REAL ESTATE PLAN APPENDIX G

Transcription

1 Pacific Ocean Division REAL ESTATE PLAN APPENDIX G Alaska District KENAI BLUFFS BANK STABILIZATION SECTION 116 FEASIBILITY STUDY KENAI, ALASKA Real Estate Branch Alaska District U.S. Army Corps of Engineers

2 TABLE OF CONTENTS ITEM PAGE PURPOSE:... 1 PROJECT TYPE AND APPLICABILITY:... 1 PROJECT SCOPE AND CONTENT:... 2 ALTERNATIVES CONSIDERED IN DETAIL... 2 Alternative 1: No Action... 2 Alternative 2: Rive Mouth Relocation... 3 Alternative 3: Revetting and Vegetating the Bluff Face Buried Toe... 4 Alternative 5: Protective Berm at the Bluff Toe... 6 Alternative 6: Non-Structural Plan Description of Lands, Easements, Right-of-way, Relocation and Disposals (LERRD):... 7 TABLE 1A: Alternative 2 LERRD Requirements... 8 TABLE 1B: Alternative 3 and 4 LERRD Requirements... 8 TABLE 1C: Alternative 5 LERRD Requirements... 8 TABLE 1D: Alternative 6 LERRD Requirements... 9 PROJECT COMPONENTS:... 9 STANDARD ESTATES:... 9 NON-STANDARD ESTATES:... 9 FEDERAL LANDS:... 9 NEAREST OTHER EXISTING FEDERAL PROJECT:... 9 NAVIGATION SERVITUDE:... 9 INDUCED FLOODING:... 9 BASELINE COST ESTIMATE FOR REAL ESTATE... 9 TABLE 2A - Alternative 2 Baseline Cost Estate for Real Estate TABLE 2B Alternatives 3 and 4 Baseline Cost Estate for Real Estate: TABLE 2C - Alternative 5 Baseline Cost Estate for Real Estate: TABLE 2D: - Alternative 6 Baseline Cost Estate for Real Estate UTILITIES & FACILITIES RELOCATIONS: RELOCATION ASSISTANCE BENEFITS: HTRW IMPACTS:... 12

3 MINERAL/TIMBER ACTIVITY: REAL ESTATE MAP: SPONSORSHIP CAPABILITY: NOTIFICATION OF SPONSOR AS TO PRE-PCA LAND ACQUISITION: ZONING ORDINANCES ENACTED: SCHEDULE: VIEWS OF FEDERAL, STATE, AND REGIONAL AGENCIES VIEWS OF LOCAL RESIDENTS: ANY OTHER RELEVANT REAL ESTATE ISSUES: EXHIBITS: Assessment of Sponsor Real Estate Acquisition Capabilities Exhibit A Real Estate Ownership Map for Alternative Exhibit B-1 Real Estate Ownership Map for Alternative 3 & Exhibit B-2 Real Estate Ownership Map for Alternative Exhibit B-3 Real Estate Ownership Map for Alternative Exhibit B-4 ii

4 KENAI BLUFFS BANK STABILIZATION SECTION 116 FEASIBILITY STUDY KENAI, ALASKA REAL ESTATE PLAN PURPOSE: The purpose of the feasibility study is to evaluate potential solutions to erosion problems at the Kenai Bluff. The bluff is approximately 100 feet in height, fronts the northern bank of the Kenai River where it empties into Cook Inlet. Storm surges and wind-driven waves attack the toe of the bluff during storm events, causing erosion. In addition, groundwater seepage through the bluff and overland flow exacerbates the erosion problem. This Real Estate Plan (REP) will be consolidated into the decision document. The REP identifies and describes the real estate requirements for the lands, easements, rights-of-way, relocations and disposal areas (LERRD) that will be required. The REP is tentative in nature; it is for planning purposes only and both the final real property acquisition lines and the real estate cost estimates provided are subject to change even after approval of the Feasibility Report. PROJECT TYPE AND APPLICABILITY: This feasibility study is being conducted under authority granted by a resolution adopted on December 2, 1970, by the Committee on Public Works of the U.S. House of Representatives. The resolution states: And Resolved by the Committee on Public Works of the House of Representatives, United States, that the Board of Engineers for rivers and Harbors is hereby requested to review the reports of the Chief of Engineers on Rivers and Harbors in Alaska, published as House Document Numbered 414, 83 rd Congress, 2 nd Session; and other pertinent reports, with a view to determine whether any modifications of the recommendations contained therein are advisable at the present time. Section 116 of the Energy and Water Development Appropriations Act of 2010 (P.L , Title I) as amended for the prevention and reduction of storm damage, coastal erosion, and ice and glacial damage, as well as the relocation of communities and construction of replacement facilities for relocated communities. Nonfederal Sponsor for the project is the. Past action related to the Kenai River bluff erosion include: Resolution of House Committee on Public Works, 2 Dec 70; Review reports on Rivers and Harbors in Alaska. Energy and Water Development Appropriations Act, 2002, Senate Committee 1

5 Report, page 27. Kenai River Bluff Erosion, AK. The Committee has provided $500,000 for a special technical evaluation study of bank stabilization needs along the Lower Kenai River. PROJECT SCOPE AND CONTENT: The KENAI BLUFFS BANK STABILIZATION SECTION 116 FEASIBILITY STUDY involves the development of alternatives to: a. Reduce or prevent further erosion at the toe of the bluff. b. To reduce or prevent sediment transport through the bluff as a result of groundwater seepage. c. To reduce or prevent erosion at the top of the bluff due to overland flow. Lower Kenai River, Kenai, Alaska Vicinity Map ALTERNATIVES CONSIDERED IN DETAIL Five alternative were evaluated along with a no action alternatives. Alternative 1: No Action This alternative would leave the community with a bluff that will continue to erode. Land 2

6 will continue to be lost and no long term plans could be made for development along the bluff. Alternative 2: Rive Mouth Relocation This alternative consists of excavating a new 1,000 foot wide river channel to -10 feet MLLW approximately 5,800 feet into Cook Inlet and maintaining the channel opening with the construction of two jetties. The existing river mouth would be closed by an approximately 4,300 foot cut-off dike that would be constructed from the jetty to the bluff. Construction of the dike would be necessary to prevent removal of the eroded bluff material by wave action during high tide and surge events. The owns the channel. Dredging would be needed, but is not authorized by the current authorization. 3

7 RIVER MOUTH RELOCATION ALTERNATIVE DREDGED CHANNEL Alternative 3: Revetting and Vegetating the Bluff Face Buried Toe This alternative would entail cutting and filling the bluff to a more stable slope, construction of a stone revetment at the base of the bluff, and vegetating the unreveted bluff slope. Construction of a stable slope would balance the cut and fill areas along the bluff by cutting the top of the bluff back and using the excavated material as fill along the toe of the bluff. The toe of the slope would be protected by a rock revetment. A filter fabric would separate the filter rock from the material below. This alternative will require of fee interest in property. Mitigation of archaeological and historical assets could be quite costly as well. This plan would not address the loss of economic activity at these sites. The real estate requirements and real estate cost are the same as Alternative 4. 4

8 Alternative 4: Revetting and Vegetating the Bluff Face Weighted Toe This alternative would reduce the volume of material cut from the bluff and use fill at the base to create a more stable slope. A stone revetment would be constructed at the base of the fill area. Slopes not protected by the revetment would be vegetated. Filter fabric would separate the filter rock from the native material. The toe of the revetment would be constructed to launch material placed on the river side of the revetment to fill potential scour holes. The real estate requirements and real estate cost are the same as Alternatives 3. 5

9 Alternative 5: Protective Berm at the Bluff Toe This alternative would allow the bluff to reach a stable slope naturally by constructing a berm at the base of the bluff. The bluff would be allowed to naturally recede. Material lost from the bluff face would be protected from being washed away by the river and allowed to build up behind the berm. There would be no cutting or filling of the bluff face and no real estate acquisition will be required north of the purpose berm. It is anticipated that the bluff will eventually lay back to a 2H:1V stable slope. The berm was located to provide storage of the bluff face material laid back on a 2H:1V slope. The river side toe of the berm would be built up to provide launch material to fill potential scour holes. 6

10 Alternative 6: Non-Structural Plan - The Non-Structural Alternative provides a temporary solution to an ongoing long term issue. The future economic impact is not consider here. The Non-Federal Sponsor will acquire all property within the 50 year Erosion area. The Non-Federal Sponsor is required to comply with P.L businesses or residential relocation assistance benefits required for this project. Description of Lands, Easements, Right-of-way, Relocation and Disposals (LERRD): The project is located within the, on the western coast of the Kenai Peninsula, fronting Cook Inlet. It is approximately 65 air miles and 155 highway miles southwest of Anchorage. LERRD necessary to implement this project includes feesimple lands already own by the NFS, temporary work area easement, temporary or permanent road easements, and bank protection easements. The NFS owns the tides and submerged lands lying within Alaska Tideland Survey 272. No staging or disposal areas have been identified. 7

11 TABLE 1A: Alternative 2 LERRD Requirements FEATURES OWNERS ACRES INTEREST REQUIRED Channel with 2 jetties 4 parcels Fee Dike TOTAL PROJECT BOUNARY ac 4 parcels 4 parcels privately owned Fee TABLE 1B: Alternative 3 and 4 LERRD Requirements FEATURES OWNERS ACRES INTEREST REQUIRED Revetment 11 parcels, 33 parcels, Privately owned Fee Construction Area 5 parcels, 14 parcels, Privately owned Temp Work Area Easement for 3 years or until completion TOTAL PROJECT BOUNARY ac TABLE 1C: Alternative 5 LERRD Requirements FEATURES OWNERS ACRES INTEREST REQUIRED Construction Boundary 8 parcels, 20 parcels, privately owned Temp Work Area Easement for 3 years or until completion Protective Berm (included in Construction Boundary 7 parcels, 11 parcel(s, privately owned Bank Protection Easement TOTAL PROJECT BOUNARY ac 8

12 TABLE 1D: Alternative 6 LERRD Requirements FEATURES OWNERS ACRES INTEREST REQUIRED Purchase Land and Improvements TOTAL PROJECT BOUNARY 39 ac 14 parcels, 44 parcels, Privately owned Fee PROJECT COMPONENTS: See Baseline Cost Estimate Section STANDARD ESTATES: Fee Simple (Alternatives 2, 3, 4. & 6) Temporary Work Area Easement (Alternatives 3, 4, & 5) Bank Protection Easement (Alternative 5) NON-STANDARD ESTATES: None FEDERAL LANDS: None NEAREST OTHER EXISTING FEDERAL PROJECT: There are no other existing Federal Projects that will be affected by the project footprint. NAVIGATION SERVITUDE: Navigation servitude is not applicable. The NFS owns the tide lands located within ATS 272. INDUCED FLOODING: Flooding is not expected as a result of the project. BASELINE COST ESTIMATE FOR REAL ESTATE The NFS will negotiate to secure real estate interest in the privately owned lands for the project (See Exhibits B1 B4 - Real Estate Map). The NFS will acquire all necessary real estate interest in the lands necessary for the project. The is a home rule charter municipality and is subjected to taxation. The estimate of the Fair Market Value (FMV) was provided by Les Crane, Land Appraiser, Kenai Peninsula Borough. The real property price estimates are based on borough tax assessment times a factor of Values in the Baseline Cost Estimate are estimates and not a final LERRD value for crediting purposes. 9

13 TABLE 2A - Alternative 2 Baseline Cost Estate for Real Estate Item # of Units Unit Cost Total Cost Remarks Acquire properties 12 Fair Market Value $982,355 Appraisals 3 $15,000 $45,000 Appraisals Reviews 3 $5,000 $15,000 City Administrative Costs 2000 $125 $250,000 USACE Admin Cost 500 $125 $62,500 Baseline Cost Estimate for RE $1,354,855 TABLE 2B Alternatives 3 and 4 Baseline Cost Estate for Real Estate: The Non-Federal Sponsor is required to comply with P.L businesses or residential relocation assistance benefits required for this project. Alternatives 3 and 4 are based on the following assumptions; The layback line was provided by CEPOA-EC-G-HH. Possible relocation of an estimated 52 private residents, Possible relocation of an estimated 8 businesses, Possible relocation of an estimated 0.50 miles of all utilities within the erosion zone. Item # of Units Unit Cost Total Cost Remarks Acquire properties 55 Fair Market AcquFee and $4,556,748 Value Easement Estate Resident Relocation 52 $25000 $1,300,000 Business Relocation 8 $250,000 $2,000,000 Utilities Relocation 0.75 miles Appraisals 32 $15,000 $480,000 Appraisals Reviews 32 $5,000 $160,000 City Administrative 7000 Costs $125 $875,000 USACE Admin Cost 1500 $125 $187,500 Baseline Cost Estimate for RE $12,059,248 TABLE 2C - Alternative 5 Baseline Cost Estate for Real Estate: Alternative 5 is based on the following assumptions; The natural layback line was established by CEPOA-EC-G-HH and the lands south of the natural layback line and north of the construction boundary of the berm structure are not a part of the project and no relocations are required. 10

14 Item # of Units Unit Cost Total Cost Remarks Acquire properties 28 Fair Market Value $879,034 Appraisals 10 $15, $150,000 Appraisals Reviews 10 $5, $50,000 City Administrative Costs 2500 $ $312,500 USACE Admin Cost 1000 $ $125,000 Baseline Cost Estimate for RE $1,516,534 TABLE 2D: - Alternative 6 Baseline Cost Estate for Real Estate The Non-Federal Sponsor is required to comply with P.L businesses or residential relocation assistance benefits required for this project Item # of Units Acquire properties 58 Unit Cost Total Cost Remarks Fair Market Value 11 $17,323,737 Resident Relocation* 86 $25, $2,150,000 Business Relocation* 8 $250, $2,000,000 Utilities Relocation $2,500, miles Appraisals 39 $15, $585,000 Appraisals Reviews 39 $5, $195,000 City Administrative Costs 7000 $ $875,000 USACE Admin Cost 1500 $ $187,500 Baseline Cost Estimate for RE $25,816,237 UTILITIES & FACILITIES RELOCATIONS: a. For Alternatives 2 and 5 there are no known utilities or facilities that require relocation. b. For Alternatives 3, 4, and 6; power, gas and water utilities may be abandoned in place. Discussion will be held with the utilities owners after the alternative has been selected. RELOCATION ASSISTANCE BENEFITS: There are no P.L businesses or residential relocation assistance benefits required for this Alternatives 2 and 5.

15 HTRW IMPACTS: There are no known information pertaining to hazardous, toxic and radioactive wastes or materials, within the project footprint was provided. MINERAL/TIMBER ACTIVITY: For Alternatives 3 and 4 there may have timber activity within Lots and For Alternatives, 2, 5 and 6, there are no current or anticipated mineral or timber activities within the vicinity of the proposed project that will affect construction, operation, or maintenance of the proposed project. Nor will any subsurface minerals or timber harvesting take place within the project. REAL ESTATE MAP: The Real Estate Map will be produced by POA, in collaboration with the. SPONSORSHIP CAPABILITY: The is a fully capable sponsor for acquiring the required lands, easements, and rights-of-way (See Exhibit A - Sponsor Real Estate Acquisition Capability Assessment). The Sponsor has professional experienced staff and legal capability to provide all lands, easements, and rights-of-way required for project purposes. The city has been advised of P.L requirements; and they have been advised of the requirements for documenting expenses for LERRD crediting purposes. The Sponsor s point of contact information is: Sean Wedemeyer Public Works Director Capital Project Manager 210 Fidalgo Avenue Kenai, Alaska swedemeyer@kenai.city NOTIFICATION OF SPONSOR AS TO PRE-PCA LAND ACQUISITION: The non-federal sponsor has been notified in writing about the risks associated with acquiring land before the execution of the PCA and the Government s formal notice to proceed with acquisition. ZONING ORDINANCES ENACTED: No zoning ordinances are proposed in lieu of, or to facilitate acquisition in connection with the project, but if the project is approved the City would consider legislation/zoning changes at that time. SCHEDULE: The anticipated project schedule, unless revised after coordination with NFS, as shown in Table 3. 12

16 Table 3: Project Schedule TASK START NFS - RECEIPT OF FINAL DRAWINGS FROM COE ENGINEERING COE - FORMAL TRANSMISSION OF ROW DRAWINGS & INSTRUCTIONS TO ACQUIRE LERRD NFS - CERTIFY ALL NECESSARY LERRD AVAILABLE FOR CONSTRUCTION NFS - PREPARE & SUBMIT CREDIT REQUESTS COE - REVIEW/APPROVE OR DENY CREDIT REQUESTS 2-4 weeks after PPA execution 4-6 weeks after PPA execution 6-9 months after PPA execution 6-8 months upon completion of Project 6 months of Sponsor submission VIEWS OF FEDERAL, STATE, AND REGIONAL AGENCIES This project is supported by Federal, State, and Regional agencies. The Corps has met with representatives of the and other pertinent parties to discuss aspects of the proposed action. Further coordination will be ongoing. In compliance with NEPA letters will be sent to resource agencies and residents in the area. he Integrated Feasibility Report/Environmental Assessment will be made available for public review under a public notice. VIEWS OF LOCAL RESIDENTS: The has conducted public meetings concerning this project. Local residents are in favor of the project with funding remaining an issue to be resolved. Further coordination will be ongoing between the, US Army Corps of Engineers, State and Federal resource agencies, and residents in the area. ANY OTHER RELEVANT REAL ESTATE ISSUES: Previous baseline real estate cost estimate for Alternative 6, Non Structural- Relocation real estate included cost of construction of new residents. IAW Federal Regulations Implementing the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended, the current baseline real estate cost estimates does not included the cost of construction for willing sellers. We have made the following assumptions; the property owners are willing sellers and would accept a fair market value offer. The historic site relocation/documentation and historic site evaluation cost was not included, it will be provided by the Archaeologist to be included in a separate appendix. PREPARED BY: REVIEWED AND APPROVED BY: RONALD J GREEN Realty Specialist 13 MICHAEL D COY Chief, Real Estate 23 March 2017

17 EXHIBIT A ASSESSMENT OF NON-FEDERAL SPONSOR'S REAL ESTATE ACQUISITION CAPABILITY KENAI BLUFFS BANK STABILIZATION KENAI, ALASKA 1. LEGAL AUTHORITY: a. Does the sponsor have legal authority to acquire and hold title to real property for project purposes? YES )( NO > ---- b. Does the sponsor have the power of eminent domain for this project? YES X NO c. Does the sponsor have "Quick-Take" authority for this project? YES x NO d. Are any of the lands/interests in land required for this project located outsid~e sponsor's political boundary? YES NO _~A e. Are any of the lands/interests in land required for this project owned by an entity whose property the sponsor cannot condemn? YES NO )< 2. HUMAN RESOURCE REQUIREMENTS: a. Will the sponsor's in-house staff require training to become familiar with the real estate requirements of Federal projects including P.l , as amended? YES NO X b. If the answer to 2a is "YES" has a reasonable plan been developed to provide such training? YES NO c. Does the sponsor's in-house staff have sufficient real estate acquisition experience to meet its responsibilities for the project? YEs_X. NO ---- d. Is the sponsor's projected in-house staffing level sufficient considering its other work load, if any, and the project schedule? YES X NO e. Can the sponsor obtain contractor support, if required in a timely fashion? YES x NO f. Will the sponsor likely request USACE assistance in acquiring real estate? X YES NO,,, 1

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19 1 Tax Lot Acres Owner - Road Gerald E. Collins - River ATS Mew Trust Lowell M. Puckett, Trustee Kenai Bible Church - Road - Cook Inlet q T5N, R11W, SM 1, T5N, R12W, SM T5N, R11W, SM 0 FEATURE Channel Channel Channel Channel Dike Dike Dike Dike Dike Dike Dike Dike Dike Jettie/Dike 6 1,000 Feet Legend 7 mv_borough_kenai_py ALT2 RE Requirements FEATURE Channel Dike Jettie/Dike 3/23/2017 DATE DESCRIPTION DATE REVISION APPVD BY Updated Real Estate map to indentify the LER required for the project and estabish tract numbers.the property data was provided by the Kenai Peninsula Borough. Borough. DESCRIPTION BY 8 APPVD EXHIBIT B-1: ALTERNATIVE 2, River Mouth Relocation Feasibility REVISION q KENAI # I SUBMITTED: U.S. ARMY CORPS OF ENGINEERS REAL ESTATE BRANCH RECOMMENDED: REAL-ESTATE SECTION APPROVED: CHIEF, REAL-ESTATE SECTION Document Path: O:\RE\Private\01 RE CONSOLIDATED FILES\Kenai\Kenai Bluff Stabilization\FINAL REP \KENAI_BLUFF_REP_LAYOUT alt2.mxd DRAWN BY: RJG CHECKED BY: PLOTTED BY: DISCLAIMER Access Constraints: The United States Government furnishes these data and the recipient accepts and uses them with the express understanding that the US Government makes no warranties, expressed, or implied concerning the accuracy, completeness, readability, usability or suitability for any particular purpose of the information and the data furnished. The United States Government shall be under no liability whatsoever to any person by reason of any use made thereof. These data belong to the US Government. Therefore the recipient fully agrees not to represent these data to anyone as other than US Government provided data. The recipient may not transfer these data to others without also transferring this Disclaimer. Distribution Liability: This data represents the results of data collection/processing for a specific US Army Corps of Engineers activity and indicates the general existing conditions. As such, it is only valid for its intended use, content, time and accuracy specifications. The user is responsible for the results of any of the application of the data for other than its intended purpose. US Army Corps of Engineers PROPERTY OWNER/LOCATION NOTES Coordinate System: NAD 1983 StatePlane Alaska 4 FIPS 5004 Feet Projection: Transverse Mercator Datum: North American 1983 False Easting: 1,640, False Northing: Central Meridian: Scale Factor: Latitude Of Origin: Units: Foot US ALASKA DISTRICT FROM: TO: KENAI BLUFFS BANK STABILIZATION SEC 116 FEASIBILITY STUDY

20 Tax_Lot Area FEE ESTATE Owner - Road - River Diocese of Sitka & Alaska Orthodox Church RABUF LLC Robert L Peters & Patricia M Peters Mary Ann Alfano Aaronson Daniel Jennifer F Yeoman Kenai Joes Alaskan Roadhouse Company Robert E & Lee Imelda c & Maria T Mercado Kenai Bible Church Michael & Linda Dunn Inlet View Apartments LLC Mrs Honaker's LLC Mrs Honaker's LLC Brenda Trefon Area TEMPORARY WORK AREA EASEMENT Tax_Lot Text Owner - Road David & Michael Schilling Diocese of Sitka & Alaska Orthodox Church Robert L Peters & Patricia M Peters Kenai Bible Church Mary Ann Alfano Kenai Bible Church Lowell M. Puckett, Trustee Mew Trust Jennifer F Yeoman Julie Latta Robert E Lee & Imelda Lee & Maria T. Merc Patricia Bushman-Sprague Jerry Sprague 20 Diana Lofstedt Julian Errea & Dan L. Hildebrand McCann Estate BIlly, Sterling Glenda A Russell S. Clark Michael & Linda Dunn Diana Lofstedt Patricia A. Bushman & Jerry R. Sprague Alaska Laborers Building Corp Lary and Carol Marsh Mrs Honaker's LLC Estate of Clarence E. LeDoux, Sr. Brenda Trefon Linda Cannizzo Victor Wisel Hannah Properties LLC Jeffrey C Pfile Lancet Ann Boyer Trust, James Johnson Re Sands BB Testamentary Trust Dorothy M. Cooper Vann Revocable Trust Crystal Consiel & Paul P. Karaffa q Legend Layback Line # I US Army Corps of Engineers ALASKA DISTRICT CHIEF, REAL-ESTATE SECTION T6N, R11W, SM T5N, R11W, SM Temporary Work Area Easement Fee Estate Document Path: O:\RE\Private\01 RE CONSOLIDATED FILES\Kenai\Kenai Bluff Stabilization\Maps and Surveys\KENAI_BLUFF_REP_LAYOUT _alt34.mxd Distribution Liability: This data represents the results of data collection/processing for a specific US Army Corps of Engineers activity and indicates the general existing conditions. As such, it is only valid for its intended use, content, time and accuracy specifications. The user is responsible for the results of any of the application of the data for other than its intended purpose. APPROVED: PROPERTY OWNER/LOCATION DISCLAIMER DRAWN BY: FROM: TO: EXHIBIT B-2: " ALTERNATIVE 3: Revetting and Vegetating the Bluff Face - Buried Toe ALTERNATIVE 4: Revetting and Vegatating the Bluff Face - Weighted Toe REAL ESTATE BRANCH CHECKED BY: RECOMMENDED: PLOTTED BY: REAL-ESTATE SECTION RJG Access Constraints: The United States Government furnishes these data and the recipient accepts and uses them with the express understanding that the US Government makes no warranties, expressed, or implied concerning the accuracy, completeness, readability, usability or suitability for any particular purpose of the information and the data furnished. The United States Government shall be under no liability whatsoever to any person by reason of any use made thereof. These data belong to the US Government. Therefore the recipient fully agrees not to represent these data to anyone as other than US Government provided data. The recipient may not transfer these data to others without also transferring this Disclaimer. U.S. ARMY CORPS OF ENGINEERS NOTES SUBMITTED: Coordinate System: NAD 1983 StatePlane Alaska 4 FIPS 5004 Feet Projection: Transverse Mercator Datum: North American 1983 False Easting: 1,640, False Northing: Central Meridian: Scale Factor: Latitude Of Origin: Units: Foot US KENAI BLUFFS BANK STABILIZATION SEC 116 FEASIBILITY STUDY

21 REVISION DATE DESCRIPTION BY APPVD REVISION DATE DESCRIPTION BY APPVD q KENAI US Army Corps of Engineers ALASKA DISTRICT DISCLAIMER U.S. ARMY CORPS OF ENGINEERS NOTES KENAI BLUFFS BANK STABILIZATION SEC 116 FEASIBILITY STUDY Access Constraints: The United States Government furnishes these data and the recipient accepts and uses them with the express understanding that the US Government makes no warranties, expressed, or implied concerning the accuracy, completeness, readability, usability or suitability for any particular purpose of the information and the data furnished. The United States Government shall be under no liability whatsoever to any person by reason of any use made thereof. These data belong to the US Government. Therefore the recipient fully agrees not to represent these data to anyone as other than US Government provided data. The recipient may not transfer these data to others without also transferring this Disclaimer. DRAWN BY: SUBMITTED: RJG REAL ESTATE BRANCH CHECKED BY: RECOMMENDED: Distribution Liability: This data represents the results of data collection/processing for a specific US Army Corps of Engineers activity and indicates the general existing conditions. As such, it is only valid for its intended use, content, time and accuracy specifications. The user is responsible for the results of any of the application of the data for other than its intended purpose. REAL-ESTATE SECTION PLOTTED BY: APPROVED: Coordinate System: NAD 1983 StatePlane Alaska 4 FIPS 5004 Feet Projection: Transverse Mercator Datum: North American 1983 False Easting: 1,640, False Northing: Central Meridian: Scale Factor: Latitude Of Origin: Units: Foot US PROPERTY OWNER/LOCATION CHIEF, REAL-ESTATE SECTION Document Path: O:\RE\Private\01 RE CONSOLIDATED FILES\Kenai\Kenai Bluff Stabilization\1KENAI PROPERTY DATA \FINAL DOCUMENTS\KENAI_BLUFF_REP_LAYOUT Alt5.mxd 6 TRACT REGISTER - CONTRUCTION BOUNDARY/TEMP EASEMENT Tax_Lot Acres Owner Estate Required Temporary Work Area Easement ATS Temporary Work Area Easement Temporary Work Area Easement Temporary Work Area Easement Temporary Work Area Easement Pacific Star Seafood, Inc 15 Temporary Work Area Easement Temporary Work Area Easement Kenai Bible Church 15 Temporary Work Area Easement Temporary Work Area Easement Lowell M. Puckett, Trustee 15 Temporary Work Area Easement Mew Trust 15 Temporary Work Area Easement Julie Latta 15 Temporary Work Area Easement Patricia Bushman-Sprague Jerry Sprague 2012Trust 15 Temporary Work Area Easement Temporary Work Area Easement Diana Lofstedt 15 Temporary Work Area Easement Julian Errea & Dan L. Hildebrand 15 Temporary Work Area Easement McCann Estate BIlly, Sterling Glenda A 15 Temporary Work Area Easement Russell S. Clark 15 Temporary Work Area Easement Michael & Linda Dunn 15 Temporary Work Area Easement Diana Lofstedt 15 Temporary Work Area Easement Patricia A. Bushman & Jerry R. Sprague 15 Temporary Work Area Easement Mrs Honaker's LLC 15 Temporary Work Area Easement Estate of Clarence E. LeDoux, Sr. 15 Temporary Work Area Easement Lancet Ann Boyer Trust, James Johnson Revo Trust 15 Temporary Work Area Easement Sands BB Testamentary Trust 15 Temporary Work Area Easement Dorothy M. Cooper 15 Temporary Work Area Easement Vann Revocable Trust 15 Temporary Work Area Easement Crystal Consiel & Paul P. Karaffa 15 Temporary Work Area Easement Natural Layback Line West Legend TRACT REGISTER - REQUIRED FOR CONSTRUCTION OF BERM Tax_Lot Area Owner Minimum Estate Required 0.21 Road 21 Bank Protection Easement ATS Bank Protection Easement Bank Protection Easement Bank Protection Easement Bank Protection Easement Kenai Bible Church 21 Bank Protection Easement Bank Protection Easement Lowell M. Puckett, Trustee 21 Bank Protection Easement Julie Latta 21 Bank Protection Easement Patricia Bushman-Sprague, Jerry Sprag 21 Bank Protection Easement Bank Protection Easement McCann Estate Billy, Sterling Glenda A. 21 Bank Protection Easement Russell S. Clark 21 Bank Protection Easement Michael & Linda Dunn 21 Bank Protection Easement Patricia A. Bushman & Jerry R. Spragu 21 Bank Protection Easement Estate of Clarence E. LeDoux, Sr. 21 Bank Protection Easement Crystal Consiel & Paul P. Karaffa 21 Bank Protection Easement Crystal Consiel & Paul P. Karaffa 21 Bank Protection Easement NATURAL LAYBACK LINE CONSTRUCTION BOUNDARY PROPERTY REQUIRED Estate Required 15 Temporary Work Area Easement PUBLIC ACCESS ROAD 21 Bank Protection Easement 21 Bank Protection Easement Natural Layback Line East p Feet T5N, R11W, SM The naturally according layback line, construction boundary and protective berm locations were provided by CEPOA-EC-G-HH EXHIBIT B-3: ALTERNATIVE 5, Protective Berm at the Bluff Toe Feasibility 3/22/2017 Updated Real Estate map to indentify the LER required for the project. The property data was provided by the Kenai Peninsula Borough.

22 KENAI q T5N, R11W, SM US Army Corps of Engineers ALASKA DISTRICT DISCLAIMER U.S. ARMY CORPS OF ENGINEERS NOTES KENAI BLUFFS BANK STABILIZATION SEC 116 FEASIBILITY STUDY Access Constraints: The United States Government furnishes these data and the recipient accepts and uses them with the express understanding that the US Government makes no warranties, expressed, or implied concerning the accuracy, completeness, readability, usability or suitability for any particular purpose of the information and the data furnished. The United States Government shall be under no liability whatsoever to any person by reason of any use made thereof. These data belong to the US Government. Therefore the recipient fully agrees not to represent these data to anyone as other than US Government provided data. The recipient may not transfer these data to others without also transferring this Disclaimer. DRAWN BY: SUBMITTED: RJG REAL ESTATE BRANCH CHECKED BY: RECOMMENDED: Distribution Liability: This data represents the results of data collection/processing for a specific US Army Corps of Engineers activity and indicates the general existing conditions. As such, it is only valid for its intended use, content, time and accuracy specifications. The user is responsible for the results of any of the application of the data for other than its intended purpose. REAL-ESTATE SECTION PLOTTED BY: APPROVED: Coordinate System: NAD 1983 StatePlane Alaska 4 FIPS 5004 Feet Projection: Transverse Mercator Datum: North American 1983 False Easting: 1,640, False Northing: Central Meridian: Scale Factor: Latitude Of Origin: Units: Foot US FROM: TO: PROPERTY OWNER/LOCATION CHIEF, REAL-ESTATE SECTION Document Path: O:\RE\Private\01 RE CONSOLIDATED FILES\Kenai\Kenai Bluff Stabilization\FINAL REP \KENAI_BLUFF_REP_LAYOUT _alt6.mxd Tax_Lot Owner Area Required (ac) SCHILLING DAVID & SCHILLING MICHA Robert L Peters & Patricia M Peters Kenai Bible Church Mary Ann Alfano Daniel Aaronson Kenai Bible Church Lowell M. Puckett, Trustee Mew Trust Jennifer F Yeoman KENAI JOES ALASKAN ROADHOUSE Aurora Investments Inc Julie Latta PENINSULA OILERS BASEBALL CLUB I MARIA T MERCADO LEE ROBERT E & LEE IMELDA C & ME Patricia Bushman-Sprague Jerry Sprague Diana Lofstedt Julian Errea & Dan L. Hildebrand McCann Estate BIlly, Sterling Glenda A Russell S. Clark Michael & Linda Dunn Kenai Bible Church Diana Lofstedt Patricia A. Bushman & Jerry R. Sprague Michael Abbott Anchorage Museum Foundation Inc Inlet View Apartments LLDC Mrs Honaker's LLC Mrs Honaker's LLC Alaska Laborers Building Corp Lary and Carol Marsh Mrs Honaker's LLC Estate of Clarence E. LeDoux, Sr Brenda Trefon Linda Cannizzo Victor Wisel Hannah Properties LLC Jeffrey C Pfile Vann Revocable Trust Lancet Ann Boyer Trust, James Johnson Sands BB Testamentary Trust Dorothy M. Cooper Vann Revocable Trust Crystal Consiel & Paul P. Karaffa Feet q Legend ALT16 3 FEET PER YEAR EROSION LINE ALT16 Improvements_Affected Alternative 6 Property to be Acquired Alternative 6 Property to be Acquired EXHIBIT B-4: Alternative 1: No Action Alternative 6: Non-structural The 3 feet per year erosion zone lines were provided by CEPOA-EC-G-HH