.)

RIPRAP SCOUR

PROTECTION AT

END OF WALL

100 SF

PROPOSED ARMOR STONE

REVETMENT AREA B

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

D R

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=80'

0 40' 80'

DREDGE AREA C

DREDGE SUMMARY

AREA A AREA B AREA C

LWD-8' (593.1') LWD-6' (595.1') LWD-8' (593.1')

7,000 SF 2,400 SF 34,000 SF

150 CY 260 CY 3650 CY

385'

325'

DREDGE AREA B

DREDGE AREA A

195'

EGLE-WRD

WRP030756 v1.0

Approved

0 200-20-40

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

S H

O R

E C

R O

O N

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=10'

0 5' 10'

PROPOSED SAND FILL BEHIND SHEET

WALL TO SIDEWALK ELEVATION

BACKFILL TO MATCH

EXISTING GRADE

PROPOSED 6' WIDE

CONCRETE SIDEWALK

(ELEV=605.3')

PROPOSED

DREDGE AREA

PROPOSED NEW

SHEET PILE WALL

FINAL DREDGE DEPTH

LWD -8' (593.1')

1 PROPOSED EAST SHORELINE SECTION

SCALE: 1"=10'

PROPOSED SHEET PILE

WALL TIEBACK

BOTTOM OF SHEET PILE

WALL AT ELEV.= 581.3'

325 CY OF FILL ALONG

NEW SHEET PILE WALL

(16 CY BELOW USACE OHWM)

LWD

EGLE-WRD

WRP030756 v1.0

Approved

0 200-20

1.5

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

T R

O U

N T

C R

NOTES:

1. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

2. RUBBLEMOUND SHORE PROTECTION TO BE ADDED TO THE NORTH AND SOUTH OF THE EXISTING RUBBLEMOUND

PROTECTION CURRENTLY PRESENT.

3. CROSS-SECTION IS REPRESENTATIVE OF WHAT THE SHORE PROTECTION WILL LOOK LIKE. STONE SIZE AND

PLACEMENT MAY VARY SLIGHTLY.

PROPOSED 1-2 TON

ARMOR STONE REVETMENT

AREA A (260 CY)

EXISTING PIER

STRUCTURE (TYP.)

1 PROPOSED ARMOR STONE REVETMENT

SCALE: 1"=8'

PROPOSED CORE STONE

AREA A (75 CY)

PROPOSED GEOTEXTILE FABRIC

CREST ELEVATION = 606'

CREST WIDTH = 6'

TOE ELEVATION VARIES

WITH EXISTING GRADE

LWD

USACE OHWM

EGLE-WRD

WRP030756 v1.0

Approved

0 200-20

1.5

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

T R

O U

N T

C R

NOTES:

1. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

2. RUBBLEMOUND SHORE PROTECTION TO BE ADDED TO THE NORTH AND SOUTH OF THE EXISTING RUBBLEMOUND

PROTECTION CURRENTLY PRESENT.

3. CROSS-SECTION IS REPRESENTATIVE OF WHAT THE SHORE PROTECTION WILL LOOK LIKE. STONE SIZE AND

PLACEMENT MAY VARY SLIGHTLY.

PROPOSED 1-2 TON

ARMOR STONE REVETMENT

AREA B (640 CY)

EXISTING GRADE (TYP.)

1 PROPOSED ARMOR STONE REVETMENT

SCALE: 1"=8'

PROPOSED CORE STONE

AREA B (400 CY)

PROPOSED GEOTEXTILE FABRIC

CREST ELEVATION = 612'

TO MATCH EXISTING REVETMENT

TOE ELEVATION VARIES

WITH EXISTING GRADE

CREST WIDTH = 6'

LWD

USACE OHWM

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

G S

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

1 TYPICAL SHEET PILE WALL SECTION

SCALE: NOT TO SCALE 2 TYPICAL SHEET PILE WALL ELEVATION

SCALE: NOT TO SCALE

PROPOSED

TIMBER FENDERING (TYP.)

REPLACEMENT

CONCRETE SIDEWALK

@ ELEV=604.8'

EXISTING

STEEL SHEET

PILE WALL

TREATED 6X6 TIMBER POSTS

@ ELEV=610.3'

PROPOSED DREDGE DEPTH (593.1')

EXISTING SHEET PILE WALL

TO REMAIN

TREATED 6X6 TIMBER POSTS

@ ELEV=610.3'

12'

8' O.C.

MAINTENANCE DREDGING

EXISTING SIDEWALK

ELEVATION @ 604.8'

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

C R

M P

N 10

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=10'

0 5' 10'

CONCRETE SIDEWALK

ELEVATION @ 605.3'

GALVANIZED STEEL BIN

WALL PIER WITH INTERNAL BULKHEADS

CONCRETE PIER DECK

FINAL LENGTH OF PIER VARIES

(SEE SHEET 4)

FINAL DREDGE DEPTH LWD-8' (593.1')

CONNECT TO SHEET PILE WALL

GRAVEL FILL IN PIER

1 PROPOSED CRIB PIER SYSTEM

SCALE: 1"=8'

EXISTING WATER

ELEVATION (602.15')

BOTTOM OF SHEET PILE WALL AT

ELEVATION = 581.3'

TIMBER FENDERING

ATTACHED TO PIER PIER ELEVATION

AT 605.3'

.2'

EGLE-WRD

WRP030756 v1.0

Approved

C O

U N

T, S

. J O

, M I 4

, M I

S U

M D

N R

, P

C R

M P

N V

W 11

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

SCALE: 1"=8'

0 4' 8'

CONCRETE PIER DECK ABOVE

AT ELEVATION = 605.3'

FINAL LENGTH OF PIER VARIES

(45'-80' SEE SHEET 4)

CONNECT TO SHEET PILE WALL

GALVANIZED STEEL BIN

WALL PIER WITH

INTERNAL BULKHEADS

1 PROPOSED CRIB PIER SYSTEM

SCALE: 1"=8'

PROPOSED 6' CONCRETE

SIDEWALK

PROPOSED SHEET PILE WALL

4" - 6" DIAMETER GRANULAR GRAVEL FILL

WITH GEOTEXTILE LINER AT BOTTOM

TIMBER FENDERING

ATTACHED TO PIER

EGLE-WRD

WRP030756 v1.0

Approved

This notice must be displayed at the site of work.

Laminating this notice or utilizing sheet protectors is recommended.

Please refer to the above permit number with any questions or concerns.

NOTICE OF AUTHORIZATION

Permit Number: WRP032627 v. 1 Date Issued: March 1, 2022 Site Name: 42-Eagle Harbor State Harbor-Eagle Harbor Twp Expiration Date: March 1, 2027

Part 31, Floodplain Regulatory Authority of the Water Resources Protection.

Part 301, Inland Lakes and Streams.

Part 303, Wetlands Protection.

Part 315, Dam Safety.

Part 323, Shorelands Protection and Management.

Part 325, Great Lakes Submerged Lands.

Part 353, Sand Dunes Protection and Management.

Authorized activity:

Place up to 245 cubic yards of riprap toe stone protection along the lakeward face of the previously permitted crib piers and sheet pile seawall. Dredge up to 145 cubic yards of material from an area 70 feet by 60 feet to an average depth of 2 feet by mecahnical means from Lake Superior bottomlands. All dredge material shall be disposed of offsite in a non-regulated area. Install two spring piles to aid in water-going vessel mooring.

Waterbody Affected: Lake Superior Property Location: Keweenaw County, Eagle Harbor Township, TRS 58N 30W Sec 05

Permittee:

Eric Cadeau, Michigan DNR, Parks and Recreation Division 427 U.S. Highway 41 North Baraga, MI 49908

Hunter King Marquette District Office Water Resources Division 906-235-4537

EGLE-WRD

WRP032627 v1.0

Approved Issued On:03/01/2022

Expires On:03/01/2027

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

PERMIT

Issued To:

Eric Cadeau, Michigan DNR, Parks and Recreation Division 427 U.S. Highway 41 North Baraga, MI 49908

Permit No: WRP032627 v.1 Submission No.: HPF-PXEE-5CNS6 Site Name: 42-Eagle Harbor State Harbor-Eagle Harbor Twp Issued: March 1, 2022 Expires: March 1, 2027

EGLE certifies that the activities authorized under this permit are in compliance with the State Coastal Zone Management Program and certifies under the Federal Clean Water Act, Section 401 that the discharge from the activities authorized under this permit will comply with Michigan’s water quality requirements in Part 31, Water Resources Protection, of the NREPA and associated administrative rules, where applicable.

Permission is hereby granted, based on permittee assurance of adherence to State of Michigan requirements and permit conditions, to:

Authorized Activity:

All work shall be completed in accordance with the approved plans and specifications of this permit.

Authority granted by this permit does not waive any jurisdiction of the United States Army Corps of Engineers or the need for a federal permit.

Authorized Under Permit Category: MP 30. Maintenance Dredging on the Great Lakes and Section 10 Waters MP 46. Riprap Shoreline Protection GP Y. Spring Piles and Spring

Waterbody Affected: Lake Superior Property Location: Keweenaw County, Eagle Harbor Township, TRS 58N 30W Sec 05

EGLE-WRD

WRP032627 v1.0

Approved

Eric Cadeau, Michigan DNR, Parks and Recreation Division 2 WRP032627 v.1