ML22081A073

EGLE Wetland Permit No. WRP032246 v.1

ML22081A073
Person / Time
Site:	Fermi
Issue date:	03/02/2022
From:	Kirkpatrick K State of MI, Dept of Environment, Great Lakes, & Energy
To:	DTE Electric Company, Office of Nuclear Reactor Regulation
Shared Package
ML22081A081	List: ML22081A032 ML22081A073
References
NRC3-22-0001, WRP032246 v.1
Download: ML22081A073 (105)

Text

{{#Wiki_filter:EGLE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY WATER RESOURCES DIVISION Issued To: DTE Electric Company Attn: Michael Brandon One Energy Plaza Detroit, Michigan 48226 Permit No: Submission No.: Site Name: Issued: Revised: Expires: WRP032246 v.1 HPA-HZP4-BDZ21 DECO-Fermi 3 Power Pit March 2, 2022 March 2, 2027 PERMIT 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: C8J Part 301, Inland Lakes and Streams D Part 323, Shorelands Protection and Management C8J Part 303, Wetlands Protection C8J Part 325, Great Lakes Submerged Lands D Part 315, Dam Safety D Part 353, Sand Dunes Protection and Management D Part 31, Water Resources Protection (Floodplain Regulatory Authority) 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 Activit : Activities to be performed below the Ordinary High-Water Mark of Lake Erie: Dredge approximately 19,793 cubic yards of material. Place approximately 2,700 cubic yards of stone or riprap fill and approximately 39 cubic yards of dredge spoils. Install a total of 540 linear feet of steel sheet pile shore protection. Place 280 linear feet of temporary coffer dam with 1,100 cubic yards of temporary fill material both of which shall be removed upon completion of water intake construction. Place 1,340 linear feet of a 48-inch diameter discharge pipe at an invert elevation of 558 feet !GLD 85. Place 120 linear feet of 24-inch diameter fish return pipe at an invert elevation of 572 feet !GLD 85. EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027 __J

DTE Electric Company 2 WRP032246 v.1 Activities to be performed within 37.83 acres of regulated wetlands: Dredge approximately 156,347 cubic yards of material. Place approximately 272,359 cubic yards of fill. Place two 24 feet by 6 feet arched concrete culverts to convey water through 880 linear feet of emergent wetland in the South Canal. Place four 24-inch diameter RCP culverts, four 60-inch diameter RCP culverts and one 24 feet by 6 feet arched concrete culvert to convey water through filled portions of wetlands C, H, and U. Replace an existing bridge with a 22 feet by 7 feet box culvert, 50 feet long. Place four 12-inch diameter equalization culverts and five sediment traps. Construct eight transmission towers within wetland C. Mitigate for 14.16 acres of permanent wetland impacts and 21.4 acres of temporary impacts by constructing 111.17 acres of wetland mitigation. Restore 23.67 acres of temporary wetland impact to pre-existing conditions. All work is to facilitate construction of a nuclear electric generating facility. All work shall be completed in accordance with the approved plans and the specifications of this permit. Waterbody Affected: Lake Erie, wetlands, unnamed canals Property Location: Monroe County, Frenchtown Township, Town 06S, Range 10E, Section 21, Property Tax No. See Attachment 1-1. 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. Permittee shall notify EGLE within one week after the completion of the activity authorized by this permit by completing and forwarding the attached preaddressed postcard to the office addressed thereon. J. This permit shall not be assigned or transferred without the written approval of EGLE. K. 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. L. 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). M. 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. EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 3 WRP032246 v.1 N. 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. 0. 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. P. 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. Q. 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. R. 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 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. S. 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. T. 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). U. 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. V. The permittee is cautioned that grade changes resulting in increased runoff onto adjacent property is subject to civil damage litigation. W. 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. X. 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. Y. Work to be done under authority of this permit is further subject to the following special instructions and specifications: USACE

1. A United States Army Corps of Engineers (USACE) permit is required before this work can be conducted. Authority granted by this permit does not waive any jurisdiction of the USACE or the need for a federal permit, if required.

EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 4 WRP032246 v.1 DECISION TO CONSTRUCT

2. Activities authorized under this permit shall not commence until DTE Energy Board of Directors makes the Decision to Construct Fermi 3. DTE shall notify EGLE in writing within 30 days after the Decision to Construct. Within six months after the Decision to Construct, the following documents must be prepared and submitted to EGLE:

a. Financial Assurance described in Paragraph 35(c).

b. Conservation Easement described in Paragraph 35(d).

DTE may choose to construct the mitigation site prior to the Decision to Construct Fermi 3, at DTE's discretion.

3. After the Decision to Construct and prior to initiation of construction, a current wetland delineation report and data forms must be provided to EGLE for review and approval. If significant modification to the permitted activities is necessary, a new permit application must be submitted.

PRIOR TO CONSTRUCTION

4. Prior to initiation of construction, a preconstruction meeting shall be held with the contractor, permittee or her/his representative(s), and representatives of EGLE. Prior to initiation of wetland mitigation construction and annually before each construction season a meeting shall be held with the contractor, permittee or his/her representative(s), and representatives of EGLE. To arrange the required meeting, please contact the Water Resources Division, Jackson District Office.

5. A storm water discharge permit may be required under the Federal Clean Water Act for construction activities that disturb one or more acres of land and discharge to surface waters. For sites over five (5) acres, the permit coverage may be obtained by a Part 91, Soil Erosion and Sedimentation Control (SESC) permit, or coverage as an Authorized Public Agency (APA) and filing a "Notice of Coverage" form to EGLE's Water Resource Division. For sites with disturbance from one acre up to five acres, storm water coverage is automatic once the SESC permit is obtained or if work is being conducted by an APA. These one-to-five-acre sites are not required to apply for coverage but are required to comply with storm water discharge permit requirements. Information on the storm water discharge permit is available from the Water Resource Division's Storm Water Permit Program at www.michigan.gov/soilerosion under the "Construction Strom Water Info".

6. Prior to the initiation of any permitted construction activities, a siltation barrier shall be constructed immediately down gradient of the construction site. Siltation barriers shall be specifically designed to handle the sediment type, load, water depth, and flow conditions of each construction site throughout the anticipated time of construction and unstable site conditions. The siltation barrier shall be maintained in good working order throughout the duration of the project. Upon project completion, the accumulated materials shall be removed and disposed of at an upland (non-wetland, non-floodplain) site. The siltation barrier shall then be removed in its entirety and the area restored to its original configuration and cover.

7. Prior to the initiation of any permitted construction activity, a silt fence shall be installed along the entire route of the disturbed wetland area and maintained in good working order until permanent stabilization and re-vegetation of all disturbed areas has occurred. The silt fence shall be removed after re-vegetation. All excess soil material shall be placed on an upland location and then seeded and mulched to prevent erosion into waters, floodplain, or wetlands.

EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 5 WRP032246 v.1

8. Prior to the initiation of any permitted construction activity, all non-work wetland areas shall be bounded by properly trenched filter fabric fence and orange construction fencing to prevent sediment from entering the wetland and to prohibit construction personnel from entering or performing work in these areas. Fence shall be maintained daily throughout the construction process. Upon project completion, the accumulated materials shall be removed and disposed of at an upland site. The erosion barrier shall then be removed in its entirety and the area restored to its original configuration and cover.

WETLAND ACTIVITIES

9. Permittee shall employ appropriate Best Management Practices to areas of wetland impacts that are slated for restoration upon completion of the construction phase of Fermi 3. These BMPs shall be selected to minimize impacts to the wetland during construction and to aid restoration efforts upon completion of construction.

10. Excess soil materials from the project shall not be deposited in wetlands or surface water without first securing a permit under Part 303, Wetlands Protection, of the NREPA or other applicable statute.

11. All fill shall consist of clean, washed rock or other clean inert material that will not cause siltation nor contain soluble chemicals, organic matter, pollutants, or contaminants. All fill shall be contained in such a manner so as not to erode into any surface water, floodplain, or wetland. All raw areas associated with the permitted activity shall be stabilized with sod and/or seed and mulch, riprap, or other technically effective methods as necessary to prevent erosion.

12. Equipment bog mats shall be utilized to provide access through wetland for construction of on-site transmission line towers. Upon completion of tower construction, bog mats shall be removed, and the site restored to pre-construction grade with original soils and reseeded with appropriate native wetland seed mix.

CULVERTS

13. The culverts shall be installed to line up with the direction of flow at both the inlet and outlet ends and must be bottomless or recessed 6 to 12 inches, unless otherwise indicated in the conditions of this permit.

14. Road fill side slopes shall not be steeper than 1-on-2 (one (1) vertical to two (2) horizontal) except where headwalls of reinforced concrete, mortar masonry, dry masonry, or other acceptable methods are used.

15. Road fill side slopes and any raw banks resulting from this construction shall be riprapped to three (3) feet above the ordinary high-water mark. All other raw areas draining directly to the wetland shall be protected with riprap over geotextile filter fabric, sod, and/or seed and mulch as necessary to provide effective erosion protection.

16. The placement of any new culvert and the initial placement of fill in the wetland shall be done in the dry or in such a manner that all flow is immediately passed through the culvert. The major placement of fill shall be done in the dry or in still water where erosion and siltation will be minimized. The fill material used in this initial placement shall be washed gravel, coarse aggregate, or rock and shall be placed at both ends of the culvert above normal water level before backfill material is placed.

EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 6 WRP032246 v.1 REPLACEMENT CULVERTS

17. The existing structure shall be kept open to pass flow during removal of the existing road fill.

18. During removal of the existing structure, every precaution shall be taken to prevent debris from entering any watercourse. Any debris reaching the watercourse during the removal and/or reconstruction of the structure shall be immediately retrieved from the water. All material shall be disposed of in an acceptable manner consistent with local, state, and federal regulations.

19. The placement of the new culvert and the initial placement offill in the wetland shall be done immediately after removal of the existing culvert. The placement shall be conducted in such a manner that all flow is immediately passed through the new culverts, allowing the major placement of fill to be done in the dry or in still water where erosion and siltation will be minimized. The fill material used in this initial placement shall be washed gravel, coarse aggregate, or rock and shall be placed at both ends of the culvert to a level above normal water level before backfill material is placed.

LAKE ERIE ACTIVITIES Dredging

20. Prior to commencement of any dredging authorized by this permit, the entire dredged area shall be enclosed with a filter fabric sediment curtain to prevent off-site siltation. The sediment curtain shall be installed to extend from the bed of the waterbody to a point above the existing water's surface. The sediment 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.

21. All dredge/excavated spoils including organic and inorganic soils, vegetation, and other material removed may be used as backfill as indicated in the attached plans. Excess dredge spoils shall be placed in the on-site dredge spoils area or on upland (non-wetland, non-floodplain or non-bottomland),

prepared for stabilization, and stabilized with sod and/or seed and mulch in such a manner to prevent and ensure against erosion of any material into any waterbody, wetland, or floodplain.

22. Placement of dredge/excavated material into open water, onto ice, or onto exposed bottomland is not authorized by this permit.

23. Side casting of spoils into open water of Lake Erie is not authorized by this permit.

Cofferdam

24. Prior to construction of the water intake structure, cofferdams of steel sheet piling shall be installed to isolate all construction activities from Lake Erie and the area between the existing groins. The cofferdam shall be maintained in good working order throughout the duration of the project. Upon project completion, the accumulated materials shall be removed and disposed of at an upland site. The cofferdam shall then be removed in its entirety.

25. All slurry resulting from any dewatering operation may be discharged into the area between the existing groins provided a silt curtain is placed to retain the sediment between the groins, or 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.

EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 7 WRP032246 v.1

26. Discharge of slurry into open water of Lake Erie is not authorized by this permit.

Bulkhead and Riprap

27. Unless authorized by the approved plans the bulkhead or revetment structure shall be placed at or above (landward of) the Ordinary High-Water Mark in the location shown on the 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.

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

29. The riprap shall consist of clean stone or rock (free of paint, soil or other fines, asphalt, soluble chemicals, or organic material). The riprap shall be of appropriate weight and dimension necessary to achieve the intended shore protection.

THREATENED & ENDANGERED SPECIES

30. The proposed project is within the range of several federally listed species, including the endangered Indiana bat (Myotis soda/is), Northern long-eared bat (Myotis septentrionalis), and Eastern Massasauga Rattlesnake (Sistrurus catenatus). In addition, there are Bald Eagles (Haliaetus leucocepha/us) that regularly nest near the proposed project area. Please be advised that any activity that would cause harm to these species may require a federal permit under the Endangered Species Act or other federal regulations. The permittee shall continue Endangered Species Act Consultation with the U.S. Fish and Wildlife Service, 2651 Coolidge Road, East Lansing, Michigan 48829.

31. The following State threatened, or endangered species are known to occur on or near this project site and may be impacted by your activities: Eastern Fox Snake (Pantherophis gloyd1). Issuance of this permit does not obviate the need to obtain approval under Part 365, Endangered Species, of the NREPA, from the Michigan Department of Natural Resources (MDNR) Natural Heritage Program prior to commencement of construction activity. Please contact Casey Reitz, Wildlife Division, MDNR, 525 West Allegan St., P.O. Box 30444, Lansing, Michigan 48909, or at517-284-6210. INVASIVE SPECIES

32. To prevent the spread of invasive species, equipment shall be washed prior to arrival at a new location and when traveling from an area dominated by invasive species to an area not dominated by invasive species within the same route. Soils, organic matter, and all plant material shall be removed from equipment, including the undercarriage.

33. The permittee and contractor(s) shall take steps to minimize the risk of spreading terrestrial and aquatic invasive species during this project and shall take measures to prevent spread, where appropriate, including:

a. Visually inspecting and removing any plants or mud from footwear (boots, hip-boots, and waders).

b. Visually inspecting, removing, and properly disposing of any plants and mud from field equipment (nets, shovels, rakes, etc.) and vehicles.

c. Draining all water from vehicles and equipment, prior to leaving the site and before entering a new waterbody.

d. Thoroughly drying equipment (5-7 days, if possible) between sites.

EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 8 WRP032246 v.1

e. Disinfecting vehicles and equipment between sites (e.g. diluted bleach solution, heated pressure washer), when possible. Disinfection should be conducted away from surface waters, where the disinfecting solution will not enter any storm sewers and/or surface waters.

i. Typical diluted bleach solution treatment is 1/2 cup (4 fluid ounces) bleach to 5 gallons of water, applied by spraying or sponge so surface is thoroughly exposed to bleach solution for 10 minutes.

ii. Typical heated pressure is 140 degrees Fahrenheit water temperature, sprayed for 5-10 seconds.

f. Thoroughly washing vehicles between sites (e.g. drive-through car wash)

g. Using only native plants and seeds for restorations and best management practices.

34. If invasive aquatic or terrestrial plants are removed from a site, the permittee shall take steps to minimize the spread of these species. Dispose of invasive plant material by bagging and transporting to a landfill, composting, or burning, as appropriate, and in compliance with local and state laws. A "Watch List" of Michigan's high priority aquatic invasive species, along with how to report sightings, can be found at www.michigan.gov/aquaticinvasives.

WETLAND MITIGATION

35. The permittee shall, as a primary condition of this permit, mitigate the loss of 35.55 acres of wetland, consisting of 10.90 acres of Great Lakes Marsh, 3.15 acres of Southern Hardwood Swamp, 0.80 acre of coastal emergent, 4.89 acres of forested, 3.91 acres of coastal southern shrub carr, 1.37 acres scrub shrub, and 10.53 acres of emergent wetland. The authorization granted by this permit is contingent upon the completion of mitigation as follows:

a. A new 111.17 acre wetland area shall be created in accordance with final mitigation plans detailed in The Fermi 3 Aquatic Resource Mitigation Strategy and Final Design dated December 2014 and its parts and attachments. If the permit conditions modify the mitigation plan, the permit conditions shall take precedence over the mitigation plan. DTE may choose to construct the mitigation site prior to the Decision to Construct Fermi 3, at DTE's discretion.

b. The mitigation grading, planting, and introduction of hydrology shall be completed prior to or concurrent with initiating any other permitted activities and shall be completed prior to date of activity.

c. The permittee shall provide a surety bond or letter of credit to EGLE in a form identical to the financial assurance models on EGLE's website at www.michigan.gov/wetlands in the amount of

$12,000,000 to ensure that the replacement wetland is constructed, the conservation easement is recorded, monitoring is completed, and corrective actions are performed as required to comply with the mitigation requirements and conditions of this permit. The financial assurance document shall be provided to and accepted by EGLE within six (6) months after the Decision to Construct as specified in Paragraph 2(a) of this permit. Prior to the transfer of this permit to another person, the new person must obtain and provide a financial instrument acceptable to EGLE in the name of the new person and in the amount required by this permit. Upon request of the permittee and with the submittal of adequate proofs, EGLE may release portions of the financial instrument in accordance with the following guidelines: EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 9 WRP032246 v.1 Fifty (50) percent of the financial instrument may be released after the permittee demonstrates substantial compliance with Performance Standards a. through e. and i., in this permit, for a minimum of two years after construction of the mitigation wetland. The remaining 50 percent of the financial instrument will be released upon all of the following:

i. Submittal of all the required monitoring reports; ii. Substantial compliance with all of the performance standards as outlined in this permit, and iii. Final approval by EGLE as described in Paragraph 39.

d. The permittee shall execute a conservation easement over the mitigation area as shown on the permit plans in a form identical to the conservation easement model on EGLE's website at www.michigan.gov/wetlands. The original executed conservation easement and associated exhibits must be sent to EGLE for review and recording prior to commencement of the permitted work or within 60 days of the issuance of this permit, whichever occurs first. Send to:

Conservation Easement Coordinator, EGLE, Water Resources Division, P.O. Box 30458, Lansing, Michigan, 48909, with a copy of the executed easement mailed to the District Office. The permittee may request in writing a permit revision to extend the time deadline for submittal of the conservation easement. Such permit revision shall be considered a minor permit revision pursuant to Section 30313b and must be accompanied by the appropriate fee. The permittee shall provide the following documentation of ownership for the wetland mitigation areas. This documentation must be submitted with the original executed conservation easement to the Conservation Easement Coordinator at the above address.

i. A 50-year ownership history including copies of all deeds, encumbrances, easements, severed mineral rights, and other pertinent documents.

ii. A written statement from the property owner that there are no easements, encumbrances, or transfers of the property, in whole or in part, not disclosed in the title search or ownership history. iii. Subordination of any property interest (e.g., mrneral rights, mortgages, easements) that would interfere with establishment and protection of the conservation easement. iv. A title insurance policy insuring the conservation easement area in the name of EGLE, in an amount determined by EGLE.

v. If the property owner is a company, documentation that the person executing the conservation easement has the authority to convey land on behalf of the company.

The conservation easement boundary shall be demarcated by the placement of signs along the perimeter. The signs shall be placed at an adequate frequency, visibility, and height for viewing, made of a suitable material to withstand climatic conditions, and should be replaced as needed. The signs shall include the following language: WETLAND CONSERVATION EASEMENT NO CONSTRUCTION OR PLACEMENT OF STRUCTURES ALLOWED. NO MOWING, CUTTING, FILLING, DREDGING OR APPLICATION OF CHEMICALS ALLOWED MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY Except as otherwise provided by this permit or approved in writing by EGLE, the following activities are prohibited in perpetuity within the mitigation area: alteration of topography, creation of paths, trails, or roads; placement of fill, dredging, or excavation; drainage of surface or groundwater; construction or placement of any structure; plowing, tilling, or cultivating the EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 10 WRP032246 v.1 soils or vegetation; cutting, removal, or alteration of vegetation; including the planting of non-native plant species; construction of unauthorized utility or petroleum lines; storage or disposal of garbage, trash, debris, abandoned equipment; accumulation of machinery or other waste materials; use or storage of off-road vehicles; placement of billboards or signs; or the use of the wetland for the discharge of storm water (except as otherwise allowed in this permit).

e. Unless approved in writing by EGLE, forested and scrub-shrub wetlands shall be graded at the same elevation (i.e. flat) per wetland cell. The mitigation site shall not be fine graded but shall be left in a rough grade state (allowing for the establishment of micro-topography). Allowable tolerance shall be plus or minus 6 inches from proposed grade. Any planting or seeding of the mitigation site must consist of native Michigan plant materials.

f.

Unless approved in writing by EGLE, the permittee shall install a water control structure that can manipulate the water levels in 2-6-inch increments. The failure to install adequate water control structures may lead to the need to re-grade the entire mitigation area should the hydrology establish differently than shown on the approved mitigation plans.

g. The permittee shall notify EGLE's District Office, in writing and within 20 days of completion of each of the following items:

i. final grading ii. seeding and plant installation

h. In the event the permitted activity is begun but not completed, the permittee or owner of record shall remain responsible for completion of the mitigation wetland and associated conditions, as determined by EGLE. Such determinations shall be based upon the extent of the disturbance to the existing wetlands.

i.

Should the mitigation wetland fail to become established after two complete growing seasons, or fail to progress satisfactorily towards a self-sustaining wetland system as required by this permit, the permittee shall:

i. Assess the problem and its probable causes; ii. Develop reasonable and necessary corrective measures as a revision to original plans; iii. Submit proposed corrective measures to EGLE for confirmation and approval within 60 days of identification of the problem; and iv. Upon EGLE approval, implement corrective measures.

Additional mitigation monitoring may be required to evaluate the success of the corrective measures.

j.

The permittee shall submit a Long-Term Management Plan for the mitigation site for EGLE approval with the ninth-year mitigation monitoring report. The Long-Term Management Plan shall provide for stewardship agreements and endowments for the entire wetland mitigation site and shall also include:

i. Documentation of baseline conditions to include background information on the site; documentation of existing site conditions using detailed maps, aerial photography, soil and topographic maps, wetland boundaries, and photo documentation; adjacent land uses; invasive species; community types; and rare and imperiled communities or species occurrences on the site.

ii. Identification of immediate and long-term threats to the site (may include invasive species, habitat fragmentation, etc.) iii. List and prioritize management actions to address the threats. EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 11 WRP032246 v.1 iv. Identify existing and proposed human uses and recreation activities of the site and address the associated management issues.

v. Proposed plan for long-term monitoring and periodic updates to the management plan.

vi. Any other planned site-specific management practices. Wetland Mitigation Performance Standards

36. The following performance standards will be used to evaluate the mitigation wetland:

a. Construction has been completed in accordance with EGLE's approved plans and specifications included in the permit and mitigation plan.

b. The mitigation wetland is characterized by the presence of water at a frequency and duration sufficient to support a predominance of wetland vegetation and the wetland types specified at the end of the monitoring period. At a minimum, flooding, ponding or saturation with 12 inches of the soil surface shall occur for 14 consecutive days throughout the growing season. At least one primary indicator of hydrology will be present by the end of the monitoring period.

c. A layer of high-quality topsoil, from the A horizon of an organic or loamy surface texture soil, is placed (or exists) over the entire wetland mitigation area at a minimum thickness of six (6) inches. Photo documentation and email communication during placement of topsoil is required.

The development of hydric soil characteristics is required by the end of the monitoring period and shall be documented using the Field Indicators of Hydric Soils manual.

d. The mitigation wetland shall be free of oil, grease, debris, and all other contaminants.

e.

A minimum of six (6) wildlife habitat structures, consisting of at least three (3) types, have been placed per acre of mitigation wetland. At least 50 percent of each structure shall extend above the normal water level. The types of acceptable wildlife habitat structures are:

i. Tree stumps laid horizontally within the wetland area. Acceptable stumps shall be a minimum of 6 feet long (log and root ball combined) and 12 inches in diameter.

ii. Logs laid horizontally within the wetland area. Acceptable logs shall be a minimum of 10 feet long and 6 inches in diameter. iii. Whole trees laid horizontally within the wetland area. Acceptable whole trees shall have all of their fine structure left intact (i.e., not trimmed down to major branches for installation), be a minimum of 20 feet long (tree and root ball), and a minimum of 12 inches in diameter. iv. Snags which include whole trees left standing that are dead or dying, or live trees that will be flooded and die, or whole trees installed upright into the wetland. A variety of tree species should be used for the creation of snag habitat. Acceptable snags shall be a minimum of 20 feet tall (above the ground surface) and a minimum of 12 inches in diameter at breast height. Snags should be grouped together to provide mutual functional support as nesting, feeding, and perching sites.

v. Sand mounds at least 18 inches in depth and placed so that they are surrounded by a minimum of 30 feet of water measuring at least 18 inches in depth. The sand mound shall have at least a 200 square foot area that is 18 inches above the projected high-water level and oriented to receive maximum sunlight.

f.

The mean percent cover of native wetland species in the herbaceous layer at the end of the monitoring period is not less than:

i. 60 percent for emergent wetland.

ii. 80 percent for scrub-shrub wetland. EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 12 WRP032246 v.1 iii. 80 percent for forested wetland. iv. 80 percent for wet meadow wetland.

g. Extensive areas of open water and submergent vegetation areas having no emergent and/or rooted floating vegetation shall not exceed 10 percent of the mitigation wetland area. Extensive areas of bare soil shall not exceed five percent of the mitigation wetland area. For the purposes of these performance standards, extensive refers to areas greater than 0.01 acre (436 square feet) in size.

h. The total percent cover of wetland species in each plot shall be averaged for plots taken in the same wetland type to obtain a mean percent cover value for each wetland type. For the purposes of this standard, total percent cover is the percent cover of the ground surface covered by vegetation, bare soil, and open water, when viewed from above. Total percent cover cannot exceed 100 percent. Plots within identified extensive open water and submergent areas, bare soil areas, and areas without a predominance of wetland vegetation shall not be included in this average. Wetland species refers to species listed as Facultative and wetter on the U.S. Army Corps of Engineers National Wetland Plant List for Michigan.

i.

The mitigation wetland supports a predominance of wetland vegetation (as defined in the "US Army Corps of Engineers Wetlands Delineation Manual" and regional supplements) in each vegetative layer, represented by a minimum number of native wetland species, at the end of the monitoring period. The minimum number of native wetland species per wetland type shall not be less than:

i.

15 species within the emergent wetland. ii. 15 species within the scrub-shrub wetland. iii. 15 species within the forested wetland. iv. 20 species within the wet meadow wetland.

j.

The total number of native wetland plant species shall be determined by a sum of all species identified in sample plots of the same wetland type.

k. At the end of the monitoring period, the mitigation wetland supports a minimum of:

i. Three hundred (300) individual surviving, established, and free-to-grow trees per acre in the forested wetland that are that are a minimum of 5 feet tall and are classified as native wetland species and consisting of at least four different species.

ii. Three hundred (300) individual surviving, established, and free-to-grow shrubs per acre in the scrub-shrub wetland that are a minimum of 4 feet tall and are classified as native wetland species and consisting of at least five different species. iii. Eight (8) native wetland species of grasses, sedges, or rushes per acre in the wet meadow wetland. Physiognomic classification of trees and shrubs shall be in accordance with the Michigan Floristic Quality Assessment (Michigan Department of Natural Resources, 2001). I. The mean percent cover of invasive species including, but not limited to, Phragmites australis (Common Reed), Lythrum sa/icaria (Purple Loosestrife), and Phalaris arundinacea (Reed Canary Grass), Typha angustifolia (Narrow-Leaved Cat-tail), Typha glauca (Hybrid Cat-tail), Frangu/a a/nus(Glossy Buckthorn), and Alliara petiolata (Garlic Mustard) shall in combination be limited to no more than ten (10) percent within each wetland type. Invasive species shall not dominate the vegetation in any extensive area of the mitigation wetland. EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 13 WRP032246 v.1

m. If the mean percent cover of invasive species is more than ten (10) percent within any wetland type or if there are extensive areas of the mitigation wetland in which an invasive species is one of the dominant plant species, the permittee shall submit an evaluation of the problem to EGLE.

If the permittee determines that it is infeasible to reduce the cover of invasive species to meet the above performance standard, the permittee must submit an assessment of the problem, a control plan, and the projected percent cover that can be achieved for review by EGLE. Based on this information, EGLE may approve an alternative invasive species standard. Any alternative invasive species standard must be approved in writing by EGLE.

n. If the mitigation wetland does not satisfactorily meet these standards by the end of the monitoring period, or is not satisfactorily progressing during the monitoring period, the permittee will be required to take corrective actions as described in Paragraph 35 (i).

This mitigation project was designed in large part to replace functions and values of Great Lakes marsh, a rare and imperiled wetland type characterized by fluctuating water levels that may dramatically alter vegetation zones and their placement on the landscape. Per the Michigan Natural Features Inventory, Natural Communities of Michigan: Classification and Description, "Seiches, storms, and water level cycles strikingly change vegetation over short periods by destroying some vegetation zones, creating others, and forcing all zones to shift lakeward or landward to accommodate water levels." EGLE shall consider the variable nature of this wetland type when requiring corrective actions and determining compliance with performance standards. Wetland Mitigation Monitoring

37. The permittee shall monitor the wetland mitigation for a minimum of ten (10) years following grading, planting, and introduction of hydrology for all wetland types (Years 1-4, 6, 8, 10). A monitoring report, which compiles and summarizes all data collected during the monitoring period, shall be submitted annually by the permittee. Monitoring reports shall cover the period of January 1 through December 31 and be submitted to EGLE prior to January 31 of the following year. The permittee shall conduct the following activities and provide the information collected in the monitoring reports:

a. Measure inundation and saturation at all staff gauges, monitoring wells, and other stationary points shown in the mitigation plan monthly during the growing season. Hydrology data shall be measured at a sufficient number of points sampled at a sufficient frequency to accurately depict the water regime of each wetland type.

b. Sample vegetation in plots located along transects shown in the mitigation plan once between July 15 and August 31. Woody vegetation may be sampled earlier in the growing season to allow for accurate counts. The number of sample plots necessary within each wetland type shall be determined by use of a species-area curve or other approach previously approved by EGLE. The minimum number of sample plots for each wetland type shall be no fewer than five (5). Sample plots shall be located on the sample transect at evenly spaced intervals or by another approach previously accepted by EGLE. If additional or alternative sample transects are needed to sufficiently evaluate each wetland type, they must be approved in advance in writing by EGLE.

c. The herbaceous layer (all non-woody plants and woody plants less than 3.2 feet in height) shall be sampled using a 3.28 foot by 3.28-foot (one square meter) sample plot. The shrub and tree layer shall be sampled using a 30-foot radius sample plot. The data recorded for each herbaceous layer sample plot shall include a list of all living plant species, and an estimate of percent cover in five (5) percent intervals for each species, bare soil areas, and open water EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 14 WRP032246 v.1 areas relative to the total area of the plot. The number and species of surviving, established, and free-to-grow trees and surviving, established, and free-to-grow shrubs shall be recorded for each 30-foot radius plot. Provide plot data and a list of all the plant species identified in the plots and otherwise observed during monitoring. Data for each plant species must include common name, scientific name, wetland indicator status from the most recent U.S. Army Corps of Engineers National Wetland Plant List for Michigan, physiognomic classification, and whether the species is considered native according to the Michigan Floristic Quality Assessment (Michigan Department of Natural Resources, 2001). Nomenclature shall follow the Flora of North America, which can be found at www.fna.org. The locations of sample transects, and plots shall be identified in the monitoring report on a plan view showing the location of wetland types. Each transect and sample plot shall be permanently and visibly staked at a frequency sufficient to locate the transect and sample plots in the field.

d. Delineate any extensive (greater than 0.01 acre in size) open water areas, bare soil areas, areas dominated by invasive species, and areas without a predominance of wetland vegetation, and provide their location on a plan view.

e. Delineate all wetland plant communities and provide their location on a plan view. Forested and scrub-shrub wetland plant communities shall be differentiated between areas that meet the performance standard of 300 free-to-grow trees and/or 300 free-to-grow shrubs per acre and areas that have been planted in trees and shrubs that do not meet the 300 free-to-grow performance standard.

f.

Document any sightings or evidence of wading birds, songbirds, waterfowl, amphibians, reptiles, and other animal use (lodges, nests, tracks, scat, etc.) within the wetland noted during monitoring. Note the number, type, date, and hour of the sightings and evidence.

g. Inspect the site, during all monitoring visits and inspections, for oil, grease, man-made debris, and all other contaminants and report findings. Rate (e.g., poor, fair, good, excellent) and describe the water clarity in the mitigation wetland.

h. Provide annual photographic documentation of the development of the mitigation wetland during vegetation sampling from permanent photo stations located within the mitigation wetland. At a minimum, photo stations shall be located at both ends of each transect. Photos must be labeled with the location, date photographed, and direction.

i.

Provide one-time photographic documentation of the placement of at least six (6) inches of high-quality soil, from the A horizon of an organic or loamy surface texture soil, across the site.

j.

Provide a description of the type of habitat rehabilitation mechanism or structure and representative photographs of each.

k. Provide the number and type of habitat structures placed and representative photographs of each structure type. Photo document decay or movement of structures over the monitoring period.

I. Provide a written summary of data from previous monitoring periods and a discussion of changes or trends based on all monitoring results. This summary shall include a calculation of the acres of each wetland type established, a plan view drawing depicting each ecological type, and identification of all performance standards and whether each standard has been met. EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 15 WRP032246 v.1

m. Provide a written summary of all the problem areas that have been identified and potential corrective measures to address them.

38. A qualified individual able to identify plants to genus and species must conduct the wetland monitoring.

EGLE reserves the right to reject reports with substandard monitoring data.

39. EGLE will determine if the performance standards have been met. If the performance standards have not been met, EGLE may require corrective actions and subsequent annual monitoring until final approval from EGL~ can be granted.

40. Prior to final written approval of the mitigation by EGLE, the permittee shall submit the following :

a. A written statement that the mitigation is complete and request for final approval of the mitigation.

b. A copy of the permit.

c. "As-built" plans and specifications signed and sealed by a registered surveyor or licensed engineer.

d. A surveyed boundary of the established wetland within the mitigation area, including the total acreage of the mitigation wetland and the acreage of each type of wetland created. The wetland boundary shall be flagged and numbered in the field to allow easy identification by EGLE field staff.

e. An adequate stewardship agreement with a land conservancy or other long-term management organization and EGLE, which is in compliance with the EGLE approved long-term management plan, shall be established, and recorded for the mitigation site. The Stewardship Agreement shall include the following:

i.

Establish the agency responsible for stewardship obligations. ii. Establish monitoring time periods, report criteria and reporting schedule. iii. Long-term vegetation and invasive species management goals and actions. iv. Long-term signage and fencing management plans.

v. Identify the financing mechanism secured to fund Steward to ensure long-term protection and management of the site, in accordance with the goals of the Conservation Easement.

f.

Complete all monitoring requirements including the submittal of all required monitoring reports. ADDITIONAL CONDITIONS 41. This permit is limited to authorizing the construction as specified above and carries with it no assurances or implications that associated lake, stream, wetland, or floodplain areas can be developed and serviced by the structures authorized by this permit.

42. 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."

EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

DTE Electric Company 16 WRP032246 v.1

43. 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.

44. 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.

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

46. 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.

47. 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.

48. Upon signing by the permittee named herein, this permit must be returned to EGLE's Water Resources Division, Jackson District Office, for final execution. This permit shall become effective on the date of the EGLE representative's signature.

Permittee hereby accepts and agrees to comply with the terms and conditions of this permit. Permittee X f\\A.;c.\\--o.."-\\ ~ ~r-o-,.. ~bo Printed Name and Title of Permittee Issued By: cc: Frenchtown Township Clerk Monroe County Drain Commissioner Monroe County SESC USACE Patti McCall, Tetra Tech Jeff Bridgland, EGLE Anne Garwood, EGLE Mike Pennington, EGLE Erin Smyth, EGLE Date L~ ~..... s..... _J ~ ~'"\\)-<-r <,: 3 lJlt Kathryn Kirkpatrick Jackson District Office Water Resources Division 517-435-9014 EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

EGLE NOTICE OF AUTHORIZATION Permit Number: WRP032246 v. 1 Site Name: DECO-Fermi 3 Power Pit Date Issued: March 2, 2022 Expiration Date: March 2, 2027 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 301, Inland Lakes and Streams. ~ Part 303, Wetlands Protection. ~ Part 325, Great Lakes Submerged Lands. Authorized activity: Activities to be performed below the Ordinary High-Water Mark of Lake Erie: Dredge approximately 19,793 cubic yards of material. Place approximately 2,700 cubic yards of stone or riprap fill and approximately 39 cubic yards of dredge spoils. Install a total of 540 linear feet of steel sheet pile shore protection. Place 280 linear feet of temporary coffer dam with 1,100 cubic yards of temporary fill material both of which shall be removed upon completion of water intake construction. Place 1,340 linear feet of a 48-inch diameter discharge pipe at an invert elevation of 558 feet IGLD 85. Place 120 linear feet of 24-inch diameter fish return pipe at an invert elevation of 572 feet IGLD 85. Activities to be performed within 37.83 acres of regulated wetlands: Dredge approximately 156,347 cubic yards of material. Place approximately 272,359 cubic yards of fill. Place two 24 feet by 6 feet arched concrete culverts to convey water through 880 linear feet of emergent wetland in the South Canal. Place four 24-inch diameter RCP culverts, four 60-inch diameter RCP culverts and one 24 feet by 6 feet arched concrete culvert to convey water through filled portions of wetlands C, H, and U. Replace an existing bridge with a 22 feet by 7 feet box culvert, 50 feet long. Place four 12-inch diameter equalization culverts and five sediment traps. Construct eight transmission towers within wetland C. Mitigate for 14.16 acres of permanent wetland impacts and 21.4 acres of temporary impacts by constructing 111.17 acres of wetland mitigation. Restore 23.67 acres of temporary wetland impact to preexisting conditions. All work is to facilitate construction of a nuclear electric generating facility. All work shall be completed in accordance with the approved plans and the specifications of this permit. 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. EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

To be conducted at property located in: Monroe County, Waterbody: Lake Erie, wetlands, unnamed canals Section 21, Town 06S, Range 1 OE, Frenchtown Township Permittee: DTE Electric Company Attn: Michael Brandon One Energy Plaza Detroit, Michigan 48226 Kathryn Kirkpatrick Jackson District Office Water Resources Division 517-435-9014 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. EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

Fermi 3 Joint Permit Renewal Application -1 -1: Project Location Map (1 page following cover page) EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

-1 Project Location Map ENRICO FERMI ENERGY C NTER 6400 DIXIE HWY FRENCHTOWN TWP NEWPORT. Ml.J8165 9725 PROP RTY LOCA TION J:0721 I

From the Nor rh /Derroit} on l-75. rake Exlr 2 1 {1Vewport Rd/. Turn right ;,nd continue to tt,e /r11/ll c light 11/ {)/xl e Hig way SI. Charles Church and School, *11 be Of/ /he right Turn right on/a Oix ie Highway and continue aboul three (3) mites to /he Enrico Fermi Energy Center s lgfl Turn /ofr end follow Fermi Drfvo lo tho Security Gatehouse. Fi om Southbound 1-215. axi l onto,Vorthbound 1-15. Take the first e ii, Exi r 21 (Newport Rd). Fof/w rhe instrucr,ans for /It (/is red above! From lhfl South / Toledo) on I 75, take Exit 15 fM-SO,Dixie /-fighway) Turn right continue approximately s,x 16) miles to the Enrico Fermi Energy Ct1n/er sign. Tum r,ght amt follow Fermi Dri ve ro the Secuf/ty Gatenouse. Revision 2 Page 1 of 1 uJ R... 0 uJ "' "' i g MASSERANT Fermi 3 Joint Permit Renewal Application -1 111111111 - IITllll'llmUAIE.I EGLE-WRD WRP032246 vl.0 Approved Issued ~ * ~ 2./2022 Expires On:03/02/2027

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Fermi 3 Joint Permit Renewal Application Figures Figures (56 pages following cover pages) Site Wide Figure 2-1 Existing Site Conditions Figure 2-2 Wetland Delineation Map Figure 2-3 Wetland Impact Map Figure 2-4 Legend of Construction Area Locations Figure 2-5 Site Plan Figure 2-5A Site Plan Figure 2-58 Site Plan Figure 2-5C Site Plan Figure 2-5D Site Plan Figure 2-5E Site Plan Figure 2-5F Site Plan Figure 2-5G Site Plan Figure 2-5H Site Plan Construction Area 1 Figure 12-2A Construction Area 1 Plan View A Figure 12-28 Construction Area 1 Plan View 8 Figure 12-2C Construction Area 1 Section Details Construction Area 2 Figure 12-3A Construction Area 2 Plan View Figure 12-38 Construction Area 2 Section Details Construction Area 3 Figure 12-4A Construction Area 3 Plan View A Figure 12-48 Construction Area 3 Plan View 8 Figure 12-4C Construction Area 3 Section Details Construction Area 4 Figure 12-5A Construction Area 4 Plan View Figure 12-58 Construction Area 4 Section Details Construction Area 5 Figure 10-3A Construction Area 5 Plan View Figure 10-38 Construction Area 5 Profile of Proposed South Canal Culverts Figure 12-GA Construction Area 5 Plan View Figure 12-68 Construction Area 5 Section Details Figure 14-1A Construction Area 5 Plan View Figure 14-18 Construction Area 5 Profile of Proposed South Canal Culverts EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

Fermi 3 Joint Permit Renewal Application Figures Figures Continued Warehouse, PAPNIB and Parking Garage Figure 10-1A Warehouse, PAPNIB Parking Garage Plan View of Culverts at Doxy Road Figure 10-1B Warehouse, PAPNIB Parking Garage Profile Proposed Culverts at Doxy Rd. Figure 10-1C Warehouse, PAPNIB Parking Garage Section 'A' Details Figure 10-1D Warehouse, PAPNIB Parking Garage Section 'B' Details Figure 12-7A Warehouse, PAPNIB and Parking Garage Plan View Figure 12-7B Warehouse, PAPNIB and Parking Garage Section "C" Details New Operations Access Road Figure 10-4A New Operations Access Road Plan View Figure 10-4B New Operations Access Road 22' x 7' Box Culvert Plan View Figure 12-SA New Operations Access Road Plan View A Figure 12-SB New Operations Access Road Plan View B Figure 12-SC New Operations Access Road Section Details Figure 14-2A New Operations Access Road Plan View Figure 14-2B New Operations Access Road Typical Section for Curb and Gutter Typical Section and Detail Profile Sediment Trap Figure 14-2C New Operations Access Road Security Gate Section 'A' Details Figure 14-2D New Operations Access Road Profile of Proposed Culverts A-D Figure 14-2E New Operations Access Road 22' x 7' Box Culvert Plan View Figure 14-2F New Operations Access Road Elevation 'B' and Section 'D' Details Figure 14-2G New Operations Access Road Plan View Section 'C' Details Onsite Transmission Figure 12-9A Onsite Transmission Plan View Figure 12-9B Onsite Transmission Section Details Lake Erie Construction Area Figure 10-2A Lake Erie Construction Area Plan and Profile of Proposed Fermi 3 Discharge Pipe Figure 10-2B Lake Erie Construction Area Discharge Pipe Dredging Section 'A' Details Figure 10-2C Lake Erie Construction Area Pipe Dredging Section 'B' Details Figure 10-2D Lake Erie Construction Area Intake & Proposed Sheet Piling Section Details Figure 10-2E Lake Erie Construction Area Proposed Intake Structure Section 'D' Details Figure 10-2F Lake Erie Construction Area Proposed Cofferdam Figure 10-2G Lake Erie Construction Area Proposed Fermi 3 Discharge Pipe Riser Detail EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027

N A Fermi 3 Joint Permit Application Figures ACE j WM 573.4 Poitv... r LEGEND 1~ A.U

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. i APPROX. MDEQ OHWM '.,f p~A.U USACE OHWM '.,f ~D. WETLAND BOUNDARY APPROXIMATE PROPERTY LINE DESIGNATED ENVIRONMENTAL AREA FERMI 2 SPOILS/FILL MATERIALS , ' LOCATION I I I I I i_ I ( I I LAKE ERIE EGLE-WRD FIGURE 2-1 EXISTING SITE CONDITIONS WRP032246vl.O Approved Revision 1 SCALE: 1"=1000' Page 1 of 56 Issued (A~9g_;\\'W./t022 Expires On:0371li/2027

N A LEGEND PSS PEM Pro ~ / ./', ,,,_~ 5.45 ac /, OPEN /? WATER / Ato*' ~/ w I 4.59 ac PEM PALUSTRINE SCRUB SHRUB WEllAND PALUSTRINE EMERGENT WEllAND PAWSTRINE FORESTED WETLAND APPROXIMATE PROPERTY LINE OPEN WATER WEllAND BOUNDARY M 161.65 ac PEM p 0.21 ac PFO 3.46 ac PEM 1.96 ac PEM OPE~7 WATE/ I Fermi 3 Joint Permit Application Figures I LAKE ERIE L __ OPEN WATER LAKE ERIE EGLE-WRD FIGURE 2-2 WETLAND DELINEATION MAP WRP032246 vl.O Approved Revision 1 Page 2 of 56 Issued (fir~ t;

• 1/2 022 Expires On:03/02/2027

LEGEND PSS PEM PFO PALUSlRINE SCRUB SHRUB WETI.AND PALUSlRINE EMERGENT WETI.AND PALUSlRINE FORESTED WETI.AND APPROXIMATE PROPERTY LINE ~ OPEN WATER m ~ II ~ CONSlRUCTIONJ FOOTPRINT (TEMPORARY IMPACT TYP.) WETI.AND BOUNDARY CONSlRUCTION BOUNDARY PALUSTRINE SCRUB-SHRUB (PSS) POTENTIAL WETI.AND IMPACTS PALUSlRINE EMERGENT (PEM) POTENTIAL WETI.AND IMPACTS PALUSTRINE FORESTED (PFO) POTENTIAL WETI.AND IMPACTS OPEN WATER POTENTIAL IMPACTS CURRENT DREDGING LIMITS lRANSMISSION LINES F (P) TOWER FOOTPRINT 0. 1 B ac (PERMANENT PFO IMPACT TYP.) F (P) 2.53 ac - -~~ PFO CC &: DD PEM (P) 3..46 ac PEM H (P) 1,96 ac PEM Fermi 3 N Joint Permit Application e;g"~' ~ I LAKE ERIE -y OPEN WATER I (T) OPEN WATER FIGURE 2-3 WETLAND IMPACT MAP EGLE-WRD WRP032246 vl.O ~ pproved Revision 1 Page 3 of 56 A~~

• U n:03/02/2022 Expires On:03/02/2027

N A NEW OPERATIONS ACCESS ROAD FIGURE 10-4A FIGURE 10-48 FIGURE 12-8A FIGURE 12-88 FIGURE 12-8C FIGURE 14-2A FIGURE 14-2E FIGURE 14-28 FIGURE 14-2F FIGURE 14-2C FIGURE 14-2G FIGURE 14-20 ONSITE TRANSMISSION FIGURE 12-9A FIGURE 12-98 CONSTRUCTION AREA 3 FIGURE 12-4A FIGURE 12-48 FIGURE 12-4C CONSTRUCTION AREA 4 FIGURE 12-5A FIGURE 12-58 CONSTRUCTION AREA 1 FIGURE 12-2A FIGURE 12-28 FIGURE 12-2C LEGEND APPROX. MDEQ OHWM USAGE OHWM WETLAND BOUNDARY DESIGNATED ENVIRONMENTAL AREA Fermi 3 Joint Permit Application Figures APPROX. MDEQ HWM 572.4 \\ I /,11,._--'-'-,, WAREHOUSE, PAPNIB AND PARKING GARAGE FIGURE 10-1A FIGURE 10-18 FIGURE 10-1 C FIGURE 10-10 FIGURE 12-?A FERMI 2 CONSTRUCTION AREA 5 FIGURE 10-3A FIGURE 12-6A FIGURE 10-38 FIGURE 12-68 IGURE 14-1A GURE 14-18 LAKE ERIE CONSTRUCTION AREA FIGURE 10-2A FIGURE 10-2E FIGURE 10-28 FIGURE 10-2F ( FIGURE 10-2C FIGURE 10-2G FIGURE 10-2D - ~ TION AREA2 LAKE ERIE APPROX. MDEQ OHWM 572.4 ~- .,,, (l

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'J. TEOROLOGICAL TOWER FIGURE 2-4 LEGEND OF EGLE-WRD CONSTRUCTION AREA LOCATIONS WRP032246vl.0 Revision 1 Approved SCALE: 1 "=1000' Page 4 of 56 Issued ~ ~* /6~1/2022 Expires On:03/02/2027

FIGURE 2-5 SITE PLAN NO SCALE Revision 1 Page 5 of 56 Fermi 3 Joint Permit Application Figures N A SCAl£.: 1"

• SOO' LEGEND PSS PIJ..IJSTRINE SCAUI SHR\\.111 WET\\N,C POI PALLISTRIHEEMERGENTWET\\AND Pf'O PAU.ISTRINE FORESTED WETlANO Al'!"l'IO)CMATI::PROPERTYI.M

~ A HOfttZOHTAL ' ~ CONTRC1 PALUSTR!NESCRIJ&.SliRU81P$S! POTENTIAl.WETI..ANDIMPACTS PA.1.USTRl,IE EMEROEHT (PEM) POTENTIAI.WE11ANOIMPM:TS PALIJSTRl<IEFORESTEO(PFO) POTENTw. W£T\\.ANO IMPACTS ,. ----COOi.NCi-~ 1' ONWATUIT_...0,._ ~ 'lll"lll--1~-- EGLE-WRD WRP032246 v1.0 Approved Issued ~ 1/ 3/11022 Expires On:03/02/2027

Fermi 3 MATCHLINE SEE FIGURE 2-5B Joint Permit Application ---r------------:::a~--,~---~-.r--,--~-----r---r-----rir--......:~-~--~ures N A LOCATION MAP Revision 1 I ~ 0... _j <( u l-o:: u 22 OPEN WATER QUARRY LAKE X PEM PEM HELIPORT OPEN WATER yy PEM POINTE AUX PEAUX GATE LEGEND APPROX. MDEQ OHWM USACE OHWM WETLAND LIMIT CONSTRUCTION BOUNDARY FIGURE 2-5A SITE PLAN SCALE: 1 "=500' Page 6 of 56 EGLE-WRD WRP032246 vl.0 Approved Issued tfrJ.9 1/{)~\\12022 Expires On:03/02/2027

Fermi 3 Joint Permit Application Figures C (T) 0.34 ac PEM C (P) 0.33 ac PEM F (P)

0. 1 8 ac ---~il'..-.r LOCATION MAP LEGEND APPROX. MDEQ OHWM USAGE OHWM NEW FERMI DRIVE EXISTING~

FERMI DRIVE WETLAND LIMIT CONSTRUCTION BOU NDARY FERMI 3 CONSTRUCTION LAYDOWN (~60 ACRES) CONSTRUCTION AREA4 MATCHLINE SEE FIGURE 2-5A FIGURE 2-5B SITE PLAN SCALE: 1 "=500' Revision 1 Page 7 of 56 PFO 0 LO I N w 0:::

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m 12027

MATCHLINE SEE FIGURE 2-5D PEt:1 CONSTRUCTION ARE15 N PEM .. ( CONSTRUCTION AREA2 4 fO-. .. z PEM PEN/ ATER *. ( \\.J <l'. .. AA (T) u;> 0.80 ac N PEM w 0:: =1 (9 LL w w (/) w z ....J § tv,4f?£,4 <l'. ~ N A LOCATION MAP Revision 1 \\ ( M PEM p PFO z G) ~_J LEGEND APPROXIMATE PROPERTY LINE ~ APPROX. MDEQ OHWM USACE OHWM WETLAND LIMIT CONSTRUCTION BOUNDARY DESIGNATED ENVIRONMENTAL AREA FIGURE 2-5C SITE PLAN SCALE: 1 "=500' Page 8 of 56 Fermi 3 Joint Permit Application OPEN Figures LL LO I N w 0:: =1 (9 LL w w (/) w z ....J I u ~ ~ EGLE-WRD WRP032246 vl.0 Approved Issued On: ~: 2 Expires On:03/02/2027

Fermi 3 Joint Permit Application .--------------!:M:.:.::A.:.:.T.:::C.:.,:H,:;;,:Ll.:.:,N:;;.E.:::S7 EE~F~IGTU.:..:R,:;;.E.=.2-..:::5,:;;.E __ '7t' _____ ~::":'-:--7 Figures ~ PEM NEW OPERATIONS ACCESS ROAD FERMI 2 SECURITY GATE HOUSE

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~ ~ CONSTRUCT! AREA'Y Revision 1 \\ A ~0~0~~0 &=~ I (P) ... l 0:"44 ac PFO ......J ... r: I PFO OPEN WATER LOCATION MAP l.. C (P) .24 ac PEM... f::f?A,. IVf/ < r::-, ~!? '104 t...::.J s U (P) 3.46 ac PEM ~~ lz 11-IB LEGEND APPROX. MDEQ OHWM USACEOHWM WETLAND LIMIT CONSTRUCTION BOUNDARY I 2 w a::

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u::: w w CJ) w z

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~ ~ METEOROLOGICAL MATCHLINE SEE FIGURE 2-5C FIGURE 2-50 SITE PLAN SCALE: 1 "=500' Page 9 of 56 EGLE-WRD WRP032246 vl.O Approved Issued ~~ tfou~1/2022 Expires On:03/02/2027

N A LOCATION MAP LEGEND APPROX. MDEQ OHWM USAGE OHWM WETLAND LIMIT CONSTRUCTION BOUNDARY Revision 1 MATCHLINE GG PFO FIGURE 2-5E SITE PLAN SCALE: 1 "=500' Page 10 of 56 Fermi 3 Joint Permit Application Figures ___,,,L---PREVIOUS DISPOSAL (~11 ACRE I LO I N w 0:::

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C) LL w w CJ) w z

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~ ~ D WRP032246 vl.O Approved Issued On:03/02/2022 Ex$lf~'e t (Yi1a~03/02/2027

Fermi 3 MATCHLINE SEE FIGURE 2-5G Joint Permit Application ures LAKE ERIE CONSTRUCTION AREA FERMI 3 WATER INTAKE "'---CURRENT SPOILS DISPOSAL AREA ~ TER I N w Ct'.

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C) LL w w Cl) w z __J l\\ f-< 2 METEOROLOGICAL TOWER NEW LOCATION (60 METERS) 0 <( 0 0:: (9 z 0 LOCATION MAP Revision 1 LEGEND APPROX. MDEQ OHWM USACE OHWM WETLAND LIMIT CONSTRUCTION BOUNDARY FIGURE 2-5F SITE PLAN SCALE: 1 "=500' Page 11 of 56 N A EGLE-WRD WRP032246 vl.O Approved Issued OW~ / o/2022 Expires On:03/02/2027

0 LO I N ~ TECTED 0A U:: NDARY w w Cf) w z __J I u ~ ~ MATCHLINE SEE FIGURE 2-5H / / BOUNDARY LINES V--ARE THE SAME AS PROPERTY LINES (~1 260 ACRES) I OPEN WATER I LOCATION MAP LEGEND N A APPROX. MDEQ OHWM USACE OHWM Fermi 3 pp 1cation Figures WETLAND LIMIT CONSTRUCTION BOUNDARY DESIGNATED ENVIRONMENTAL AREA FERMI 1 AREA I !---- I (T) CURRENT DREDGING LIMITS FERMI 3 OUTFALL 7 -7 I OPEN WATER------:-J APPROXIMATE PROPERTY LINE MATCHLINE SEE FIGURE 2-5F L.1.---'----------------------------------'~.......,.;;..u....,D FIGURE 2-5G SITE PLAN Revision 1 SCALE: 1 "=500' Page 12 of 56 WRP032246 vl.0 Approved Issued mi~ I *..!1/2022 Expires On:03/02/2027

w IO I N w er:

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CJ u:: w w Cl) w z _J I u f- <( ~ N A Fermi 3 Joint Permit Application Figures LOCATION MAP LEGEND ~ APPROX. MDEQ OHWM USAGE OHWM WETLAND LIMIT CONSTRUCTION BOUNDARY DESIGNATED ENVIRONMENTAL AREA " ~ OPE_N_ W_A_T_E_R _ - J OPEN WATER / MATCHLINE SEE FIGURE 2-5G L ___ _l_ _ _L~~~u....=-=-::-:-:=-:=--=---=-:-:-~7-:::;::~~~-;:=;:....:.=-.=....:. ____ ~~~~D FIGURE 2-5H SITE PLAN WRP032246vl.0 Approved f ~~~~s %\\1J\\~f8it~tf 1 Revision 1 SCALE: 1 "=500' Page 13 of 56

N A QUARRY LAKE X 575 79 Fermi 3 Joipt Permit Appl! ation '\\ FI ures '\\.. ~~-..,,!:::: "-- ~ 3/4, \\ ~-v-..., ~ ~~--:: vr LEGEND \\ j _ _,,,..,*59055, l ((l r,,,~-/ ----~ ~ ....._..J,---

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'i ,,~ I "-7S' w / /"./r,:r. ,.--- / \\ 1 \\.X)86 60'\\ z ~~~~ I , S Q_ 1 ~=- H* / w w (/) N: - Cl\\ 1/ ~v l~I ~/\\l I~ w z 'J AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT LOCATION MAP NOTE:

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITY WILL BE USED FOR BACKFILL ONSITE. AFTER WHICH, THE AREA WILL BE USED TO STOCKPILE SPOILS FROM LOCATIONS ONSITE.

2.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. WETLAND II AREA= 0.52 acres USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION= 1,675 CY WETLAND EXCAVATION= 1,675 CY WETLAND FILL= 1,746 CY WETLAND JJ AREA = 1.37 acres USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION= 4,437 CY WETLAND EXCAVATION= 4,437 CY WETLAND FILL = 5,784 CY FIGURE 12-2A CONSTRUCTION AREA 1 PLAN Vl oW, - WRD SCALE: 1"=150' Revision 1 Page 14 of 56 WRP032246 vl.O Approved Issued t#..~

21/2022 Expires On:03/02/2027

N A WETLAND L, x-m ~ \\ \\.. '-- '-- \\ \\ l \\_ \\ \\ \\.,_ X 576.49\\ '\\ \\ \\ \\ \\ X 575.33 \\ ~ X 575 86 Fermi 3 Joint Permit Application Figures \\ \\ \\ \\ \\ \\ ' \\ ) \\ \\ \\ \\ \\ WETLAND L X 575 79 X 575.78 NOTE:

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITY WILL BE USED FOR BACKFILL ONSITE. AFTER WH ICH, THE AREA WILL BE USED TO STOCKPILE SPOILS FROM LOCATIONS ONSITE.

2.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. WETLAND AA AREA= 0.80 acres X 57526 ~ USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION= 2,568 CY WETLAND EXCAVATION= 2,568 CY WETLAND FILL= 6,593 CY LEGEND 188888&1 AREA OF WETLAND FILL CONTOURS '--- / LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT LOCATION MAP FIGURE 12-2B CONSTRUCTION AREA 1 PLAN Vl~~i1':~.o SCALE: 1"=150' Revision 1 Page 15 of 56 Approved Issued dii~ 96~1/2022 Expires On:03/02/2027

Revision 1 EXISTING ,__ _____ WETLAND AA ------------. 590-s.-w_~-=--=-==~-=-----+-----------------+---+--G_R_A_D_E __ N~E 590 585 585 580 580 575 575 570 ~PR~DEQOHWM 570 572.4 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75 GEOTEXTILE GRID CONSTRUCTION AREA 1 SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) Fermi 3 Joint Permit Application Figures CONSTRUCTION AREA 1 SECTION ~ AREA OF EXCAVATION - USACE OHWM APPROX. MDEQ ~ AREA OF UPLAND FILL OHWM SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) AREA OF WETLAND FILL FIGURE 12-2C CONSTRUCTION AREA 1 SECTION DETAILS Page 16 of 56 EGLE-WRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires s !2027

N A t + QUARRY LAKE t-LEGEND ~z~~~st~A~R~E~A~O;F WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION

• • • • • • SILTFENCE WETLAND LIMIT PROPOSED BUILDING LOCATION MAP NOTE:

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITIES WILL BE USED FOR SUBCONTRACTOR BUILDINGS AND GRAVEL PARKING.

2.

UTILITIES SHALL BE PLACED IN UPLAND AREAS.

3.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

4.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. I 015. _ _/ --- '-- -s1s...._ WETLANDY AREA= 1.14 acres X 57.111.64 X 57541 ~ WETLAND L X 574.78 USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION = 3,570 CY WETLAND EXCAVATION= 3,570 CY WETLAND FILL = 7,905 CY FIGURE 12-3A CONSTRUCTION AREA 2 PLAN \\,(~,~ ;x:~.o SCALE: 1"=150' Revision 1 Page 17 of 56 Approved Issued On:03/02/2022 Expires oMs Pi ~ 27

Revision 1 PROPOSED GRADE PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE Fermi 3 Joint Permit Application Figures .----QUARRY LAKE ROAD NW WETLAND Y _ _, SE 590 -r---~--~,£_----""-...,---------'1-t---------+--+----=r= 590 585 5' AVG. FILL 585 2' AVG. CUT 580 580 575 575 570 APPROX.MDEQ 570 OHWM 572.4 _.../ 565-+---- --+-- ----+----+---+------+------ 0+00 PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE 1+00 2+00 GEOTEXTILE GRID 3+00 4+00 EXISTING GRADE CONSTRUCTION AREA 2 SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) PROPOSED GRADE EXISTING GRADE 595 _s.-w ___ t----+-------------+------+----------+-----------N---,-E 595 590 590 585 5' AVG. FILL 585 2' AVG. CUT 580 580 575 575 570 ~PPROX. MDEQ 570 OHWM 572.4 565 -+------+------+-----+--+------+------+------+------+---I-565 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 GEOTEXTILE LEGEND GRID ~ AREA OF EXCAVATION CONSTRUCTION AREA 2 SECTION ~ AREAOFUPLANDFILL SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) ~ AREA OF WETLAND FILL USACE OHWM APPROX. MD , W.. RD WRP032246 vl.O FIGURE 12-3B CONSTRUCTION AREA 2 SECTION D ETAI Ls Approved Issued On:03/02/2022 Page 18 of 56 Expires O ~Q 27

N A LOCATION MAP LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION

• • • • • • SILT FENCE WETLAND LIMIT PROPOSED BUILDING NOTE:

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITY WILL BE USED FOR SUBCONTRACTOR BUILDINGS AND GRAVEL PARKING.

2.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

3.

UTILITIES SHALL BE PLACED WITHIN EXISTING IMPACT AREAS.

4.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT.

5.

BUILDINGS WILL HAVE 8" THICK CONCRETE SLAB BASE. Fermi 3 Jo;ot;:: Ap * ~: / :57 C I ~ (~ \\~- FIGURE 12-4A CONSTRUCTION AREA 3 PLAN V!m-ri.o SC:ALE: 1 "=150' Rev1s1on 1 Page 19 of 56 Approved Issued Ord.~ / ~1/2022 Expires On:03/02/2027

N A X 575.65 + w LOCATION MAP ' LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCT! SILT FENCE Fermi 3 1 ~ Jor:,.~,t Apph,g~:~: I t57270 WETLAND C J USACE OHWM 573.4 ----.c, 1 I I,. ! :a )... >( ~- 7,. I ~~~~; WETLAND LIMIT ~.....__ -57R- ---,- -~ WETLAND B AREA= 0.76 acres USACE OHWM USACE OHWM DREDGE= 4,276 CY USACE OHWM EXCAVATION= 1,855 CY WETLAND EXCAVATION= 6,131 CY WETLAND FILL= 5,805 CY WETLAND C AREA= 6.93 acres USACE OHWM DREDGE= 55,772 CY USACE OHWM EXCAVATION= NA WETLAND EXCAVATION= 55,772 CY WETLAND FILL= 71,226 CY WETLAND D AREA = 1.37 acres USACE OHWM DREDGE = 11,039 CY USACE OHWM EXCAVATION= NA WETLAND EXCAVATION= 11,039 CY WETLAND FILL= 12,341 CY WETLAND E-NORTH AREA = 1.87 acres USACE OHWM DREDGE= 12,193 CY USACE OHWM EXCAVATION= 2,885 CY WETLAND EXCAVATION= 15,078 CY WETLAND FILL= 15,465 CY WETLAND E-SOUTH AREA= 2.04 acres USAGE OHWM DREDGE= 14,361 CY USAGE OHWM EXCAVATION= 2,083 CY WETLAND EXCAVATION= 16,444 CY WETLAND FILL= 17,043 CY VRD 3 6 vl.O FIGURE 12-4B CONSTRUCTION AREA 3 PLAN Vis: ' _S_C_A_L_E_:_1-"=_1_5_0_' -------------------------------~p_p_r-oved Issued On:03/02/2022 Expires OAti§Ci$m>'1?027 Revision 1 Page 20 of 56

PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE PROPOSED GRADE EXISTING GRADE Fermi 3 Joint Permit Application Figures i-._j-DOXYROAD

---

r----~~----_-_-_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_- _-_--+=--::.-::.-::_-::_-::_-::_-::__W_E_T_LA_N_D_S_E_-S_O_U_TH_,_D_, &_C ~~~----+-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.~-r--t----t----;-S,-E 590 590 NW 585 ____

___, _________________________ ____,~~-

---

+---+--+---1-+- 585 580 -+----------------+------

---

+--=-6'--'--A'-'-V=G'--'.F....:..:IL=L'------1~-+e-t--,~_,.,,.-+---------+-+-- 1-580 575 570 570 565 -+-------------------------+--+--------+--------------::-:-,:--:-:-:-:-,=:-.,--+- 565 560 -+-------+-----+------+------f-------+-----+--+-----+------+-----+-560 0+00 1+00 2+00 3+00 4+00 5+00 GEOTEXTILE GRID 7+00 8+00 8+90 CONSTRUCTION AREA 3 SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM)

RR FERMI DRIVE_,__ __ PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE PROPOSED GRADE 590s_w.--t---+----!,f-------------+----------------;--------------+---N.-E 590 585 585 580 580 575 570 1--\\~~~~itm~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~rr-T 570 565 565 560 560 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+80 Revision 1 GEOTEXTILE LEGEND GRID ~ AREA OF DREDGE CONSTRUCTION AREA 3 SECTION ~ AREA OF UPLAND FILL SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) ~ AREA OF WETLAND FILL

• t;WJvJVRD NOTE: UTILITIES WILL BE ABOVE GEOTE I (6. ~6 vl.0 FIGURE 12-4C CONSTRUCTION AREA 3 SECTION DETAILS Approved Issued On:03/02/2022 Expires O i:i§ 'OID 27 Page 21 of 56

N A /.f

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/* I \\ \\ "\\. \\ \\ I I J X 585.66 / { + ( I I 11 \\ X 577 79 // I\\ l 11 I\\ 0 WETLAND X / Fermi 3 Joint Permit Application _.,.,__,.-=. Figures \\ I I I X 585.84

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\\~ NOTE:

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITY WILL BE USED FOR SUBCONTRACTOR GRAVEL PARKING.

2.

UTILITIES SHALL BE PLACED IN UPLAND AREAS.

3.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

4.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. I I f//;~ _, I 1//;1,1/ 7/ I 114* ;; 'l)l;,1// 7111 1'lfl;,1/;1 ;i/ '/)~ '111:) 11{, ~1/// 1/f//, fl II I xi 'ltr' ~'IL/ I I I I \\ I I I \\. \\ I 11 \\ \\ / I I I \\ 1_ I I\\ \\ I QUARRY LAKE ~~:§:~~~=~~~-:: ~ =-- ~ -- r-- ~* / -..,...,-~~...:f-"-"--~,,,,_ 1/~ - =§::_-~ WETLAND W AREA = 4.59 acres USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION= 15,211 CY WETLAND EXCAVATION= 15,211 CY WETLAND FILL= 20,989 CY LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION

• • * * ** SILT FENCE WETLAND LIMIT LOCATION MAP PROPOSED BUILDING Revision 1 FIGURE 12-5A CONSTRUCTION AREA 4 PLAN Vil RD

, 6 vl.O

---

,t,,.n-r,=ed SCALE: 1"=150' Page 22 of 56 Issued On:03/02/2022 Expires On rfJ '27

PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE i-------1---- WETLAND W -----------i 595-wr------.----------'1------------------~,-+- 590 _ ___ --+-------+------------+----'3'""_5'-*'-'- Av-'--'G"-'-.-'--F=IL=- L - -f-EXISTING GRADE 2' AVG. CUT 585 585 580 580 575-+------U-r.:>.tc\\l...LC------~='"""-'-'l..WUl!L>.!L>l.::!-\\-l----l--------+- 575 570 570 0+00 1+00 2+00 3+00 5+00 GEOTEXTILE GRID CONSTRUCTION AREA 4 SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) Fermi 3 Joint Permit Application Figures EXISTING GRADE PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE PROPOSED GRADE Revision 1 N 595 -,--;---,c----------------------------------,---+------~ 595 3.5' AVG. FILL 590 590 585 585 580 580 575 575 570--+-------+-------+-------+-------+-~~~~=-i'-'~~~---------+----+-570 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+55 GEOTEXTILE LEGEND GRID ~ AREA OF EXCAVATION CONSTRUCTION AREA 4 SECTION ~ AREAOFUPLANDFILL SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) Imm AREA OF WETLAND FILL USACE OHWM APPROX. MD~a< iVRD FIGURE 12-58 CONSTRUCTION AREA 4 SECTION DETAILS WRP032246 vl.0 Approved Issued On:03/02/2022 Expires -~ - :20 12027 Page 23 of 56

N X 572.76 A ~~ ~!It~ X s12.1s ~~~~ X 572.77 ~ WETLANDC Jo LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION O SILT FENCE .. ~. WETLAND LIMIT 0 LOCATION MAP \\ I ~ I \\ I I. I ..n * ~"" "' I "'\\ X 57580 \\,~ ETLAND FO 1.6 Fermi 3 Joint fermit ~~ic;a tion ~ / igur'es

-

_1

/ / I I / / / I / / / I r / / (' ( GWALLS WITH 8.8 CY RIPRAP / .J ALONG WINGWALL r - ' / 1 I I I I /_,,.. I I I I I I I I I / I I I I I I/ / r-- 1 //// / I / / -f/ / / r / \\ \\ C \\ \\ ) PROPOSED 24'x6' ARCH ~ ULVERTS, 880 LFT ) \\ '\\ ) \\ ) \\ \\ \\ /I; \\ \\ \\ (f / \\ \\ '- \\., ( I \\ \\ \\ I I I I I \\ l r-ONNECT TO EXIST. I l _ 24" CULVERT \\ I // /,,,.. ) j( ) ) I,,-,,.- OUTH / / ,,,- / / ~ '- / / / / ANAL _,,.,-/ / / / / 1.17 AC -

---

/

/ / / --. / / / / ! / /'/~--/,,./ J (/ (1 I/ //-;:::..~J--::;;,_J/; \\ \\ "~ I I / /~ ONNECTTO ) L~_-_ XIST. CULVERTS (-- --- - ' \\ ' -------~,Q'( '---... \\\\. \\ v"-.::::------=-~ I--'- ........, ( - ------ ONNECT TO ~ '- XIST. CULVERTS ~.::__ = = = UNCTION CHAMBER ~ FIGURE 10-3A CONSTRUCTION AREA 5 PLAN Vl£}{¥WRD SCALE: 1"=150' Revision 1 Page 24 of 56 WRP032246 vl.0 Approved Issued ~ I ~1!~022 Expires On:03/02/2027

590 580 570 560 550 2+00 4+00 6+00 8+00 10+00 12+00 FIGURE 10-3B 14+00 16+00 y 590 Fermi 3 Joint Permit Application Figures 8.8 CY RIPRAP 580 APPROX. MDEQ OHWM .EL. 572.4 IGLD 85 x6' ERTS 570 560 550 18+00 20+00 LEGEND WATER ELEVATION USACEOHWM APPROX. MDEQ OHWM CONSTRUCTION AREA 5 PROFILE OF PROPOSED SOUTH CANAL CULVERTS SCALE: 1"=300' HORZ.; 1"=20' VERT. (IGLD 85 DATUM) Revision 1 Page 25 of 56 EGLE-WRD WRP032246 vl.0 Approved Issued ~ ~ t; ~ 022 Expires On:03/02/2027

N A t******** X 572 75 X5 ,,,,-WETLAND C LEGEND j0 AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT USAGE OHWM APPROX. MDEQ OHWM LOCATION MAP NOTE: ) 3

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITY WILL BE USED FOR LAYDOWN.

2.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

3.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. WETLAND KK AREA = 1.62 acres USAGE OHWM DREDGE = 2,065 CY USAGE OHWM EXCAVATION= 3,120 CY WETLAND EXCAVATION= 5,185 CY WETLAND FILL= 8,884 CY SOUTH CANAL AREA= 1.17 acres Fermi 3 USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION= NA WETLAND EXCAVATION= NA WETLAND FILL = 11,342 CY FIGURE 12-6A CONSTRUCTION AREA 5 PLAN Vl£~WRD SCALE: 1"=150' Revision 1 Page 26 of 56 WRP032246 vl.0 Approved Issued ~~ * /6~'1/2022 Expires On:03/02/2027

i---- FERMI DRIVE DOXY ROAD --~ WETLAND KK SOUTH CANAL 590 _W~---+-+---------+-------+--E~ 590 5.5' AVG FILL 585 58 580--+-- --+-- -+------+--2=-'.:..c.A~-'--'*G::..:.*-=-C-=-UT.:__--+----+->~~ 575 570 --+--~~~,---C---1----= = ~-""-'----- 570 565 565 0+00 1+00 3+00 3+39 GEOTEXTILE PROPOSED GRID CULVERT CONSTRUCTION AREA 5 SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) PROPOSED GRADE PROPOSED GRADE PROPOSED 2"x3" STONE COVERED BY 21AA LIMESTONE EXISTING GRADE Fermi 3 Joint Permit Application Figures 590-sr-w--+-____ _;:-__:--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~_-_-_-_w_E_TL_A_N_D_K_K~~~~~~~----_-_-_-_-_-_-_1-_-_-_-_-_--::.._-_-_-_-_-:::_-:::_-:::_-:=_-:=_-:=_-=. ____ +-,- NE590 585-+-- -+------'------ --S,FA-fl,;f-F-P.Al\\fFRF-A--fW-------------------\\--+---"-'3_.,,_5'_,__,Ac,_:VG"".-'-F'-=IL=-L---\\-----'-I-- 580-+-- --+------------=-c-'--"-'-=-'-'-'==--'--"--'--'-=-----'<-----------+---+- 2=-'.:...:AV..:..:G=*-=C-=-UT.:..___+------' 585 580 575 575 570--~~==~---------------------- ------+.- - -------------J-565-+-------+-------+-----t------+-------------+-------+------+-------J-570 565 0+00 Revision 1 1+00 2+00 3+00 4+00 5+00 GEOTEXTILE GRID 6+00 CONSTRUCTION AREA 5 SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM) 7+00 8+00 8+60 LEGEND ~ AREA OF EXCAVATION ~ AREA OF UPLAND FILL fflM AREA OF WETLAND FILL USACE OHWM APPROX. MD RD FIGURE 12-68 CONSTRUCTION AREA 5 SECTION DETAILS WRP032246 vl.0 Approved Issued Q.! 9 ' 022 Page 27 of 56 Expires On: /2027

N A LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT USAGE OHWM APPROX. MDEQ OHWM LOCATION MAP X 572 75 X5 ,.,,--WETLAND C Jo \\

I

', :\\\\1 \\ :~*-[ '6,: ~ I ,: \\:. \\ '. X 576.43 /

• • • 11.* u *u**u*******

X s1s 79 \\ \\ \\ \\ Fermi 3 Joint Permit Application Figures / ALONG WINGWALL I I I / I / I I I J I JI I I I I/ I I / I I I I I I I /I I I I//// I I I I / ,..1 I I I I 11,../ I I ti// / I / I I / ,,1 , 1,, I I / I /,,.. r,,.....,,,.,,......... -- 1 / \\ \\ t, ', \\, ',, I I / / / I I r----- ) PROPOSED 24'x6' ARCH ULVERTS, 880 LFT \\ I I \\ \\ \\ \\ \\ ) \\ \\ I / I ' ' \\ I I / / / \\ I / / \\ \\ \\ I \\ I I I I I I I I I \\ \\ ' ' ' ' I CONNECT TO EXIST. 24" CULVERT FIGURE 14-1A CONSTRUCTION AREA 5 PLAN Vl~ WRD SCALE: 1"=150' Revision 1 Page 28 of 56 WRP032246 vl.O Approved Issued dr-J~ /~112022 Expires On:03/02/2027

Revision 1 590 580 570 560 550 2+00 4+00 6+00 8+00 10+00 FIGURE 14-1 B 45 WINGW 12+00 14+00 16+00 Fermi 3 Joint Permit Application Figures 590 8.8 CY RIPRAP 580 APPROX. MDEQ OHWM -EL. 572.4 IGLD 85 x6' ERTS 570 560 550 18+00 20+00 LEGEND USAEC OHWM APPROX. MDEQ OHWM CONSTRUCTION AREA 5 PROFILE OF PROPOSED SOUTH CANAL CULVERTS SCALE: 1"=300' HORZ.; 1"=20' VERT. (IGLD 85 DATUM) Page 29 of 56 EGLE-WRD WRP032246 v1.0 Approved Issued OW.~ t;i~ 022 Expires On:03/02/2027

Revision 2 ~ '\\ I I I / ( IS WETLAND / / \\ ( I

ILINJ, FT

~ i r--\\ ~ (4) PROPOSED 24" )A RC~ CULVERT~ ~ J \\~\\~ l~)L \\ :~\\t.>'.* /, CONNECT TO / "-~ EXIST. 24" PIPE / ,I" ,"' CONNECT TO EXISTING WETLAND \\ CULVERTS (EXPOSE TO CONFIRM { ~~ SIZE AND ELEVATION) CONNECT TO EXIST. 18" CONC. CULVERT I.E. 570.0 LEGEND . j AREA OF WETLAND FILL CONTOURS WETLAND LIMIT USACE OHWM APPROX. MDEQ OHWM WETLANDH MAX LENGTH: 510' MAX WIDTH: 357' WETLANDU MAX LENGTH: 1267' MAX WIDTH: 109' WETLANDH Fermi 3 Joint Permit Renewal Application Figures ~ ~~~'f?"-(4) PROPOSED 60" RCP CULVERTS CONNECT TO EXIST. 84" CMP CULVERTS (4) I.E. 564.30 PROPOSED 24'x6' ~~~~~ ARCH CULVERT -::-_ - PROPOSED 42" RCPCULVERT AREA = 1.96 aCIBS WETLAND FILL = 16,651 CT WETLANDU AREA = 3.46 acres WETLAND FILL = 29,082 CT LOCATION MAP J "~ r FIGURE 10-1A EGLE-WRD WAREHOUSE, PAPNIB PARKING GARAGE PLAN VIEW OF CULVERTS AT DOXY R5J{Q!;~~:dv1.o SCALE: 1 "=300' Page 30 of 56 Issued On:03/02/2022 Expires 'ef:1 *

• _ 'M 027

590 580 570 MATCH EXIST. I.E. 568.70 560 550 n USACEOHWM EL 573.4 IGLD 85 EXISTING GRADE WATER SURFACE ON 11/3/2010 EL. 571.0 Fermi 3 Joint permit Renewal Application Figures 590 EXISTING WETLAND CULVERTS (EXPOSE TO CONFIRM SIZE AND ELEVATION) 580 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 LEGEND USACE OHWM APPROX. MDEQ OHWM FIGURE 10-1 B WAREHOUSE, PAPNIB PARKING GARAGE PROFILE OF PROPOSED CULVERTS AT DOXY ROAD SCALE: 1"=300' HORZ.;1'=20'VERT. (IGI..D 85 DATLM} Revision 2 Page 31 of 56 EGLE-WRD WRP032246 vl.O Approved Issue~ fc?n:Q; /JU/2022 Expirei ~r{:6.,Yu2/2027

Fermi 3 Joint Permit Application Figures WETLAND H SE I

• WETLAND H
• I 610r-----------------------------r---------------,=-==~

s 600 1------------------------------1----------=-P=-Ro=p=""'o=-csc-=E=D----+---------ig 590 PARKING ~ EXISTING GRADE 10* AVG. FILL GARAGE w w 580 i-----~~~~;;=:-=;=:;;==;-==-=;::::;;;;:;:;:;:;:;:;:;;:;:;:;:;;:;:;:;:;:;;:;:;:;:;:;:;:;:;:;:;;;.j:;;;;;:;:;:;:;;:;;:;:;;;;:;;;;;;:;:;:;:;:;;;:;;;;;;:;:;:;:;:;:;;:;:;:;:;;:;:;:;:;;;;;;;;~;:;;;:;;;:;;;:;;;:;:;;:;:;:;;:;;:;:;:;;:;:;:;;:;:;:;;:;;;;:;:;;:;:;;:;;;;;;;;:;;;;;;:;;:;:;;:;;:;:;:;:;.;;:;:;~:;;:;:;:;:;.;;:;:;;:;;;:;;;1 ~ ~ USAGE ~HWM 573.4- ~ z 570 t---==--=---=-4~..:::---_==---=--=-----=------"-ld-t+/-+/-+/-H+/-t!:li+/-tltt+/-:!!tt+/-llit:ttitt+/-i:ttt+/-JtJ:W-ili~ ~i+/-tlt~~~~~~~~~~::1:+/-+/-:H:ttitt+/-+/-:ttt+/-Jtttt+/-+/-+/-H+/-J:j:li+/-ttH+/-+/-+/-ttt+/-+/-ti+/-mttttttt ~ 560 APPROX. MDEQ OHWM 572.4 8,. SAN ~ (4) 24" CULVERTS TELE GEOTEXTILE ~ 550 ___________________ I.E_._5_67_._91 _________ ~--~<4~)_24_"_C_U_LV_ER_T_S ___ G_R_I_D ______ 100+00 WETLAND H 0+00 I.E. 568.82 100+00 LEGEND ~ AREA OF UPLAND FILL ~ AREAOFWETLAND FILL 11111111111111111111 AREA OF OPEN WATER FILL USACEOHWM APPROX. MDEQ OHWM WETLANDC

---

NW wi"==============================================,...-----,610 6 co----------------------------------------------------1 600 USAGE OHWM 573.4 PROPOSED PARKING GARAGE

<{ w w----------------------------------------------------1 590 (./) 10' AVG. FILL w ~ffiim~mw~mmoomiw~mw~i~~~~~~iji~~~jii~i111111i1111111i111--~1-,-,-11_1_1_1_1_1_1_1-,-,-,-,-Lf----------1 580 O IHtttirtittttttttiittttHttttttittii"'ittHttttttttHitttt~~~--------"1.-------------t----t---------------c-=c-.-----,,------, 570 ~ APPROX. MDEQ OHWM 572.4 EXISTING GRADE PILING ~1-------------------------------+----------------------j 560 GEOTEXTILE GRID

---

~550 200+00 300+00 400+00 CROSS SECTION OF PROPOSED 4 24" CULVERTS AT DOXY ROAD STA 14+97.87 SCALE: 1"=30' (IGLD 85 DATUM)

E-WRD WRP032246 vl.0 FIGURE 10-1C WAREHOUSE, PAPNIB PARKING GARAGE SECTION 'A' DETAIL *suelb~~g;~~/2022 Revision 1 Pagf! 32 of 56 Expires !l ~ 12027

w 600 590 580 570 560 550 WETLAND C C ALIGN EXISTING GRADE (2) 24" CULVERTS~ I.E. 566.72 (2) 24" CULVERTS I.E. 568.19 0+00 WETLAND U PROPOSED WAREHOUSE 8" SAN ELE APPROX. MDEQ OHWM 572.4 100+00 CROSS SECTION OF PROPOSED (4) 24" CULVERTS AT DOXY ROAD STA 22+00 SCALE: 1"=30' (IGLD 85 DATUM) Fermi 3 Joint Permit Application Figures E 600 12' AVG. FILL 590 580 570 560 200+00 550 LEGEND ~ AREA OF UPLAND FILL ~ AREA OF WETLAND FILL 11111111111111111111 AREA OF OPEN WATER FILL USACE OHWM APPROX. MDEQ OHWM FIGURE 10-1 D WAREHOUSE, PAPNIB PARKING GARAGE SECTION 'B' DETAILS EGLE-wRo WRP032246 vl.0 AP.proved Revision 1 Page 33 of 56 Issued - ~g I/ ~ 022 Expires On:03/02/2027

N Fermi 3 PH ** T-* - NOTE: A Joint Permit Application Figures

1.

AREA WITHIN LIMITS OF CONSTRUCTION ACTIVITY WILL BE USED FOR SUBCONTRACTOR BUILDINGS AND GRAVEL PARKING.

2.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

3.

UTILITIES SHALL BE PLACED WITHIN EXISTING IMPACT AREAS.

4.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. WETLAND C AREA = 2.24 acres USACE OHWM DREDGE= 17,991 CY USACE OHWM EXCAVATION= NA WETLAND EXCAVATION= 17,991 CY WETLAND FILL= 38,172 CY WETLAND H AREA= 1.96 acres WETLAND FILL= 16,651 CY WETLAND U AREA= 3.46 acres WETLAND FILL= 29,082 CY SEE FIGURE 10-10 SECTION 10 FOR DETAIL ~A< ./ v',_ 0 X 572 WETLAND C PEM 2.24 AC ~ \\ I / I I WETLAND U / PEM 3.46 AC 1267' LOCATION MAP / ____,,,,-- /

~

'*/11-..,..._',A./v/' l'i'UYQ7h-"/--.., iY "I ~ (.11 I * ....i'{~Q. 00" =~~~~~~@~~i ~~~~~~~~~ >-i; ~-~,=il"~ --~

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.:::;>1,X)O<X>O<;>Q<X<..XX:S: :XS~~~~ ND -.:.:7 / ~ \\ I / x s~'ss \\ ~~~~~~~jij 1--~-===-' AREA OF WETLAND FILL -.,..-'-:.;;~\\ ~ CONTOURS ,:: PHOT<J-12 -_::::: LIMITS OF CONSTRUCTION .;..,.,.,,.~--::; SILT FENCE / WETLAND LIMIT SEE FIGURE USACE OHWM 10-1 C SECTION APPROX. MDEQ OHWM FIGU.E 12:'7 A 10 FOR DETAIL PROPOS1PJl~~~ 1m WAREHOUSE, PAPNIB AND PARKING GARAGE PL~~AvvfJ;~ 0 SCALE: 1 "=150' Issued On:03/02/2022 Revision 1 Page 34 of 56 Expir yg ?O 102/2027

NW 580 USAGE OHWM 573.4 \\ 575 570 PROPOSED GRADE ~ I ~ 12' AVG. FILL +---= --1 __ _ \\ l ~ .XX XX,,.X....,)'.X,/'\\...XX'J' V v"- v" v" )< A,-.,,. ~x'). x..JVV'x'x'x') 'Vv'\\."xxt-X v"" v" A ./' A ./' A Fermi 3 Joint Permit Application Figures SE 580 575 570 EXISTING GRADE 565 /""" X>( ;,QQ0<L<~-..,°"""' 6Y,b/ -- --EL. 564.5+ --- PROPOSED 24'X6' ARCH CULVERT 560 CROSS SECTION OF PROPOSED 24'X6' CULVERT AT DOXY ROAD STA 29+75 SCALE: 1"=30' HORZ. 1"=3' VERT. (IGLD 85 DATUM) 565 560 LEGEND ~ AREA OF EXCAVATION ~ AREA OF UPLAND FILL lffim AREA OF WETLAND FILL USAGE OHWM APPROX. MDEQ OHWM EGLE-WRD FIGURE 12-7B WAREHOUSE, PAPNIB PARKING GARAGE SECTION 'C' DETAIL RP032246vt.o Approved Revision 1 Page 35 of 56 Issued ~ t;~1 022 Expires On:03/02/2027

N l NEW OPERATIONS ~ ACCESS ROAD SEE 12" CULVERT C FIGURE 14_2C FOR SECURITY GA (1) 2' DEEP 3'WIDE SECTION 12" CULVERT A 22'x7' BOX CULVERT 2.3 CY OF RIPRAP AT EACH WINGWALL SEE FIGURE 10-48 140' LONG .._*\\ , / ?EDl~ENT TRAP ')-...,._..... WETLAND I \\ (1) 2' DEEP . * *3'WIDE O' LONG SEDIMENT TRAP ~S~E ; WALE CHECK DAMS

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/ ( / ). i ( Fermi 3 JPA Permit Renewal Application (1) 2' DEEP 3'WIDE Figures 120' LONG SEDIMENT TRAP LEGEND AREA OF WETLAND FILL CONTOURS SILT FENCE WETLAND LIMIT _. DIRECTION OF DITCH AND SURFACE WATER FLOW LOCATION MAP FIGURE 10-4A NEW OPERATIONS ACCESS ROAD PLAN VIEM\\/1,R-WRD SCALE: 1"=500' WRP032246 vl.0 Approved Revision 2 Page 36 of 56 Issued Q90gJl2e,-(~022 Expires On:03/02/2027

\\ Iv EXISTING BRIDGE \\ \\ APPROX. MD OHWM 1 \\ TOE OF SLOPE FOR EXISTING/PROPOSED ROAD EMBANKMENT AND SILT FENCE ~ DIRECTION OF DITCH AND SURFACE WATER FLOW NOTE: NO PROPOSED WETLAND IMPACTS ALONG NORTHWESTERLY EDGE OF ROAD. 2' CURB PROPOSED 24' ROADWAY LEGEND PROPOSED CENTERLINE 2' CURB AREA OF WETLAND FILL CONTOURS SILT FENCE WETLAND LIMIT USAGE OHWM APPROX. MDEQ OHWM WETLAND C IMPACTS, BOX CULVERT ONLY USAGE OHWM DREDGE = 400 CY USAGE WETLAND FILL= 580 CY APPROX. MDEQ OHWM DREDGE= 340 CY APPROX. MDEQ OHWM FILL= 580 CY Fermi 3 Joint Permit Application Figures TOE OF SLOPE FOR PROPOSED ROAD EMBANKMENT AND SILT FENCE WETLAND C ,,. ~ 2.3 CY OF RIPRAP AT EACH WINGWALL 49' 9.2 CY TOTAL PROPOSED 22'x7' BOX CULVERT WETLAND DELINEATION LOCATION MAP FIGURE 10-4B KG -WRD NEW OPERATIONS ACCESS ROAD 22'x7' BOX CULVERT PLAN\\~~= _ 46 v1.o SCALE: Re~Qion 1 Page 37 of 56 P.Proved Issued Oil~ WI ~/2022 Expires On:03/02/2027

N A LOCATION MAP LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT USAGE OHWM APPROX. MDEQ OHWM Fermi 3 Joint Permit Application Figures =* ~,,__-r----i/-\\-_::::~:.::L-/~;;:~~~ PFO 0.44 AC }\\ SEDIMENT TRAPS WETLAND C PEM 0.33 AC X 574.47 WETLAND F ',, ~* NOTE:

1.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

2.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT.

3.

WETLAND C IMPACTS ARE FROM THE ROAD IMPROVEMENTS AND BOX CULVERT. (FIGURE 14-2E) X 57' WETLAND C AREA= 0.33 acres 0 USAGE OHWM DREDGE = 400 CY USAGE OHWM EXCAVATION =NA WETLAND EXCAVATION= NA WETLAND FILL =1,364 CY (ROAD IMPROVEMENTS= 784 CY) (BOX CULVERT= 580 CY) WETLAND F AREA= 0.18 acres USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION = 41 CY WETLAND EXCAVATION= 41 CY WETLAND FILL= 596 CY WETLAND I AREA = 0.44 acres USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION = 37 CY WETLAND EXCAVATION= 37 CY WETLAND FILL= 603 CY FIGURE 12-8A NEW OPERATIONS ACCESS ROAD PLAN ¥J&'-O/R£' SCALE: 1"=150' Revision 1 Page 38 of 56 WRP032246 vl.0 Approved Issued did~ t; ~/2022 Expires On:03/02/2027

N A SEDIMENT TRAP LOCATION MAP SECURITY GATE AREA NOTE: LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION

• • • *
• SILT FENCE WETLAND LIMIT USAGE OHWM SEDIMENT TRAP X 573.79 X 573.76 WETLAND I

1.

SPOILS FROM EXCAVATION WILL BE PLACED IN CONSTRUCTION AREA 1.

2.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. I X s1s.4i/ I I I I I I,, I I \\ I WETLAND I AREA = 0.44 acres X 574.7<' USAGE OHWM DREDGE = NA USAGE OHWM EXCAVATION= 37 CY WETLAND EXCAVATION= 37 CY WETLAND FILL= 603 CY Fermi 3 FIGURE 12-88 NEW OPERATIONS ACCESS ROAD PLAN }/J&\\Q(J3 SCALE: 1"=1 50' Revision 1 Page 39 of 56 WRP032246 vl.0 Approved Issued On:0}{,QJ/J(}3i Expires On:037o'z/iU.i1

SECURITY GATE BUILDING Fermi 3 Joint Permit Application Figures 580 ---------------------l------+---------------------------- 580 2.00' 2.00' CONCRETE CURB AND GUTTER SILT FENCE BUFFER 12.00' SB LANE 6 1/2" HMA SURFACING 8" AGGREGATE BASE 2.00' 13'+/- 8"SAN 8.00' 12.00' SB LANE 20.00' 1

• NB LANE PARKING AREA 6 1/2" HMA SURFACING 8" AGGREGATE BASE WETLAND F 2.00' 12.00' NB LANE 15'+/-

4' SILT FENCE WATERSURFACL ON 1/31/2011 EL. 573.0 USACEOHWM "TI. 573.4TGC!T8 LEGEND ~ AREA OF DREDGING ~ AREA OF UPLAND FILL ~ AREA OF WETLAND FILL USACE OHWM ____________ -~~~~~~~~~~~~~==irr~~~~~~~~~~~~JC SILT FENCE n - ~VERAG~=~CAVATION 6 1/2" HMA SURFACING 8" AGGREGATE BASE 12" SAND SUBBASE \\_ 12-24" STORM WETLAND F = 2' SEWER WETLAND I = 2' WETLAND C = 3.5' J \\_4" GAS TELE J TOLL ROAD SECTION AVERAGE FILL WETLAND F = 3' WETLAND I = 3' WETLAND C = 3.5' SCALE: 1"=10' H (IGLD 85 DATUM) 12" WATER 8"SAN_/ FIGURE 12-8C NEW OPERATIONS ACCESS ROAD SECTION DET EGLE-WRD WRP032246 vl.0 IL pproved ssue Qi 9U~,;u 022 Expires dn:1)' 112 2027 Revision 1 Page 40 of 56

22'x7' BOX CULVERT 2.3 CY OF RIPRAP AT EACH WINGWALL NEW OPERATIONS ACCESS ROAD 12" CULVERT C 'WIDE \\. Fermi 3 Joint Permit Application Figures (1) 2' DEEP 3'WIDE 120' LONG SEDIMENT TRAP ROADSIDE SWALE 1TH CHECK DAMS 140' LONG SEDIMENT TRAP. . I WETLANOI *,

1) 2' DEEP

'WIDE O' _LONG_ SEDIMENT TRAP \\ SfDE ~WALE pHE~\\DAMS " A_ EP WIDE \\ / 100' LONG . SEDIMENT TRAP -:--- ---. / .11

• -- _/

~ 0 - 7. \\ 7<;1q \\ .) 2' DE~;-.. "\\_ 'WIDE .* \\ 210* LONG \\ / SEDIMENT TRft.P.

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I \\ IL_T FENCE*', I \\_ \\ { t \\ I \\ \\I _\\_. \\ _I I

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)

. / I I I \\ ( LEGEND AREA OF WETLAND FILL CONTOURS LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT USACE OHWM APPROX. MDEQ OHWM _. DIRECTION OF DITCH AND SURFACE WATER FLOW LOCATION MAP FIGURE 14-2A NEW OPERATIONS ACCESS ROAD PLAN VIEW SCALE: 1"=500' Revision 1 Page 41 of 56 E-WRD WRP032246 vl.0 Approved Issued O ~ t ~1/2022 Expires On:03/02/2027

2.00' 12.00' SB LANE 61/2" HMA SURFACING 2.00' 12.00' NB LANE 15'+/- Fermi 3 Joint Permit Application Figures J \\_4"GAS TELE J 12" WATER 8" AGGREGATE BASE 12" SAND SUBBASE CURB AND GUTTER TYPICAL SECTION 8"SAN_/ SCALE: 1"=1 0' 2.00' 12.00' SB LANE 2.00' 12.00' NB LANE 6 1/2" HMA SURFACING 8" AGGREGATE BASE 12" SAND SUBBASE 15'+/- 10"+/- SILT FENCE J \\_ 4"GAS TELE J 12" WATER SEDIMENT TRAP TYPICAL SECTION Revision 1 DITCH BOTTOM 8"SAN_/ SCALE: 1"=10' I.VARIES. I TYPICAL SEDIMENT TRAP DETAIL PROFILE SCALE: 1 "=5' CHECK DAM FIGURE 14-2B NEW OPERATIONS ACCESS ROAD TYPICAL SECTION FOR CURB AND GUTTER wii~:z-iXl~.o TYPICAL SECTION AND DETAIL PROFILE SEDIMENT TRAP Approved Page 42 of 56 Issued <}.,~9g~~o',{?022 Expires On:03/02/2027

w Fermi 3 Joint Permit Application Figures E 590 ~---------- -------------~-----------------------------590 SECURITY GATE BUILDING 580 t------------------------+--+---+------------------------------l 580 SILT FENCE CONCRETE CURB AND GUTTER 2.00' 20.00' 1

• SB LANE NB LANE PARKING AREA 6 1/2" HMA SURFACING 6 1/2" HMA SURFACING 8" AGGREGATE BASE 8" AGGREGATE BASE 4'

SILT FENCE WATER SURFACE ON 1/31/2011 EL. 573.0 .. I 12" SAND SUBBASE 12" SAND SUBBASE 5701---------------'--C...C...C..::......::...c:...;::_;::;,;__;;_c::..._ __________ ___,_.,_=,=:..=.s='--""-'~-----------------l570 J 4"GAS TELE J 12"WATER \\_ 8" SAN LEGEND ~ AREA OF DREDGING ~ AREA OF UPLAND FILL ~ AREA OF WETLAND FILL USACE OHWM 560 ~------------------------'--------------------------------' 560 40+00 0+00 40+00 SECURITY GATE SECTION SCALE: 1"=10' HORZ.; 1"=5' VERT. (IGLD 85 DATUM) EGLE-WRD FIGURE 14-2C NEW OPERATIONS ACCESS ROAD SECURITY GATE SECTION 'A' DE I 46vt.o Approved Revision 1 Page 43 of 56 Issued ~ t; ~ 022 Expires On:03/02/2027

580,------,----~ 580 1 EXISTING GRADE L (LANGTON ROAD) 570 1----+---+--l-------i 570 12" CULVERT 12" CULVERT I.E. 571.89 I.E. 572.49 560 ~---~---~ 560 2+00 4+00 PROFILE OF PROPOSED CULVERT A (LOOKING NORTHWEST) SCALE: 1"=200' HORZ.;1"=20' VERT. (IGLD 85 DATUM) 580 570 12" CULVERT I.E. 573.29 2+00 580 PROPOSED TOLL ROAD L EXISTING GRADE 570 12" CULVERT I.E. 573.00 560 4+00 PROFILE OF PROPOSED CULVERT B (LOOKING EAST) SCALE: 1"=200' HORZ.;1"=20' VERT. (IGLD 85 DATUM) Fermi 3 Joint Permit Application 580 I 580 --+-+-d 12" CULVERT I.E. 574.79 PROPOSED TOLL ROAD _L EXISTING GRADE 570 1------+--+------l 570 12" CULVERT I.E. 574.51 560 ~---~----------' 560 2+00 4+00 PROFILE OF PROPOSED CULVERT C (LOOKING EAST) SCALE: 1"=200' HORZ.;1"=20' VERT. (IGLD 85 DATUM) 590 PROPOSED TOLL ROAD 580 12" CULVERT I.E. 577.09 590 J EXISTING GRADE 580 12" CULVERT I.E. 577.71 570 '----------'-----------' 570 2+00 4+00 PROFILE OF PROPOSED CULVERT D (LOOKING NORTHWEST) SCALE: 1"=200' HORZ.;1"=20' VERT. (IGLD 85 DATUM) Figures EGLE-WRD FIGURE 14-2D NEW OPERATIONS ACCESS ROAD PROFILE OF PROPOSED CULVERT R 03

~ ~dv1.o Revision 1 Page 44 of 56 Issued 1 ~g t;

~ 022 Expires On:03/02/2027

~/// ( (/ I USAGE OHWM-----;---i \\ \\ I (.. \\ ..... DIRECTION OF DITCH AND SURFACE WATER FLOW NOTE: NO PROPOSED WETLAND IMPACTS ALONG NORTHWESTERLY EDGE OF ROAD. 2' CURB \\ \\ I PROPOSED 24' ROADWAY LEGEND PROPOSED CENTERLINE 2' CURB AREA OF WETLAND FILL CONTOURS SILT FENCE WETLAND LIMIT USAGE OHWM APPROX. MDEQ OHWM WETLAND C IMPACTS, BOX CULVERT ONLY USAGE OHWM DREDGE= 400 CY USAGE WETLAND FILL= 580 CY APPROX. MDEQ OHWM DREDGE= 340 CY APPROX. MDEQ OHWM FILL= 580 CY Fermi 3 Joint Permit Application Figures TOE OF SLOPE FOR PROPOSED ROAD EMBANKMENT AND SILT FENCE WETLAND C 2.3 CY OF RIPRAP AT EACH WINGWALL 9.2 CY TOTAL PROPOSED 22'x7' BOX CULVERT WETLAND DELINEATION LOCATION MAP FIGURE 14-2E NEW OPERATIONS ACCESS ROAD 22'x7' BOX CULVERT PLAN Vi , -~.o SCALE: 1 "=20' Revision 1 Page 45 of 56 Approved Issued Qi g0Nre'1'?022 Expires On:03/02/2027

WETLAND C Fermi 3 Joint Permit Application Figures 200' WEST OF CULVERT C\\L 200' EAST OF CULVERT C\\L W E 45° WINGWALL 580,-+------------>,--+--------------~------__,.1--------+-----------------h580 EL. 570 EXISTING 14'WIDTH BRIDGE EXISTING GROUND PROPOSED TOLL ROAD 560 ~-----------------------~------ 40+00 0+00 USACEOHWM APPROX. MDEQ OHWM Y EL. 573.4 IGLD 85 13.63' Y EL. 572 4 IGLD 85 EXISTING GRADE J.:: l CUT i 12" (TY~P)_,__,_ ELEVATION SCALE: 1"=10' (IGLD 85 DATUM) WETLANDC I -~ C\\L PROP 22'x7' r BOX CULVERT 22' 12' EXISTING SPAN 45° WINGWALL EXISTING GROUND 570

---

~550 40+00 13.63' 11' AVG FILL l

CULVERT BEDDING TOP OF ROAD EL. 576.76 WATER SURFACE ON 1/31/2011 Y EL.573.0 WETLAND C IMPACTS, BOX CULVERT ONLY USACE OHWM DREDGE = 400 CY USACE WETLAND FILL = 580 CY APPROX. MDEQ OHWM DREDGE = 340 CY APPROX. MDEQ OHWM FILL = 580 CY LEGEND IW# :d AREA OF DREDGE AREAOF~itwltl~r~.o FIGURE 14-2F NEW OPERATIONS ACCESS ROAD ELEVATION 'B' AND SECTION 'D' D.s c SECTION VIEW LOOKING WEST SCALE: 1"=10' (IGLD 85 DATUM) Revision 1 Page 46 of 56

Fermi 3 Joint Permit Application Figures z 0 LL ~ OU I-w z (/) (/) 0 (/) a.. 0 g 0:: NE ~ u SW 580,-----------.---------,-----------r-------,------+------~----~580 570 l---~~~L19t-~~,.t-..,1-~a.,..--+~~~l)L;4,~----{4r/2<l-,------,.RY,/,;,.t:e..---------<t-1,L~+------,,,;~1',.-------,,e,.l---!--A,J.;.LQ:.L<--,,.~~--l570 ~ 5651--------+-------+--------+--------+-------+--~C.S.,,..,::.----l---------l555 560 ~-------'---------'--------'--------'--------'--------.I...-------' 560 0+00 Revision 1 100+00 200+00 300+00 STREAM CROSS SECTION 200 FEET DOWNSTREAM OF PROPOSED TOLL ROAD LOOKING DOWNSTREAM SCALE: 1"=40' HORZ.; 1"=5' VERT. {IGLD 85 DATUM) FIGURE 14-2G NEW OPERATIONS ACCESS ROAD SECTION 'C' DETAILS EGLE-WRD WRP032246 vl.0 Approved Issued ~u 11 ~ 022 Expires On:03/02/2027 Page 47 of 56

I \\ I \\ ---...... X 575.79 ' \\ LIMITS OF TREE CLEARING (WETLAND F PFO 2.53 AC ) ( I I ( l \\ \\ \\ I I I \\ I I I I ( \\ ' \\ \\ \\ \\ ) Fermi 3 Joint Permit Application Figures PROPOSED TRANSMISSION -, LINE TOWER (TYP) X 573.2.'l \\ WETLAND I 57345 TRANSMISSION--~, POWER LINES C\\ (TYP) \\ X 571.79 I I WETLAND C -~, Ll~ITS ~-~~-'~ BOG MATS \\ ~ \\ - ' \\ x~', I I } I WETLAND F ) \\ \\ X 571.7 LOCATION MAP NOTE: I

1.

MECHANIZED LAND CLEARING WILL OCCUR WITHIN THE CONSTRUCTION FOOTPRINT. WETLAND C AREA= 0.24 acres USAGE OHWM DREDGE = 768 CY USAGE OHWM EXCAVATION= NA WETLAND EXCAVATION= 768 CY WETLAND FILL= 768 CY I I \\ I I I I I I LEGEND X 573.J I I AREA OF WETLAND IMPACT CONTOURS LIMITS OF CONSTRUCTION SILT FENCE WETLAND LIMIT USAGE OHWM APPROX MDEQ OHWM / I / / I I I I I '( 572 76 I I ~,:.~~~~ / WETLAND __ /,, I C ~ 571 BS "'-" *\\ I G fTT7 TEMPORARY (T} TOWER FOOTPRINT : : 2 2 X 8 T~~~RS = 1 60 ACRES LJ (T) LIMITS OF BOG MATS FOOTPRINT= 0 34 ACRES N (T) LIMITS OF BOG MATS FOOTPRINT= 0.35 ACRES TOTAL TEMPORARY IMPACTS= 2.29 ACRES A 36' 36 ' PERMANENT (P) TOWER FOOTPRINT= 0.03 X 8 TOWERS = 0.24 ACRES (P) OVERHEAD TRANSMISSION LINE CLEARANCE FOOTPRINT= 2.53 ACRES FIGURE 12-9A ONSITE TRANSMISSION PLAN VU~Wi-iX:~.o SCALE: 1 "=250' Revision 1 Page 48 of 56 Approved Issued Q.Ug9319r?- 7022 Expires On:ij~7(J; /2027

PROPOSED TRANSMISSION TOWER PAD WITH CONC. PILES (TYP. OF 2) GEOTEXTILE MUD MAT 585 _s~w _________________ N~E 585 580 580 36'---+-- AVG. 575 575 DEPTH CUT/FILL 570 --+---==---i-.,:..-1--1--1-1-H-1--1--+o-1+1-l-H-++-- -=-=='---'-----l-565 560 _,__ +---

---

+------++++-H-++---+-H--t-+++++------_._ 560 555 555 0+00 1+00 2+00 3+00 3+40 EXISTING TEMPORARY LIMITS GRADE OF BOG MATS ONSITE TRANSMISSION SECTION SCALE: 1"=100' H, 1"=20' V (IGLD 85 DATUM)

EXISTING Fermi 3 Joint Permit Application Figures GEOTEXTILE GRADE i--+- DOXY ROAD MUD MAT 590-N~W---------------1-----------------------~+--+----i'S,CC..E 590 WETLAND C ------------------i 585 585 580 580 575 USACE OHWM 573.4 575 570 APPROX. MDEQ OHWM 572.4 570 565 TEMPORARY LIMITS 565 OF BOG MATS 560 560 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+45 Revision 1 ONSITE TRANSMISSION SECTION LEGEND SCALE: 1"=100' H, 1"=20' V {IGLD 85 DATUM) USACE OHWM APPROX. MDEQ OHWM FIGURE 12-9B ONSITE TRANSMISSION SECTION DETAILS EGLE-WRD WRP032246 vl.0 Approved Issued Q.1 9U~ I~ 022 Expires tfo:1)'. lli/2027 Page 49 of 56

N A 1 (.) a PHOTO - 10b-----> 580 575 I e 0 iE PH '11/ PROPOSED INTAKE STRUCTURE EXTEND ON SOUTH SIDE OF BARGE SLIP 320 LFT J/~~ ft(/ PROPOSED 24" DIAMETER FISH RETURN CONDUIT, 120 LFT (FROM GROIN) ~-;) l ) u PLAN OF PROPOSED DISCHARGE PIPE SCALE: 1 "=200' D if H D E PIPE, 8" PIPE SEE FIGURE 10-2G FOR RISER DETAIL () Fermi 3 Joint Permit Application Figures 0 l r SHEET PILING WATER SURFACE ON 7/14/2010 EX. GRADE 7 EL. 576.0 580 I

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-,. r lJSACE OHWIV 1-.1----1-------1--; ___ .,+.::::.:::::::::::::::::::=-'-,,

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1 570 565 560 555 550 550 0+00 2+00 Revision 1 L PROPOSED 48 11 DiA,OUTF.A,..l.: '

4+00 6+00 8+00 10+00 12+00 PROFILE OF PROPOSED FERMI 3 DISCHARGE PIPE SCALE: 1"=200' HORZ.; 1"=20' VERT. (IGLD 85 DATUM) 14+00 FIGURE 10-2A LAKE ERIE CONSTRUCTION AREA PLAN AND PROFILE OF PROPOSED DISCHARGE PIPE Page 50 of 56 16+00 LEGEND EGLE-WRD USACE OH 7 P032246 vl.0 -- APPROX. M PROPOSffi-;pNlll(l>ll=IP. 622 Ex 027

STRUCTURAL FILL FOR PIPE EMBEDMENT LAKE BOTTOM ON 7/14/2010 RIPRAP (24") 17'-0" +/- '"'x. '- 48" DISCHARGE PIP AREA MAY BE MECHANICALLY DREDGED FOR INSTALLATION OF THE FERMI 3 DISCHARGE PIPELINE. 1 1 I-5'-0" +/- DREDGE VOLUME: SIDECAST VOLUME: STONE BACKFILL VOLUME: RIPRAP VOLUME: PIPE LENGTH: NOTE: 3,300 CY 3,300 CY 970 CY 1,690 CY 1,340 LFT +1 0 ' (0

1.

ONLY OUTSIDE MATERIALS WILL BE THE PIPE, RIPRAP AND STONE.

2.

ALL WORK BELOW MDEQ AND USACE OHWM. e)DISCHARGE PIPE DREDGING A CROSS SECTION SCALE: NONE Fermi 3 Joint Permit Application Figures LEGEND ~ RIPRAP ~<<<:~ UNDISTURBED EARTH j::::::::::::::::::::::>:::::: j STRUCTURAL FILL FIGURE 10-28 LAKE ERIE CONSTRUCTION AREA DISCHARGE PIPE DREDGING SECTION 'A' DETAILS EGLE-WRD WRP032246 vl.0 Approved Issued ~ I/ ~ 022 Expires Ou:03/02/2027 Revision 1 Page 51 of 56

STRUCTURAL FILL FOR PIPE EMBEDMENT r AREA MAY BE MECHANICALLY DREDGED 10'-0" +/- LAKE BOTTOM RIPRAP (12"-24") i 24" FISH RETURN PIPE DREDGE VOLUME: 93 CY SIDECAST VOLUME: 93 CY (39 CY TO BE USED RIPRAP VOLUME: PIPE LENGTH: NOTE: 40 CY 120 LFT TO BACKFILL TRENCH)

1.

ONLY OUTSIDE MATERIALS WILL BE THE PIPE AND RIPRAP.

2.

ALL WORK BELOW APPROX. MDEQ AND USACE OHWM. (!)PIPE DREDGING CROSS SECTION B (AT FISH RETURN LOCATION) SCALE: NONE Fermi 3 Joint Permit Application Figures LEGEND ~ RIPRAP E<<<<<<S<l UNDISTURBED EARTH j::::::::::::>:>:<:>::J STRUCTURAL FILL FIGURE 10-2C LAKE ERIE CONSTRUCTION AREA PIPE DREDGING SECTION 'B' DETAILS Revision 1 Page 52 of 56 EGLE-WRD WRP032246 vl.0 Approved Issued OW~ 1/ ~ 022 Expires On:03/02/2027

y 590 TOP OF INTA -<E STRUCTUR E~ EL. 581.50 580 USAC ~OHWM TEL. 57 B.4 IGLD 85 570 APPR1PX. MDEQ OHW \\11 EL. 57f1.4 IGLD 85 v-560 -~ I 550 Fermi 3 Joint Permit Application 590 Figures r TOP OF PROPOSE[1i EL. ~183.00 (VARIES 13 SHEET PILING Y LOCATION) WATER SL TEL. 576.0 TOE OF INTA~ EL. 559.67 rTOEOf EL. 550 580 010 RFACE ON 7/14 1'2 570 E STRUCTURE 560 PROPOSED SH EET PILING 550 00+/- INTAKE CROSS SECTION ALONG SHORELINE SCALE: 1"=60' HORZ.; 1"=10' VERT. (IGLD 85 DATUM) 590 580 570 560 LEGEND 550 WATER ELEVATION USACE C HWM 'Y EL. 573.4 IGLD 85 LATERA,_ SUPPORT (TOBE I DETERMINED) 590 rTOPOFf 1ROPOSED SH ET PILING EL. 583.0 D (VARIES BY L PCATION) V/},(/' j 580 ' ~ATER SURFAC EON 7/14/2010 IT, L. 576.0 r--- !1.PPROX. MDEQ T I'-... L. 572.4 IGLD 8, OHWM 570 LAK E BOTTOM ___.:. ------- 7/14 2010 560 550 TOE OF PROPOSED SHEET PILING EL. 550.00+/- EXISTING GROUND CROSS SECTION OF PROPOSED SHEET PILING SCALE: 1"=10' VERT. (IGLD 85 DATUM) FIGURE 10-2D LAKE ERIE CONSTRUCTION AREA WERGPLOE-WRD 32246 vl.O INTAKE AND PROPOSED SHEET PILING SECTION DETAI & roved Revision 1 Page 53 of 56 Issued 9,_~gij? ~ri'-/t022 Expires On:u 70i/2027

STOP LOG OPENING TRAVERSING TRASH RAKE FACE EVEN WITH SHORELINE APPROX. MDEQ USACE OHWM W OHWM y EL. 573.4 (IGLD 85) _y_ EL. 572.4 (IGLD 85)*~=======-- FLO--W-RECORD LOW WATER LEVEL y EL. 563.92 (IGLD 85) (34' MIN) TRASH RACK _:1-1 ~ N RECORD HIGH WATER LEVEL EL. 576.5 (IGLD 85) STOP LOG OPENING EL. 553.0 (IGLD 85) - z co -~ - BIOCIDE INJECTION DIFFUSER Fermi 3 Joint Permit Application Figures APPROXIMATE LAKE BED (DREDGED) DUAL-FLOW TRAVELING SCREENS APPROXIMATE EXCAVATION LIMITS EL. 560.00 LEGEND ~ LAKE AREA DREDGE ~ DREDGE OOllll UPLAND BACKFILL Revision 1 PROPOSED INTAKE STRUCTURE LOOKING SOUTH SCALE: 1"=20' (IGLD 85 DATUM) FIGURE 10-2E LAKE ERIE CONSTRUCTION AREA PROPOSED INTAKE STRUCTURE SECTION 'D' DETAILS Page 54 of 56 VOLUMES BELOW APPROX. MDEQ OHWM DREDGE VOLUME: 16,100 CY LAKE AREA DREDGE VOLUME: 300 CY STRUCTURE VOLUME: 10,900 CY BACKFILL VOLUME: 5,500 CY VOLUMES BELOW USAGE OHWM DREDGE VOLUME: 16,600 CY LAKE AREA DREDGE VOLU . LE-\\\\a~ Y STRUCTURE VOLUME: WRP0321,1,1 BACKFILL VOLUME: \\ ~ , P,prove Issued ~ ti ~ 022 Expires On:03/02/2027

580 SCALE: 1"=100' s COFFERDAM ~ ABOVE LAKE BOTTOM ~ ~ 1..., s USACEOHWM ~ r EL. 573.4 IGLD 85 570 560 LE GENO cx:xxxx> 550 AREA OF LAKE FILL CELLULAR COFFERDAM USACEOHWM APPROX. MDEQ OHWM I r TOPOF COFFERDAM ~ <)"-' VA V X)~ )' O<>O;x <S<>S<~S<: ))';?/ 'V } 'V )< ',(\\I.I'\\. ,v '\\ :> )()'V'\\V "' 'V' "'X%~,._>v:><><,

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i2 >O,(>0< 'VN 'V' 'V' .}' J V 'V v:;,c '\\:) 'V' 'V ,t' 'V.,/' 0, >() ~>O 'V 'I. ~ ..... () :>< ...,,.t"I ".J.r\\..,.. N ~ 'V

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,t' ,(.A '>( (' 'V' 'V "' ts ~ V ~ 'V :>< ~ :><,(A V V '.) 1 'V 'V V.l'\\.,Y :>< X 'V ~ 'V'\\J4..V\\..A. 'V.,..., ~ ~ ~ LAKE BOTTOM ON 7/14/2010 \\_ BOTTOM OF COFFERDAM N WATER SU Y EL. 576.0 APPROX. T EL. 572.4 580 RF ACE ON 7/14/2010 MD EQOHWM D85 IGL 5 70 APPROX. MDEQ 0 HWM FILL= 1,100 CY = 1,100 CY USACE OHWM FILL 5 60 NOTE: APPROXIMA FILL WILL BE TELY 1,100 CY OF USED TO CONSTRUCT THE COFFERDAM ED AFTER ANDREMOV CONSTRUCT ION. 16+00 18+00 550 19+00 PROFILE OF TEMPORARY COFFERDAM EGLE-WRD SCALE: 1"=100' HORZ.; 1"=5' VERT. (IGLD 85 DATUM) WRP032246 vt.0 FIGU~E 10-2F LAKE ERIE CONSTRUCTl(?N AREA PROPOSED CO ss~~~~ 2022 ReYlSIOO 1 Page 55 of 56 ExpireP ~im110212027

LAKE BOTTOM l 48" FLOW DIRECTION 16.4' LO '<t N ex:, '<t 16.4' NOTE: Fermi 3 Joint Permit Application Figures TYPICAL RISER DETAIL ALONG DISCHARGE PIPE 10-2G LAKE ERIE CONSTRUCTION AREA PROPOSED DISCHARGE PIPE RISER DETAIL SCALE: NONE Revision 1 Page 56 of 56 EGLE-WRD WRP032246 vl.0 AP,proved Issued 1/ ~ 022 Expires On:03/02/2027

Fermi 3 Joint Permit Application Tables Tables (23 pages following cover page) 0-1 Warehouse, PAPNIB and Parking Garage 0-2 Lake Erie Construction Area 0-3 Construction Area 5 0-4 New Operations Access Road 2-1 Site Wide Total of Wetland Impact Volumes 2-2 Construction Area 1 2-3 Construction Area 2 2-4 Construction Area 3 2-5 Construction Area 4 2-6 Construction Area 5 2-7 Warehouse, PAPNIB, and Parking Garage 2-8 New Operations Access Road 2-9 Onsite Transmission EGLE-WRD WRP032246 vl.O Approved Issued On:03/02/2022 Expires On:03/02/2027 0-1 Warehouse, PAPNIB, and Parking Garage WETLAND H AND U Water Level Elevation IX! On a Great Lake use IGLD 85 A. PROJECTS REQUIRING FILL Check all that apply: IX! Floodplain fill IX! Wetland fill D riprap D seawall D culvert D other FILL DIMENSIONS Activity Area Length Width Total Fill (FT) (FT) Max Depth (F T) Volume (CY) Wetland U 1,267 109 12 29,082 Wetland H 510 357 10 16,651 Refer to Warehouse, PAPNIB and Parking Garage Figure 10-1A and 10-1 B Type of clean fill D pea stone IX! sand IX! gravel D wood chips IX! other Mostly in situ material. Refer to Attachment 12-7 for information specific to wetland fill. Will filter fabric be used under proposed fill? IX! No D Yes Source of fill IX! on-site IX! commercial D other In situ materials with commercial sand and gravel used for construction of roads and other facilities. Refer to Figure 2-1 for location of proposed on-site in situ source of fill material. Fill will extend across water. Fill Volume below OHWM 12,322 CY -Wetland H Approx. MDEQ OHWM 16,651 CY-Wetland H USAGE OHWM 21,935 CY - Wetland U Approx. MDEQ OHWM 29,082 CY - Wetland U USAGE OHWM Max Water Depth in fill area (FT) 3 3 Fermi 3 Joint Permit Application Tables Revision 1 Page 1 of 23 Au g

• 1 RD WRP032246 v1.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 0-2 Lake Erie Construction Area DISCHARGE PIPE AND INTAKE STRUCTURE Water Level Elevation

~ Ona Great Lake use IGLD 85 A. PROJECTS REQUIRING FILL Check all that apply: N/A ~ Floodplain fill D Wetland fill ~ riprap ~ seawall D culvert ~ other (pipe construction) FILL DIMENSIONS Activity Area Length Width Max Depth (FT) Total Fill Volume (FT) (FT) (CY) Discharge Pipe 1,340 17 6 970 Intake Structure 160 80 12 5,600 Refer to Lake Erie Construction Area Figures 10-2A, 10-2B, 10-2E Type of clean fill ~ pea stone ~ sand D gravel D wood chips D other Will filter fabric be used under proposed fill? ~ No Yes Source of fill Fill will extend - D on-site ~ commercial D other Discharge Pipe - 1,340 feet waterward of shoreline Intake Structure -160 feet landward of shoreline Fill Volume below MDEQ OHWM - 970 CY - Discharge Pipe 5,500 CY - Intake Structure 970 CY - Discharge Pipe 5,600 CY - Intake Structure Fill Volume below USACE OHWM - Revision 1 Page 2 of 23 Max Water Depth in fill area (FT) 16 5 Fermi 3 Joint Permit Application Tables Au~ tJ.? 1 'RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 0-2 Lake Erie Construction Area DISCHARGE PIPE AND INTAKE STRUCTURE B. PROJECTS REQUIRING DREDGING AND EXCAVATION Check all that apply: Fermi3 Joint Permit Application Tables D floodplain excavation D wetland dredge or draining IX! seawall IX! other - Pipeline installation, intake structure DIMENSIONS Activity Area Total Max Dredge/Excavation Dredge/Excavation Dredge/Excavation Len gth (FT) Width Depth Volume below Volume below (FT) Approx. MDEQ USACEOHWM Volume (CY) (FT) OHWM CY CY Discharge Pipe Dredging 3,300 1,340 17 6 3,300 3,300 Fish Return Pipe Dredging 93 120 10 3 93 93 Intake Structure Dredge 16,900 160 80 12 16,400 16,900 Refer to Lake Erie Construction Area Figures 10-2A through 10-2G Methods for Dredging To be determined by selected contractor but is expected to be mechanical for areas outside Lake Erie and mechanical or hydraulic for areas within Lake Erie. Has proposed dredge material been tested for contaminants? IX! No D Yes Dredged or excavated spoils will be placed ~ on-site D off-site Has this same area been previously dredged? D No ~ Yes Is long-term maintenance dredging planned? Yes, but not as part of this application. Revision 1 Page 3 of 23 Au 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 0-2 Lake Erie Construction Area DISCHARGE PIPE AND INTAKE STRUCTURE C. PROJECTS REQUIRING RIPRAP - Waterward of the shoreline DIMENSIONS Activity Area Length Width Max Depth (FT) (FT) (FT) Discharge Pipe 1,340 17 Fish Return 120 10 Refer to Lake Erie Construction Area Figures 10-2A, 10-2B, 10-2C Type of Riprap - D field stone ~ angular rock D other Will filter fabric be used under proposed fill? ~ No D Yes D. SHORE PROTECTION PROJECTS Check all that apply 2 2 Total fill Volume (CY) 1,690 40 ~ seawall/bulkhead: Length 220 FT along the shoreline; 320 FT along south side of barge slip; Distance from property line - over 1,000 feet J. INTAKE PIPES/OUTFALL PIPES Discharge Outfall (Refer to Figures 10-2A, 10-2B) ~ - ~ other - diffusers, no exposed ends Discharge is to - ~ Great Lake (Erie) Dimensions of Headwall - No headwall Number of Pipes - One Pipe diameters and invert elevations inch, Invert Elevation - Approximately 558 feet at the outlet Fish Return Outfall (Refer to Figures 10-2A, 10-2C) ~- ~ Pipe Discharge is to - ~ Great Lake (Erie) Dimensions of Headwall - No headwall Number of Pipes - One Pipe diameters and invert elevations inch, Invert Elevation - Approximately 572 feet at the outlet M. Other: Details for an intake structure along the shoreline are provided. Revision 1 Page 4 of 23 Fermi 3 Joint Permit Application Tables AUQil.@.~ 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 0-3 Construction Area 5 SOUTH CANAL Water Level Elevation r8] On a Great Lake use IGLD 85 A. PROJECTS REQUIRING FILL Check all that apply: D Floodplain fill r8] Wetland fill r8] riprap D seawall r8] culvert D other Refer to Attachment 12-6 for information specific to wetland fill. Type of clean fill D pea stone D sand D gravel D wood chips r8] other A culvert with an earthen bottom is proposed for the South Canal. Refer to Figure 12-68 Section A for details. Will filter fabric be used under proposed fill? r8] No D Yes Source of fill D on-site r8] commercial D other C. PROJECTS REQUIRING RIPRAP DIMENSIONS Activity Area Length Width Max Depth (FT) (FT) (FT) South Canal Culvert - Riprap 10 6 1.5 (same dimension waterward of the OHWM each side) South Canal Culvert - Riprap 10 2 1.5 (same dimension landward of the OHWM each side Refer to Construction Area 5 Figures 10-3A and Figure 10-38 Type of Riprap - D field stone r8] angular rock D other Will filter fabric be used under proposed fill? r8] No D Yes Revision 1 Page 5 of 23 Total Fill Volume (CY) 3.3 each side (6.6 total) 1.1 each side (2.2 total) Fermi 3 Joint Permit Application Tables Au

t15 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 0-4 New Operations Access Road BOX CULVERT CROSSING UNDER TOLL ROAD Water Level Elevation IZI On a Great Lake use IGLD 85 A.

PROJECTS REQUIRING FILL Check all that apply: D Floodplain fill IZI Wetland fill IZI riprap D seawall D culvert D other Refer to Attachment 12-8 for information specific to wetland fill. Type of clean fill D pea stone D sand D gravel D wood chips !ZI other Will filter fabric be used under proposed fill? !ZI No D Yes Source of fill D on-site !Z1 commercial D other B. PROJECTS REQUIRING DREDGING AND EXCAVATION - N/A Refer to Attachment 12-8 for information specific to dredging or excavation. Revision 1 Page 6 of 23 Fermi 3 Joint Permit Application Tables Aug:.. tJ? *l RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 0-4 New Operations Access Road BOX CULVERT CROSSING UNDER TOLL ROAD C. PROJECTS REQUIRING RIPRAP Activity Area Length (FT) Box Culvert - Riprap 14 Waterward of OHWM Box Culvert - Riprap 14 landward of OHWM DIMENSIONS Width Max Depth (FT) (FT) 3 1.5 (same dimension each quadrant) 3 1.5 (same dimension each quadrant) Refer to New Operations Access Road Figures 10-4A, 10-48 Type of Riprap O field stone [gl angular rock O other Will filter fabric be used under proposed fill? [gl No O Yes Revision 1 Page 7 of 23 Total Fill Volume (CY) 2.3 each quadrant (9.2 total) 2.3 each quadrant (9.2 total) Fermi 3 Joint Permit Application Tables Aug~ mQ1 'RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-1 Site Wide Total of Wetland Cut and Fill Impacts DREDGE EXCAVATION WETLAND DREDGE/ EXCAVATION Activity Area Volume Volume Max Average Volume Max Max Width Area (CY) 111 (CY) 111 Length (FT) (ACRE) Depth (CY) 111 Length (FT) (FT) (FT) Construction Area 1 NA 8,680 1,395 419 2.69 2 8,680 1,395 Construction Area 2 NA 3,570 428 280 1.14 2 3,570 428 Construction Area 3 97,641 6,823 652 772 12.97 5 104,464 652 Construction Area 4 NA 15,211 774 393 4.59 2 15,211 774 Construction Area 5 2,065 3,120 713 182 1.62 2 5,185 839 Warehouse, PAPNIB, and Parking Garage 17,991 NA 801 226 2.24 5 17,991 1,267 New Operations Access Road 400 78 1,205 52 0.95 2.5 478 1,205 Onsite Transmission 768 NA 36 36 0.24 12 768 36 Site Totals 118,865 37,482 NA NA 26.44 4 156,347 NA Revision 1 Page 8 of 23 FILL Max Width Area (FT) (ACRE) 419 2.69 280 1.14 772 12.97 393 4.59 182 2.79 357 7.66 52 0.95 36 0.24 NA 33.03 Average Depth (FT) 3.8 5 5.8 3.5 4.5 11.0 3.2 12 6.1 Fermi 3 Joint Permit Application Tables Volume (CY) 111 14,123 7,905 121,880 20,989 20,226 83,905 2,563 768 272,359 Au 2.1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-2 Construction Area 1 Wetland AA (PEM) - 0.80 ac proposed impact Wetland II (PEM) - 0.52 ac proposed impact Wetland JJ (PSS) - 1.37 ac proposed impact i) Check all that apply to this activity area: Fermi 3 Joint Permit Application Tables IXI Fill IXI dredge or excavation D boardwalk or deck D dewatering fences D bridges and culverts D draining surface water Dstormwater discharge D restoration Dother ii) Totals USACEOHWM DREDGE EXCAVATION WETLAND DREDGE/EXCAVATION Activity Area I mpacted Max Max Average Wetland Volume Volume (CY) Length<1) Width<1l Area Depth (CY) (FT) (FT) (ACRE) (FT) AA NA 2,568 354 234 0.80 2 Construction Area 1 II NA 1,675 616 363 0.52 2 JJ NA 4,437 1,395 419 1.37 2 Totals NA 8,680 NA NA 2.69 2 FILL Activity Area I mpacted Max Max Average Wetland Length(1) Width<1l Area Depth Volume (FT) (FT) (ACRE) (FT) (CY) AA 354 234 0.80 5.5 6,593 Construction Area 1 II 616 363 0.52 3 1,746 JJ 1,395 419 1.37 3 5,784 Totals NA NA 2.69 3.8 14,123 1 Max length and max width are not total s; they are the maximum value as calculated in AutoCAD. Refer to Construction Area 1 Figures 12 -2A, 12-2B, 12-2C Revision 1 Page 9 of 23 Volume (CY) 2,568 1,675 4,437 8,680 Aug:1/4§:

• 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-2 Construction Area 1 Fermi 3 Joint Permit Application Tables iii)

Describe the wetland impacts, proposed use or development, and any alternatives considered. The proposed regulated activity is to entirely but temporarily fill three wetlands in the construction spoils disposal area. Construction will require up to 10 years to complete. The area will be restored to PEM for Wetlands AA and II and PSS for Wetland JJ. The functions and values of these wetlands are expected to be restored and enhanced within 3 to 5 years after construction. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached Construction Area 1 Figures 12-2A through C for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 10 of 23 Au 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-3 Construction Area 2 Wetland Y (PFO) - 1.14 ac proposed impact i) Check all that a1;mly to this activity area: Fermi 3 Joint Permit Application Tables ~ Fill ~ dredge or excavation D boardwalk or deck D dew atering fences D bridges and culverts D draining surface water Ostormwater discharge D restoration Dother ii) Totals Activity Area Impacted Wetland Construction Area 2 y Totals Activity Area Impacted Wetland Construction Area 2 y Totals USACE 0 HWM DREDGE Volume (CY) NA NA Max Length(1) (FT) 428 NA EX CAVATION WETLAND DREDGE/EXCAVATION Max Max Vol ume (CY) Area Length(1) Width(1) (ACRE) 3,570 3,570 M ax dth(1) Wi ( FT) 2 80 NA (FT) (FT) 428 280 1.14 NA NA 1.14 FILL Area Average Volume (ACRE) Depth (CY) (FT) 1.14 5 7,905 1.14 5 7,905 Average Depth (FT) 2 2 1 Max length and max width are not totals; they are the maximum value as c alculated in AutoCAD. Refer to Construction Area 2 Figures 12-3A, 12-3B Revision 1 p age 11 of 23 Volume (CY) 3,570 3,570 Au ti? 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-3 Construction Area 2 iii) Describe the wetland impacts, proposed use or development, and any alternatives considered. Fermi 3 Joint Permit Application Tables The proposed regulated activity is temporarily filling Wetland Y entirely for the purpose of providing a temporary construction laydown area in the southwest corner of the property. The area will be used for the placement of support structures and buildings that will be used during Fermi 3 construction activities. Specifically, this wetland area will be filled and covered with gravel to become a parking area for the proposed buildings. Construction will require up to 10 years to complete. Following construction, a portion of the wetland functions and values in this area will be restored within 3 to 5 years after construction. Wetlands in this area will be fully restored in 10 to 20 years. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached Construction Area 2 Figures 12-3A and B for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 12 of 23 Au9.1 g

• 1 'RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-4 Construction Area 3 Wetland B (PFO) - 0. 76 ac proposed impact Wetland C (PEM) - 6.93 ac proposed impact Wetland D (PFO) -1.37 ac proposed impact Wetland E-North (PSS) -1.87 proposed impact Wetland E-South (PSS) - 2.04 proposed impact i)

Check all that apply to this activity area: Fermi 3 Joint Permit Application Tables ~ Fill ~ dredge or excavation D boardwalk or deck D dewatering fences D bridges and culverts D draining surface water Ostormwater discharge D restoration Oother ii) Totals USACE OHWM DREDGE EXCAVATION WETLAND DREDGE/EXCAVATION Activity Area Impacted Volume Max Max Area Average Wetland Volume (CY) Length(1) Width(1) Depth (CY) (FT) (FT) (ACRE) (FT) B 4,276 1,855 652 83 0.76 5 C 55,772 NA 524 772 6.93 5 Construction Area 3 D 11,039 NA 310 292 1.37 5 E-North 12,193 2,885 461 292 1.87 5 E-South 14,361 2,083 443 394 2.04 5 Totals 97,641 6,823 NA NA 12.97 5 FILL Activity Area Impacted Max Max. Area Average Volume Wetland Length Width Depth (FT) (FT) (ACRE) (FT) (CY) B 652 83 0.76 6 5,805 C 524 772 6.93 6 71,226 Construction Area 3 D 310 292 1.37 6 12,341 E-North 461 292 1.87 5 15,465 E-South 443 394 2.04 6 17,043 Totals NA NA 12.97 5.8 121,880 l Max length and max width are not totals, they are the maximum value as calculated in AutoCAD. Refer to Construction Area 3 Figures 12-4A, 12-4B, 12-4C Revision 1 Page 13 of 23 Volume (CY) 6,131 55,772 11,039 15,078 16,444 104,464 Aug~ 1 1RD WRP032246 v1.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-4 Construction Area 3 iii) Describe the wetland impacts, proposed use or development, and any alternatives considered. Fermi 3 Joint Permit Application Tables The area north of Fermi Drive will be used temporarily for construction laydown and support structures and buildings. The proposed regulated activity is temporarily filling PFO Wetlands Band D, PSS Wetland E-South and E-North and PEM Wetland C: 12.97 acres of wetland. Construction will require up to 10 years to complete after which the area will be restored to the pre-impact wetland types. The functions and values of Wetland C, E-North and E-South will be restored within 3 to 5 years and partially restored for Wetlands B and D. The functions and values of Wetlands B and D will be fully restored in 10 to 20 years. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached Construction Area 3 Figures 12-4A through C for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 14 of 23 Aug~ ~ 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-5 Construction Area 4 Fermi 3 Joint Permit Application Tables I Wetland W (PEM) - 4. 59 ac proposed impact i) Check all that apply to this activity area: ~ Fill ~ dredge or excavation D boardwalk or deck D dewatering fences D bridges and culverts D draining surface water Ostormwater discharge D restoration Oother ii) Totals USACEOHWM DREDGE EXCAVATION WETLAND DREDGE/EXCAVATION Activity Area Impacted Volume Max Max Area Average Volume Wetland Volume (CY) Length(1l Width(1l Depth (CY) (FT) (FT) (ACRE) (FT) (CY) Construction Area 4 w NA 15,211 774 393 4.59 2 15,211 Totals NA 15,211 NA NA 4.59 2 15,211 FILL Activity Area Impacted Max Max Area Average Volume Wetland Length(1l Width(1l Depth (FT) (FT) (ACRE) (FT) (CY) Construction Area 4 w 774 393 4.59 3.5 20,989 Totals NA NA 4.59 3.5 20,989 Max length and max width are not totals, they are the maximum value as calculated In AutoCAD. Refer to Construction Area 4 Figures 12-5A, 12-5B iii) Describe the wetland impacts, proposed use or development, and any alternatives considered. The proposed regulated activity is temporarily filling the entirety of Wetland W, for the purposes of a construction laydown area. Construction will require up to 10 years to complete. Wetland W will be restored to a wet meadow with enhanced functions and values re-established within 3 to 5 years after construction. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached Construction Area 4 Figures 12-5A and B for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 15 of 23 Aug~

• 1 VRD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-6 Construction Area 5 South Canal (PEM) - 1.17 ac proposed impact Wetland KK (PFO)- 1.62 ac proposed impact i)

Check all that aQQIY to this activity area: Fermi 3 Joint Permit Application Tables ~ Fill ~dredge or excavation D boardwalk or deck D de watering fences D bridges and culverts D draining surface water Dstormwater discharge D restoration other ii) Totals Activity Area Impacted Wetland South Canal Construction Area 5 KK Totals Activity Area Impacted Wetland South Canal Construction Area 5 KK Totals USACE 0 HWM DREDGE Volume (CY) NA 2,065 2,065 Max Length(1l (FT) 839 713 NA EX CAVATION WETLAND DREDGE/EXCAVATION Max Max Vo lume (CY) Area Length(1l Width(1l (ACRE) NA 3,120 3,120 Max dth(1l Wi ( FT) 99 1 82 NA (FT) (FT) NA NA NA 713 182 1.62 NA NA 1.62 FILL Area Average Volume (ACRE) Depth (CY) (FT) 1.17 5.5 11,342 1.62 3.5 8,884 2.79 4.5 20,226 Average Depth (FT) NA 2 2 ' Max length and max width are not totals; they are the maximum val ue as calculated in AutoCAD. Refer to Construction Area 5 Figures 12-6A, 12-6B Revision 1 p age 16 of 23 Volume (CY) NA 5,185 5,185 Aug t_g 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-6 Construction Area 5 iii) Describe the wetland impacts, proposed use or development, and any alternatives considered. Fermi 3 Joint Permit Application Tables The proposed regulated activity includes permanently filling the entirety of PFO Wetland KK and 1.17-acres of PEM South Canal for the purposes of providing a construction area for the new cooling tower. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached Figures 12-6A and B for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 17 of 23 Au ~ *1 RD WRP032246 vt.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-7 Warehouse, PAPNIB, and Parking Garage Wetland C (PEM)- 2.24 ac proposed impact Wetland H (PEM-1.96 ac proposed impact Wetland U (PEM)- 3.46 ac proposed impact i) Check all that apply to this activity area: Fermi 3 Joint Permit Application Tables IZI Fill !Zldredge or excavation D boardwalk or deck D dewatering fences D bridges and culverts D draining surface water Dstormwater discharge D restoration Dother ii) Totals USACEOHWM DREDGE EXCAVATION WETLAND DREDGE/EXCAVATION Activity Area Impacted Volume Max Max Area Average Volume Wetland Volume (CY) Lengtht1l Widtht1l Depth (CY) (FT) (FT) (ACRE) (FT) (CY) C 17,991 NA 801 226 2.24 5 17,991 Warehouse, PAPNIB, and H 0 NA NA NA 0 0 0 Parking Garage u 0 NA NA NA 0 0 0 Totals 17,991 NA NA NA 2.24 5 17,991 FILL Activity Area Impacted Max Max Area Average Volume Wetland Lengtht1l Widtht1l Depth (FT) (FT) (ACRE) (FT) (CY) C 801 226 2.24 11 38,1 72 Warehouse, PAPNIB, and H 510 357 1.96 10 16,651 Parking Garage u 1,267 109 3.46 12 29,082 Totals NA NA 7.66 11 83,905 I Max length and max width are not totals, they are the maximum value as calculated In AutoCAD. Max length and max width are depicted on Warehouse, PAPNIB and Parking Garage Figure 12-7 A. Average depth of wetland dredge/excavation and fill is on Figures 10-1 C and 10-10. Refer to Figure 12-7 A and 12-7B for other details. Revision 1 Page 18 of 23 Au I? 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-7 Warehouse, PAPNIB, and Parking Garage iii) Describe the wetland impacts, proposed use or development, and any alternatives considered. Fermi 3 Joint Permit Application Tables The proposed regulated activity is permanently filling 2.24 acres of Wetland C, 1.96 acres of Wetland H, and 3.46 acres of Wetland U for the purposes of supporting a Warehouse, PAPNIB and parking garage. Wetland C will require excavating wetland soils, backfilling and compacting. The vegetation and soil surrounding the perimeter of Wetland H and Wetland U will be removed. Wetland H and Wetland U will be filled and compacted. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to Warehouse, PAPNIB and Parking Garage Figures 12-7A and 12-7B for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 19 of 23 Au~ ~,21 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 2-8 New Operations Access Road Wetland I (PFO) - 0.44 ac proposed impact Wetland C (PEM) - 0.33 ac proposed impact Wetland F (PFO)- 0.18 ac proposed impact i) Check all that apply to this activity area: Fermi 3 Joint Permit Application Tables ~ Fill ~ dredge or excavation D boardwalk or deck D dewatering fences D bridges and culverts D draining surface water Dstormwater discharge D restoration Dother ii) Totals USACEOHWM DREDGE EXCAVATION WETLAND DREDGE/EXCAVATION Activity Area Impacted Volume Max Max Area Average Wetland Volume (CY) Length11l Width11l Depth (CY) (FT) (FT) (ACRE) (FT) I NA 37 1,205 48 0.44 2 New Operations Access Road C 400 NA 386 52 0.33 3.5 F NA 41 282 38 0.18 2 Totals 400 78 NA NA 0.95 2.5 FILL Activity Area Impacted Max Max Area Average Volume Wetland Length11l Width11l Depth (FT) (FT) (ACRE) (FT) (CY) I 1,205 48 0.44 3 603 New Operations Access Road C 386 52 0.33 3.5 1,364* F 282 38 0.18 3 596 Totals NA NA 0.95 3.2 2,563 l Max length and max width are not totals; they are the maximum value as calculated In AutoCAD. Refer to New Operations Access Road Figures 12-8A, 12-8B and 12-8C

• This is the sum of Wetland C fill from road improvements (784 CY) and the box culvert (580 CY).

Revision 1 Page 20 of 23 Volume (CY) 37 400 41 478 Aug 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

r 2-8 New Operations Access Road iii) Describe the wetland impacts, proposed use or development, and any alternatives considered. Fermi 3 Joint Permit Application Tables The proposed regulated activity includes long-term impacts to Wetlands I and F, both rare and imperiled southern hardwood swamps, for the purpose of creating a new access road and expansion of the existing culvert. The northern edge of Wetland I, where permanent impacts are proposed, exhibits vegetation communities and conditions that reflect a high degree of disturbance including invasive species and altered hydrology associated with the adjacent roadway and other human activities. The proposed regulated activity also includes impacts to Wetland C, a rare and imperiled emergent Great Lakes marsh, which is fragmented from Lake Erie by access roads, but connected hydrologically through culverts. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached New Operations Access Road Figures 12-8A, 12-8B and 12-8C for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 21 of 23 Au J 2 1 RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027

r 2-9 Onsite Transmission Wetland C (PEM) - 0.24 ac Tower Footprint proposed impact 0.34 ac Toll Rd Access proposed temporary impact

0. 35 ac Doxy Rd Access proposed temporary impact 1.6 ac Tower Impact proposed temporary impact i)

Check all that apply to this activity area: Fermi 3 Joint Permit Application Tables [gl Fill [gjdredge or excavation D boardwalk or deck D dewatering fences D bridges and culverts D draining surface water Ostormwater discharge D restoration [glother - tree clearing ii) Totals USACE OHWM DREDGE EXCAVATION WETLAND DREDGE/EXCAVATION Activity Area Impacted Volume Max Max Area Average Wetland Volume (CY) Length<1l Width<1l Depth (CY) (FT) (FT) (ACRE) (FT) C - Permanent 768 NA 36 36 0.24 12 Onsite Transmission C - Temporary NA NA NA NA NA NA F NA NA NA NA NA NA Totals 768 NA NA NA 0.24 12 FILL Activity Area Impacted Max Max Area Average Volume Wetland Length!1) Width<1l Depth (FT) (FT) (ACRE) (FT) (CY) C - Permanent 36 36 0.24 12 768 Onsite Transmission C - Temporary NA NA NA NA NA F NA NA NA NA NA Totals NA NA 0.24 12 768 Max length and max width are not totals, they are the maximum value as calculated In AutoCAD. Refer to Onsite Transmission Figures 12-9A, 12-9B Revision 1 Page 22 of 23 Volume (CY) 768 NA NA 768 Au§UslIW.:t RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 __.,111111 2-9 Onsite Transmission iii) Describe the wetland impacts. proposed use or development. and any alternatives considered. Fermi 3 Joint Permit Application Tables The proposed regulated activity requires long-term impacts to 0.24 acres of Wetland C, a rare and imperiled Great Lakes marsh, to accommodate the tower footprints for eight transmission towers. Temporary impacts to 2.29 acres in Wetland C are proposed for the installation of tower support structures and two access roads. Vegetation clearance of 50 feet on either side of the transmission towers along a length of approximately 750 feet will be required for the transmission lines parallel and east of Toll Road over Wetland F. As a result of the vegetation clearance, 2.53 acres of PFO Wetland F will convert from a forested wetland to an emergent wetland. To reduce impacts to vegetation and soil, balloon tires will be used on equipment and the construction activities can be completed during the winter. Restoration is expected to occur within the following growing season. Greater detail regarding the proposed use and impact of the wetlands is available in Section 2 of the JPA. Refer to attached Onsite Transmission Figures12-9A and B for plan view and section details. Considered alternatives are outlined in Section 4 of the JPA. Revision 1 Page 23 of 23 Au ~ Rt RD WRP032246 vl.0 Approved Issued On:03/02/2022 Expires On:03/02/2027 ..11111111

N A o 500 1000 SCALE: 1" - 500' LEGEND PSS PEM PFO PALUSTRINE SCRUB SHRUB WETLAND PALU STRINE EMERGENT WETLAND PALUSTRINE FORESTED WETLAND APPROXIMATE PROPERTY LINE ~ OPEN WATER WETLAND BOUNDARY HORIZONTAL & VERTICAL CONTROL FERMI CONSTRUCTION BOUNDARY USACEOHWM APPROX. MDEQ OHWM PALUSTRINE SCRUB-SHRUB (PSS) POTENTIAL WETLAND IMPACTS PALUSTRINE EMERGENT (PEM) POTENTIAL WETLAND IMPACTS PALUSTRINE FORESTED (PFO) POTENTIAL WETLAND IMPACTS OPEN WATER POTENTIAL IMPACTS DESIGNATED ENVIRONMENTAL AREA FACILITY LEGEND 01 REACTOR BUILDING 03 lURBINE BUILDING 04 CONTROi.. ROOM 05 ELECTRICAL BLOG!TECH SUPPORT CENTER 06 MAIN TRANSFORMERS 07 UNIT AUXILIARY TRANSFORMER 08 RESERVE AUXILIARY TRANSFORMER 09 SPARE TRANSFORMER 11 RAOWASTE BUILDING 12 FUEL BUILDING 13 OIESELFUELOILSTORAGETANK 16 SERVICE WATER COOllNG TOWER 17 FIREWATERTANKANOPUMPS 18 WATER STORAGE TANKS 19 CONDENSATE STORAGE TANK 20 SERVICE BUILDING/OPERATION SUPPORT CENTER 23 NPHS COOLING TOWER 26 STATION WATER INTAKE 27 CIRC WATER OUTFALL 28 FERMI 3 S1MTCHYARO 30 FERMI 3 SIMULATOR 31 PARKING GARAGE 32 FERMI 2/FERMI 3 HAZARDOUS WASTE WAREHOUSE 35 FERMI 2/FERMI 3 MAINTENANCE SHOPS 37 FERMI 2/FERMI 3 C~MON WAREHOUSE

EXISTING FERMI DRI FERMI 3 CONSTRUCTION LAYDOWN (-60ACRES) POINTE AUX PEAUX GATE FERMI 2 SECURITY GATE HOUSE CONSTRUCTION ARE.i:,5 \\. CONSTRUCTION

• '\\ AREA2

\\ *

• '\\

J M PEM PROTECTED l=fERMt AREA 8 ~R BOUNDARY U (P) -......_~ 3.46 oc PEM I OPEN WATER / / / / / BOUNDARY LINES V-ARE THE SAME AS PROPERTY LINES (-1260 ACRES) I "~ ""'/ I "'"' ',,,,/ I (T) OPEN WATER 7 I J Af>PROXIMATE PROPERTY LINE FERMI 3 WATER INTAKE CURRENT SPOILS DISPOSAL AREA METEOROLOGICAL TOWER NEW LOCATION (60 METERS) N A 0 500 1000 SCALE: 1" = 500' LEGEND PSS PEM PFC PALUSTRINE SCRUB SHRUB WETLAND PALUSTRINE EMERGENT WETLAND PALUSTRINE FORESTED WETLAND APPROXIMATE PROPERTY LINE ~ OPEN WATER WETLAND BOUNDARY /); HORIZONTAL & VERTICAL CONTROL FERMI CONSTRUCTION BOUNDARY USACE OHV\\IM 01 02 03.. o, 06 07 08 09 10 11 12 13,. 16 17 18,. 20 21 22 23,. 27,.,. 30 31 32 33,.. 35 37 38

3.

APPROX. MDEQ OHV\\IM PALUSTRINE SCRUB-SHRUB (PSS) POTENTIAL WETLAND IMPACTS PALUSTRINE EMERGENT (PEM) POTENTIAL WETLAND IMPACTS PALUSTRINE FORESTED (PFO) POTENTIAL WETLAND IMPACTS OPEN WATER POTENTIAL IMPACTS DESIGNATED ENVIRONMENTAL AREA FACILITY LEGEND REACTOR BUILDING AUXlllARY BOILER TURBINE BUILDING CONTROL RCK>M ELECTRICAL BLDG'TECH SUPPORT CENTER MAIN TRANSFORMERS UNIT AUXILIARY TRANSFORMER RESERVE AUXILIARY TRANSFORMER SPARE TRANSFORMER ADB RAOWASTE BUILDING FUEL BUILDING DIESEL FUEL OIL STORAGE TANK WATER TREATMENT/SERVICE WATER BLOO SERVICE WATER COOLING Tcw,JER FIRE WATER TANK AND PUMPS WATER STORAGE TANKS CONDENSATE STORAGE TANK SERVICE BUILDING/OPERATION SUPPORT CENTER HOT MACHINE SHOP AND STORAGE WASH()(M!NBAYS NPHS COOLING TO'NER PUMPHOUSE STATION WATER INTAKE CIRC WATER OUTFALL FERMI J SWITCHYARO FERMI 2/FERMI J ADMIN BUILDING FERMI J SIMULATOR PARKING GARAGE FERMI 2/FERMI 3 HAZARDOUS WASTE WAREHOUSE BARGE SUP RAO MATERIAL WAREHOUSE FERMI 2/FERMI 3 MAINTENANCE SHOPS FERMI 2/FERMI 3 COMMON WAREHOUSE PARKlNG GARAGE ANO FERMI 2 SHOPS ISFSI PAPMB}}