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20240711-Town of Barnstable-326068
Bismore Park Bulkhead Repairs Town of Barnstable Notice of Intent Application Town of Barnstable Barnstable, Massachusetts June 2024 Project ID: 24B024.00 Solving our clients’ toughest science and engineering challenges. wpaform3.doc • rev. 12/4/2023 Page 1 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): 180 Ocean Street, Hyannis a. Street Address Barnstable b. City/Town 02601 c. Zip Code Latitude and Longitude: 41.64900278 d. Latitude 70.27952778 e. Longitude 326 f. Assessors Map/Plat Number 068 g. Parcel /Lot Number 2. Applicant: Griffin a. First Name Beaudoin b. Last Name Town of Barnstable c. Organization 367 Main Street d. Street Address Hyannis e. City/Town MA f. State 02601 g. Zip Code 508-790-6400 h. Phone Number i. Fax Number griffin.beaudoin@town.barnstable.ma.us j. Email Address 3. Property owner (required if different from applicant): Check if more than one owner a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): Jeramy a. First Name Packard b. Last Name Foth Infrastructure & Environment, LLC c. Company 114 Touro Street d. Street Address Newport e. City/Town RI f. State 02840 g. Zip Code 508-488-0928 h. Phone Number i. Fax Number jeramy.packard@foth.com j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): Municipal - Exempt a. Total Fee Paid Municipal - Exempt b. State Fee Paid Municipal - Exempt c. City/Town Fee Paid wpaform3.doc • rev. 12/4/2023 Page 2 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town A. General Information (continued) 6. General Project Description: The Town is proposing to perform maintenance repairs to the existing licensed 680 foot steel bulkhead located along the shoreline of Bismore Park on Hyannis Inner Harbor in Barnstable, Massachusetts. Bulkhead repairs include steel plating, epoxy recoating, and anode replacement. There are no anticipated permanent resource area impacts associated with the proposed project. 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. Single Family Home 2. Residential Subdivision 3. Commercial/Industrial 4. Dock/Pier 5. Utilities 6. Coastal engineering Structure 7. Agriculture (e.g., cranberries, forestry) 8. Transportation 9. Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. Yes No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 10.24 (7)c2, Maintenance of Headwall existing before November 1, 1987 2. Limited Project Type If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Barnstable a. County b. Certificate # (if registered land) 9846-327 c. Book d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. Buffer Zone Only – Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. wpaform3.doc • rev. 12/4/2023 Page 3 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Bank 1. linear feet 2. linear feet b. Bordering Vegetated Wetland 1. square feet 2. square feet c. Land Under Waterbodies and Waterways 1. square feet 2. square feet 3. cubic yards dredged Resource Area Size of Proposed Alteration Proposed Replacement (if any) d. Bordering Land Subject to Flooding 1. square feet 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e. Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f. Riverfront Area 1. Name of Waterway (if available) - specify coastal or inland 2. Width of Riverfront Area (check one): 25 ft. - Designated Densely Developed Areas only 100 ft. - New agricultural projects only 200 ft. - All other projects 3. Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a. total square feet b. square feet within 100 ft. c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No 3. Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc • rev. 12/4/2023 Page 4 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Designated Port Areas Indicate size under Land Under the Ocean, below b. Land Under the Ocean 0 sf (±3,400 sf temporary) 1. square feet 2. cubic yards dredged c. Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. Coastal Beaches 1. square feet 2. cubic yards beach nourishment e. Coastal Dunes 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 1. linear feet g. Rocky Intertidal Shores 1. square feet h. Salt Marshes 1. square feet 2. sq ft restoration, rehab., creation i. Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. Land Containing Shellfish 1. square feet k. Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l. Land Subject to Coastal Storm Flowage 0 sf (±8,160 temporary) 1. square feet 4. Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5. Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 12/4/2023 Page 5 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town C. Other Applicable Standards and Requirements This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions (310 CMR 10.11). Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI_EST_HAB/viewer.htm. a. Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 Phone: (508) 389-6360 August 1, 2021 b. Date of map If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent (NOI); OR complete Section C.2.f, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review 1. Percentage/acreage of property to be altered: (a) within wetland Resource Area percentage/acreage (b) outside Resource Area percentage/acreage 2. Assessor’s Map or right-of-way plan of site 2. Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work (a) Project description (including description of impacts outside of wetland resource area & buffer zone) (b) Photographs representative of the site Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see https://www.mass.gov/ma- endangered-species-act-mesa-regulatory-review). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc • rev. 12/4/2023 Page 6 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town C. Other Applicable Standards and Requirements (cont’d) (c) MESA filing fee (fee information available at https://www.mass.gov/how-to/how-to-file-for- a-mesa-project-review). Make check payable to “Commonwealth of Massachusetts - NHESP” and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d) Vegetation cover type map of site (e) Project plans showing Priority & Estimated Habitat boundaries (f) OR Check One of the Following 1. Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, https://www.mass.gov/service-details/exemptions-from-review-for-projectsactivities-in- priority-habitat; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. Separate MESA review completed. Include copy of NHESP “no Take” determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. Not applicable – project is in inland resource area only b. Yes No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore - Bourne to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 South Rodney French Blvd. New Bedford, MA 02744 Email: dmf.envreview-south@mass.gov North Shore - Plymouth to New Hampshire border: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: dmf.envreview-north@mass.gov Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP’s Boston Office. For coastal towns in the Southeast Region, please contact MassDEP’s Southeast Regional Office. c. Is this an aquaculture project? d. Yes No If yes, include a copy of the Division of Marine Fisheries Certification Letter (M.G.L. c. 130, § 57). wpaform3.doc • rev. 12/4/2023 Page 7 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town C. Other Applicable Standards and Requirements (cont’d) Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a. Yes No 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. Yes No 7. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1. Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. A portion of the site constitutes redevelopment 3. Proprietary BMPs are included in the Stormwater Management System. b. No. Check why the project is exempt: 1. Single-family house 2. Emergency road repair 3. Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project) with no discharge to Critical Areas. D. Additional Information This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR 10.12). Applicants must include the following with this Notice of Intent (NOI). See instructions for details. Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you submit to the Department. 1. USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaform3.doc • rev. 12/4/2023 Page 8 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town D. Additional Information (cont’d) 3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. List the titles and dates for all plans and other materials submitted with this NOI. Town of Barnstable, Bismore Park Marina, Hyannis, MA – Bulkhead Rehabilitation a. Plan Title Jeramy Packard, P.E. b. Prepared By Jeramy Packard, P.E. c. Signed and Stamped by June 28, 2024 d. Final Revision Date See Plans e. Scale f. Additional Plan or Document Title g. Date 5. If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. Attach NOI Wetland Fee Transmittal Form 9. Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: Municipal - Exempt 2. Municipal Check Number 3. Check date Municipal - Exempt 4. State Check Number 5. Check date 6. Payor name on check: First Name 7. Payor name on check: Last Name noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Applicant Information 1. Location of Project: 180 Ocean Street a. Street Address Barnstable b. City/Town Municipal - Exempt c. Check number N/A d. Fee amount 2. Applicant Mailing Address: Griffin a. First Name Beaudoin b. Last Name Town of Barnstable c. Organization 376 Main Street d. Mailing Address Hyannis e. City/Town MA f. State 02601 g. Zip Code 508-790-6400 h. Phone Number i. Fax Number griffin.beaudoin@town.barnstable.ma.us j. Email Address 3. Property Owner (if different): a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email Address To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number of Activities Step 3/Individual Activity Fee Step 4/Subtotal Activity Fee Municipal - Exempt Municipal - Exempt Step 5/Total Project Fee: Step 6/Fee Payments: Total Project Fee: Municipal - Exempt a. Total Fee from Step 5 State share of filing Fee: Municipal - Exempt b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: Municipal - Exempt c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) ii Barnstable MA – Bismore Park Bulkhead Repairs Notice of Intent Application Table of Contents Page 1. Project Overview ....................................................................................................................... 1 2. Existing Conditions .................................................................................................................. 2 3. Proposed Conditions ............................................................................................................... 2 3.1 Steel Plating ................................................................................................................. 3 3.2 Epoxy Recoating .......................................................................................................... 3 3.3 Splash Zone Epoxy Recoating .................................................................................... 4 3.4 Replacement Anodes .................................................................................................. 4 4. Alternatives Analysis ................................................................................................................ 4 5. Construction Sequencing ........................................................................................................ 4 6. Environmental Considerations ................................................................................................ 5 6.1 Coastal Resource Area Impacts ................................................................................. 5 6.2 Protection of Resource Areas ..................................................................................... 7 7. Site Photographs ...................................................................................................................... 8 8. Summary ................................................................................................................................... 9 Appendices Appendix A Project Plans titled “Town of Barnstable, Bismore Park Marina, Hyannis, MA – Bulkhead Rehabilitation”, Dated June 28, 2024, 2 sheets Appendix B Town of Barnstable Conservation Commission NOI Submission Requirements Checklist Appendix C FEMA FIRMette Appendix D 100’ Abutters List Appendix E Assessor’s Map with 100’ Radius Appendix F Copy of Abutter Notification Letter Appendix G Permission to Access Property, Form PA Appendix H USGS Quadrangle Map Appendix I NHESP, ACEC, and Shellfish Suitability Areas Map Appendix J Previous Authorizations Appendix K Proof of Mailing to DMF and MA DEP Foth · 1 1. Project Overview On behalf of the Town of Barnstable, Massachusetts (Town), Foth Infrastructure and Environment, LLC (Foth) presents the following information in support of a Notice of Intent application for the Barnstable Conservation Division and Massachusetts Department of Environmental Protection (DEP). The Town is proposing to perform maintenance repairs to the existing licensed 680-foot steel bulkhead located along the shoreline of Bismore Park on Hyannis Inner Harbor in Barnstable, Massachusetts. See below for driving directions to the project site: Traveling East on US-6 Take exit 68 From US-6 E towards MA-132 S/Iyannough Road. In 0.2 miles, stay right to merge onto MA- 132 S/Iyannough Road towards Hyannis. Continue straight for 2.8 miles to Airport Rotary and take the second exit onto Barnstable Road. Once on Barnstable Road, in one mile continue onto Ocean Street and in 0.3 miles Bismore Park will be on the left. Traveling West on US-6 Take exit 72 for Willow Street towards West Yarmouth. In 1.2 miles, continue onto Yarmouth Road. In 1.4 miles turn right onto Main Street then in 0.3 miles turn left onto Ocean Street. Once on Ocean Street, continue 0.3 miles and Bismore Park will be on the left. Figure 1: Project Location Map Lewis Bay Hyannis, MA Project Location Foth · 2 Figure 2: Project Site Map In 2018, Foth prepared an inspection report for the Town with a recommendation to begin the permitting process for repair and/or replacement of the Bulkhead in 2022. The Bulkhead was re-inspected by Collins Engineers, Inc. (Collins) in 2023. Findings from the inspection indicate a remaining useful life of 20 years for the Bulkhead with rehabilitation and repair. The recommended repairs resulting from the reports include sheet pile plating corrosion repairs, epoxy recoating to the air-exposed section of the Bulkhead, and the installation of anodes to extend the service life of the existing sheet pile Bulkhead. These repairs are being proposed by the town to maintain the existing bulkhead located along the shoreline of Bismore Park. 2. Existing Conditions Located at 180 Ocean Street in the village of Hyannis in the town of Barnstable, MA (Map 326 Parcel 68), Bismore Park is situated along the Hyannis Inner Harbor shoreline which outlets to Lewis Bay. The project site serves as a public and commercial boating facility with six (6) timber piers with finger floats that extend from the Bulkhead. The park is used for parking and loading by boaters, Hy-Line passengers for the Hyannis to the Island ferries, commercial use by fishermen to on and offload their catch, and by the Town to hold events. The park also provides a pop-up space for artists to showcase a variety of art during the Summer months. The project site is located in the vicinity of several coastal resources including Land Under the Ocean and Land Subject to Coastal Storm Flowage. The bulkhead has been previously authorized as shown on Department of Environmental Quality Engineering (DEQE) Plan No. 1858, Appendix J. The Bismore Park Bulkhead (the Bulkhead) is comprised of a ±680 ft long coated steel sheet pile Bulkhead with a concrete cap. The Bulkhead is anchored with an external 12 in x 12 in timber wale and 1 in diameter tie rods spaced approximately 6 ft apart. Timber fender piles with varied spacing are in place to protect the Bulkhead from vessels along the entire length with an upper and lower timber fender wale. Anodes 34 in long x 6 in wide x 6 in high are spaced approximately 5 ft on center and are located just below Mean Low Water (MLW). Please see the project plans in Appendix A for additional information. 3. Proposed Conditions The proposed project addresses the repairs to the existing coated steel Bulkhead recommended in Foth’s inspection report as described above. The repairs include sheet pile plating, epoxy recoating to the exposed section of the Bulkhead, and the installation of anodes to repair notable sections of corrosion and extend the service life of the existing sheet pile Bulkhead as depicted on the project plans in Appendix A. Due to the nature of the repairs servicing the existing licensed Bulkhead, the proposed conditions will not alter the existing footprint of the Bulkhead at the project site. Construction sequencing and methodologies for the repairs are outlined below in sections 5 and 6.2 respectively. Foth · 3 The proposed repairs will be against the existing bulkhead and will not impact the site resource areas; there are no permanent resource impact areas for the project. The proposed work is outlined in the table below: Table 1: Bulkhead Repair Items Task Number of Repairs (EA) Length (FT) Depth (FT) Area Against Face of Bulkhead (SF) Steel Plating* TBD Varies Varies ±500 Epoxy Recoating ±680 ±1.75 ±1,200 Splash Zone Epoxy Recoating ±680 ±2.5 ±1,700 Replacement Anodes ±75 ±3 ±0.5 ±112.5 *Steel Plating area is estimated, total plating areas will be determined based on the allowable remaining project budget to acquire plating. The contractor will work from the southern end of the site repairing corroded areas along the wall as they are identified. 3.1 Steel Plating As part of the Bulkhead inspection performed by Collins, ultrasonic thickness (UT) readings were collected along the length of the Bulkhead at varying elevations to determine the thickness loss due to corrosion to calculate the Bulkhead's current maximum load capacity. The results of the UT testing showed that several areas along the Bulkhead need to be reinforced with steel plating to provide additional steel thickness to return the design load capacity to the Bulkhead. Areas of the Bulkhead showing UT greater than 0.125 inches (in) of section loss require a steel plating treatment. The table below provided by Collins shows a summary of the results of the UT testing: *Bismore Park Structural Analysis Letter – Collins Engineering, Inc. (2023) The Bismore Park Structural Analysis Letter provided by Collins samples section loss at every 50’ of the Bulkhead. The Collins UT readings provided insight that steel plating will be required along the length of the Bulkhead but additional UT readings are required on every sheet to identify plating areas. During construction, UT readings will be recorded below the waterline, in the splash zone, and above the water line and areas with greater than 0.125” of section loss identified for repair. The replating treatment will consist of removing any remaining coating using a wire brush with a vacuum to expose the bare steel and ensure no debris enters the waterway, followed by the welding of a 0.25 in thick steel plate with a 6 in overlap to the corroded areas of the existing Bulkhead. Total steel plating repairs are to be determined based on the available remaining project budget, the contractor will work from the southern end of the site repairing corroded areas along the wall as they are identified until the project budget is depleted. 3.2 Epoxy Recoating The Bulkhead inspection performed by Collins showed that the entire length of the bulkhead has a significant loss of coating above the waterline. Epoxy recoating will consist of removing any unsound coasting using a wire brush with a vacuum to expose the bare steel and ensure no debris enters the waterway followed by an application of a marine-safe splash zone epoxy coating. The epoxy recoating Foth · 4 treatment will be applied between the top of the Bulkhead (±5.5’ NAVD88) and 2 feet above MLW (±0’ NAVD88) by divers along the entire length of the bulkhead. 3.3 Splash Zone Epoxy Recoating The Bulkhead inspection performed by Collins showed that the entire length of the bulkhead has a significant loss of coating within the splash zone. Splash zone recoating will consist of removing any unsound coating using a wire brush with a vacuum to expose the bare steel and ensure no debris enters the waterway followed by an application of a marine-safe splash zone epoxy coating. The splash zone recoating treatment will be applied between 2 feet above MLW (±0’ NAVD88) and 6 inches below MLW (±- 2.5’ NAVD88) by divers along the entire length of the bulkhead. 3.4 Replacement Anodes To support the reduction in the corrosion rate of the Bulkhead, a series of replacement aluminum anodes will be installed on the bulkhead at approximately mid-depth between MLW and mudline on every third outer belly of the Bulkhead. Each anode will be welded by divers to the respective outer belly of the steel sheet bulkhead. The anodes have an anticipated service life of approximately 20 years, replacing the existing anodes current attached to the Bulkhead. 4. Alternatives Analysis Several alternatives were considered throughout the design process in order to develop a repair option that both complies with regulatory requirements and best meets the needs of the park. Please see below for a summary of the considered alternatives including: · No-Build · Bulkhead Repairs · Bulkhead Oversheeting No-Build The No Build alternative would result in no changes from the existing conditions of the facility. This alternative does not meet project goals because it does not bring the facility into regulatory compliance, nor does it optimize the use and safety of the facility. Bulkhead Repairs (Preferred) Following the inspection reports provided by both Collins and Foth, the bulkhead was deemed to have approximately 20 years of viable service life with repairs and rehabilitation. The inspections resulted in the selection of this repair alternative because any further work would be unnecessary from a budget and environmental impacts standpoint. The repairs include the installation of steel plates to repair areas of severe section loss, the recoating of exposed steel sheeting above the MLW line, and the installation of anodes to extend the service life and slow the corrosion rate of the existing Bismore Park bulkhead. Bulkhead Oversheeting A bulkhead oversheeting alternative was discussed but not selected for the existing Bismore Park Bulkhead. This alternative was not selected as the existing bulkhead is in fair condition and does not yet require such extreme repairs. Along with oversheeting being unnecessary, the impacts to the coastal resource areas (permanent and temporary) can be mitigated by performing smaller improvements and repairs rather than oversheeting. A bulkhead oversheeting may be considered under a future filing. 5. Construction Sequencing The proposed work outlined in Section 3 above is anticipated to be constructed following the construction sequencing listed below: Foth · 5 1. The contractor will mobilize to the site and identify/protect topside work areas landward of the bulkhead to be protected for the day’s activities. 2. Using the boat launch north of the project site, the contractor will launch work boats with divers to prepare the steel Bulkhead surface for the corrosion repairs outlined above. 3. The divers will use wire brushes with vacuums to remove any existing unsound epoxy to expose the bare steel before installing any proposed repair treatments. 4. The divers will identify areas along the bulkhead with a section loss greater than 0.125 in to prepare and install 0.25 inch thick steel plating with minimum 6” overlap on all sides. 5. Once the surface has been prepared and the steel plating has been installed, the divers will install the epoxy recoating between the top of the sheets and 6 in below MLW along the Bulkhead's entire length. 6. Following the completion of the bulkhead maintenance work, the contractor will demobilize from the site. 6. Environmental Considerations Project components are located within resource areas pursuant to 310 CMR which include Land Under the Ocean, Land Subject to Coastal Storm Flowage, and the Buffer Zone as delineated based on topographic and hydrographic surveys of the project area and confirmed in the field. The proposed project is not located in the vicinity of Natural Heritage Endangered Species Program (NHESP) Priority Habitats of Rare Species, NHESP Estimated Habitats of Rare Wildlife, or Areas of Critical Environmental Concern (ACEC), as shown on Appendix I. Table 2 below outlines the total permanent and temporary impacts anticipated with the repair construction. The contractor will work in 50-foot sections along the bulkhead allowing for pedestrian and commercial access to the boardwalk, timber piers, offload areas, and boat slips. The temporary impacts listed below represent the total working area associated with the repairs but impacts at any given time will be significantly less (LUO = ±250 sf, LSCSF & 100’ Buffer = ±600 sf). Following the work performed in each section, the previous working area will be returned to existing conditions once that portion of the repair work has been completed. Table 2: Bulkhead Repair Impact Areas Resource Areas Permanent Impacts (SF) Temporary Impacts (SF) Total Impacts Land Under Ocean 0 ±3,400 ±3,400 (temporary) Land Subject to Coastal Storm Flowage 0 ±8,160 ±8,160 (temporary) 50’ Buffer Zone 0 ±8,160 ±8,160 (temporary) The work is anticipated to be completed in the winter months outside of the tourist and growing seasons, and work is anticipated to last approximately 60 working days. 6.1 Coastal Resource Area Impacts The proposed project is a water-dependent project. It has been designed and will be implemented using the best available measures to avoid/minimize adverse impacts to coastal resource areas. Pursuant to Chapter 237 of the Code of the Town of Barnstable (the “Code”) and the Massachusetts Wetlands Foth · 6 Protection Act (MA WPA) 310 CMR 10.00, coastal resource areas are to be regulated in order to contribute to the following public interests: · Flood control; · Storm damage prevention; and/or · Protection of marine fisheries and wildlife habitat. Presented below are the coastal resource areas and impacts that will result from the implementation of the proposed project, along with how the project adheres to the MA WPA performance standards for each impacted resource area. Land Under Ocean (310 CMR 10.25) The WPA defines Land under Ocean (LUO) as land extending from the mean low water (MLW) line seaward of the boundary of the municipality’s jurisdiction and includes land under estuaries. Temporary work will be performed in waters extending into the LUO resource area. The proposed project will meet the performance standards for LUO as follows: Water circulation: The installation of the repairs will not alter the water circulation within the LUO resource area. Distribution of Sediment Grain Size: The installation of the repairs will not alter the sediment quality within the LUO resource area. Water Quality: Turbidity is not expected to be produced during the installation of the repairs. Finfish Habitat: The installation of the repairs will have minimal temporary impacts to finfish habitat within the LUO resource area. Land Subject to Coastal Storm Flowage (310 CMR 10.02) The WPA defines Land Subject to Coastal Storm Flowage (LSCSF) as land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record, whichever is greater. The area mapped by the Federal Emergency Management Agency (FEMA) on community Flood Insurance Rate Maps (FIRM) as the 100-year floodplain within the coastal zone are included within LSCSF. The project site is located within FEMA Flood Zone AE El. +13’ North American Vertical Datum of 1988 (NAVD88), and Zone AE El. 11’ NAVD88. There are currently no regulations of performance standards for LSCSF. The proposed work is not anticipated to alter the flood storage of eroded land and/or storm damage prevention capacity of the site, or existing drainage patterns. Buffer Zone (Ch. 237) The proposed project does not include any permanent impacts within the resource area buffer zones. All work located within the inner (50-ft) or outer (100-ft) buffer zones of coastal resource areas will be temporary in nature and will only include staging areas for the proposed Bulkhead repairs. The proposed project adheres to the values and interests of Chapter 237 of the Code of the Town of Barnstable as follows: Erosion and sediment control: Earthwork is not proposed as part of the project scope, therefore the project will not alter the existing runoff patterns at the project site and will not produce sediment to control. Foth · 7 Wildlife: There are no anticipated permanent impacts to the existing wetland wildlife. As previously mentioned, the installation of the repairs will have minimal temporary impacts to LCS. Recreation: The proposed project will not adversely affect recreational activities. Aesthetic: There are no anticipated aesthetic changes anticipated with the proposed project. Agriculture: There is no agriculture within 100 feet of the proposed activity. Aquaculture: The proposed project will not impact the growing, raising, breeding, storing, or producing of specified aquatic or marine organisms. Historic interests: The proposed project will not negatively impact historic interests. 6.2 Protection of Resource Areas Summarized below is the general construction measures that will be implemented for the protection of resources. · It is anticipated that the proposed work will be performed primarily from a work boat to provide water access for a dive team to launch from. With access to the landward side of the Bulkhead readily available, stockpiling and construction material handling will be performed from the land. · The water-based equipment will not be permitted to ground at any time to avoid impacts to the coastal resource areas. · Absolutely no release will be allowed into the waterway of any petroleum products or the like. Accidental releases shall be reported to the Harbormaster, Engineer, and if applicable, the U.S. Coast Guard. The Contractor shall have on-site sufficient sorbent pads and booms to contain an accidental spill. · The proposed project is not expected to have significant cumulative impacts to the biological resources in the vicinity of the project as it proposes maintenance/improvements to the existing bulkhead. · All bulkhead surface preparation to be performed using a wire brush with vacuum system to ensure no debris enters the waterway. Foth · 8 7. Site Photographs The photographs below were collected during the visual inspection performed by Foth on May 3, 2022. Photograph 1: View of the Project Site and Bulkhead Facing South Photograph 2: Project Site and Concrete Cap of Bulkhead Facing North Foth · 9 Photograph 3: Concrete Cap of Bulkhead, Fender Piles, and Timber Waler Facing Northeast Photograph 4: Typical Pitted/Section Loss Area of Steel Bulkhead 8. Summary The Town is submitting this Notice of Intent to obtain an Order of Conditions in accordance with the Wetlands Protection Act and Chapter 237 of the Code of the Town of Barnstable. The Town is proposing the repair of the existing 680 linear-foot steel bulkhead located on Hyannis Harbor in Barnstable, Massachusetts. The proposed repairs include the installation of steel plates to repair areas of severe section loss, the recoating of steel sheeting to 6” below the MLW line, and the installation of anodes to extend the service life and slow the corrosion rate of the existing Bismore Park bulkhead. All proposed work associated with the bulkhead repairs are not anticipated to have any permanent impacts on the sites resource areas or buffer zones. Foth Appendix A Project Plans titled “Town of Barnstable, Bismore Park Marina, Hyannis, MA – Bulkhead Rehabilitation”, Dated June 28, 2024, 2 sheets O H W OHW G G D D WWWWWFM FM FMFMFMFM FMTOWN CHANNEL1+002+003+000 + 0 0 ASSESSORS PARCEL ID No.326070 220 OCEAN STREET N/F HYANNIS HARBOR TOURS, INC. LAND COURT CERTIFICATE No.57076 ASSESSORS PARCEL ID No.326068 180 OCEAN STREET N/F TOWN OF BARNSTABLE DEED BOOK 464 PAGE 57 PROP. CONST. BASELINE STA (TYP.) PROP. BULKHEAD FACE REHABILITATION (SEE SHEET 2 FOR PROFILE): 1.STEEL PLATING OVER AREAS WITH GREATER THAN 0.125" OF SECTION LOSS. 2.REAPPLICATION OF CORROSION-RESISTANT EPOXY COATING FROM TOP OF BULKHEAD TO 6" BELOW MLW. 3.INSTALLATION OF SACRIFICIAL ANODES BETWEEN MLW AND MUDLINE. PROP. 12' WIDE STAGING AND DIVE SUPPORT LIMITS. CONTRACTOR TO MINIMIZE DISRUPTION TO PEDESTRIAN TRAFFIC AND ONLY PROTECT AREAS NECESSARY TO PERFORM THE DAILY WORK TASKS. OHW OHW D D D WWWWWWWWWCERTIFICATE No.35756 ASSESSORS P A R C E L I D N o . 3 2 6 0 6 7 138 OCEAN S T R E E T N/F HYANNIS H A R B O R T O U R S , I N C . LAND COUR T C E R T I F I C A T E N o . 8 8 4 4 9 ASSESSORS PARCEL ID No.326068 180 OCEAN STREET N/F TOWN OF BARNSTABLE DEED BOOK 464 PAGE 57FMFMFMFMFM FMFMFMFM9.7' + 1' (MLLW)TOWN CHANNEL4+005+006+007+00PROP. CONST. BASELINE STA (TYP.) PROP. BULKHEAD FACE REHABILITATION (SEE SHEET 2 FOR PROFILE): 1.STEEL PLATING OVER AREAS WITH GREATER THAN 0.125" OF SECTION LOSS. 2.REAPPLICATION OF CORROSION-RESISTANT EPOXY COATING FROM TOP OF BULKHEAD TO 6" BELOW MLW. 3.INSTALLATION OF SACRIFICIAL ANODES BETWEEN MLW AND MUDLINE. PROP. 12' WIDE STAGING AND DIVE SUPPORT LIMITS. CONTRACTOR TO REROUTE PEDESTRIAN TRAFFIC AROUND ACTIVE WORK AREAS ONLY ASSESSORS P A R C E L I D N o . 3 2 6 0 6 7 138 OCEAN S T R E E T N/F HYANNIS H A R B O R T O U R S , I N C . LAND COUR T C E R T I F I C A T E N o . 8 8 4 4 9 DWG Filename: bismore bulkhead rehab_preliminary design.dwg Layout: site planDWG Folder Location:Friday, June 28, 2024 12:23:28 PMPROJECT NO: CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER SHEET TITLE: ISSUANCE: FOR PERMITTING PURPOSES ONLYBULKHEAD REHABILITATIONPRELIMINARY DESIGNBISMORE PARK MARINA, HYANNIS, MATOWN OF BARNSTABLE1234522B008.00 MDW 5/09/2022 JAH/ MEC 4/14/2022 1 BULKHEAD REHABILITATION SITE PLAN 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 20 402010 OFFSETS TAKEN FROM VDATUM 4.4 ONLINE ON 03/25/2022 FOR 41.6496N, -70.2789W 0 -2.25 2.25 -1.990.26 DATUM OFFSETS MLLW MLW NAVD 880.00 2.544.79 AHTL 1.593.84 MHHW 1.253.50 MHW MLLW NAVD88 NOTES: 1.THE PRELIMINARY DATA SHOWN IS FROM FOTH SURVEYS ON 4/14/2022 (MULTIBEAM) AND 5/3/2022 (TOPO AND LEAD LINES). 2.GROUND SURVEY PERFORMED BY MERRILL ENGINEERS AND LAND SURVEYORS DURING JUNE OF 2022. 3.SOUNDINGS SHOWN ARE FROM THE 10X10 AVG DATA SET FOR MAPPING AND REFER TO DEPTHS BELOW THE MLLW DATUM. 4.CONTOURS SHOWN ARE FROM THE 1X1 AVG DATA SET. 5.PROJECT SITE IS LOCATED WITHIN FEMA FLOOD ZONE AE (EL. 11), ZONE AE (EL. 12), AND ZONE AE (EL. 13) OF THE FLOOD INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. 25001C0569J, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014. 6.THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF HYDROGRAPHIC AND TOPOGRAPHIC SURVEYS PERFORMED ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED CONDITIONS AT THAT TIME. INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS, OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELATING TO THE PROJECT SITE, NOR DOES FOTH WARRANT THE EXISTENCE OR LOCATION OF SAID PHYSICAL FEATURES. 7.CONTRACTOR IS REQUIRED TO PERFORM ALL SURFACE PREPARATION USING A WIRE BRUSH WITH VACUUM SYSTEM OR SIMILAR. 8.ALL WORK ACTIVITIES TO BE COORDINATED WITH TOWN OF BARNSTABLE HARBORMASTER. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF FOTH. ©COPYRIGHT 2024, FOTH INFRASTRUCTURE AND ENVIRONMENT, LLC. MLLW NAVD88 JMP 6/2024 N MATCHLINE - SEE RIGHT MATCHLINE - SEE LEFT HYANNIS INNER HARBOR BISMORE PARK HY-LINE FERRY TERMINAL EBB FLOOD HYANNIS INNER HARBOR EBB FLOOD BISMORE PARK -10 0 10 20 30 0+00 1+00 2+00 3+00 EX. GRADE (VARIES) EX. PILE SUPPORTED PIER (EL. 6.35') EX. CONC. CAP OPENING (EL. 5.98')EX. CONC. BULKHEAD CAP (EL. 7.0') EX. TIMBER BULKHEAD CAP EL. (±8.0') EX. PILE SUPPORTED PIER (EL. 6.25') EX. CONC. CAP OPENING (EL. 6.05') HARBORMASTER AND TOURIST INFO. BLDG. EX. DECK (EL. 11.3') PROP. ALUM. ANODE INSTALLED ON EX. SHEET PILE AT MID-DEPTH BETWEEN MUDLINE AND MLW (TYP.) EX. PZ27 SHEET PILE DOUBLE (TYP.) PROP. EPOXY RECOATING (TOP OF BULKHEAD TO 2' ABOVE MLW) PROP. SPLASH ZONE EPOXY RECOATING (2' ABOVE TO 6" BELOW MLW) 4+00 5+00 6+00 EX. CONC. BULKHEAD CAP (EL. 7.0') EX. GRADE (VARIES) EX. PILE SUPPORTED PIER (EL. 6.14') EX. CONC. CAP OPENING (EL. 5.98') EX. PILE SUPPORTED PIER (EL. 6.15') EX. CONC. CAP OPENING (EL. 5.99') EX. PILE SUPPORTED PIER (EL. 6.36') EX. CONC. CAP OPENING (EL. 5.91') EX. PILE SUPPORTED PIER (EL. 6.40') EX. CONC. CAP OPENING (EL. 5.96') EX. ARTIST SHANTY BUILDING (TYP.) EX. PZ27 SHEET PILE DOUBLE (TYP.) PROP. ALUM. ANODE INSTALLED ON EX. SHEET PILE AT MID-DEPTH BETWEEN MUDLINE AND MLW (TYP.) PROP. EPOXY RECOATING (TOP OF BULKHEAD TO 2' ABOVE MLW) PROP. SPLASH ZONE EPOXY RECOATING (2' ABOVE TO 6" BELOW MLW) -10 0 10 20 30 6+00 7+00 EX. CONC. BULKHEAD CAP (EL. 7.0') EX. GRADE (VARIES) EX. TIMBER BULKHEAD CAP (EL. ±6.9') EX. PILE SUPPORTED PIER (EL. 5.3') EX. CONC. CAP OPENING (EL. 5.94') EX. PZ27 SHEET PILE DOUBLE (TYP.)PROP. ALUM. ANODE INSTALLED ON EX. SHEET PILE AT MID-DEPTH BETWEEN MUDLINE AND MLW (TYP.) PROP. EPOXY RECOATING (TOP OF BULKHEAD TO 2' ABOVE MLW) PROP. SPLASH ZONE EPOXY RECOATING (2' ABOVE TO 6" BELOW MLW)DWG Filename: bismore bulkhead rehab_preliminary design.dwg Layout: profileDWG Folder Location:Friday, June 28, 2024 12:23:34 PMPROJECT NO: CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER SHEET TITLE: ISSUANCE: FOR PERMITTING PURPOSES ONLYBULKHEAD REHABILITATIONPRELIMINARY DESIGNBISMORE PARK MARINA, HYANNIS, MATOWN OF BARNSTABLE1234522B008.00 MDW 5/09/2022 JAH/ MEC 4/14/2022 2 BULKHEAD REHABILITATION PROFILE 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 10 20105 JMP 6/2024 MATCHLINEMATCHLINEMATCHLINEMATCHLINE Foth Appendix B Town of Barnstable Conservation Commission NOI Submission Requirements Checklist Foth Appendix C FEMA FIRMette National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/21/2024 at 12:43 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 70°17'5"W 41°39'11"N 70°16'28"W 41°38'44"N Basemap Imagery Source: USGS National Map 2023 Foth Appendix D 100’ Abutters List Conservation Notice of Intent (NOI) Abutter List for Subject Parcel Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 32603500A HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500B HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500C HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500D HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500E HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500F HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500G HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500H HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500I HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500J HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500K HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500L HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 1 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 32603500M HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500N HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500O HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500P HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500Q HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500R HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500S HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500T HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500U HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500V HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500W HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500X HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500Y HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 32603500Z HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 2 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 32603500Z HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AA HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AB HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AC HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AD HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AE HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AF HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AG HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AH HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AI HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AJ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AK HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AL HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AM HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 3 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip LLC 3260350AN HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AO HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AP HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AQ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AR HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AS HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AT HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AU HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AV HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AW HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AX HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AY HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350AZ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 4 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3260350BA HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BB HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BC HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BD HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BE HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BF HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BG HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BH HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BI HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BJ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BK HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BL HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BM HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 5 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3260350BN HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BO HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BP HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BQ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BR HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BS HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BT HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BU HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BV HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BW HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BX HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BY HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350BZ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CA HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 6 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip LLC 3260350CB HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CC HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CD HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CE HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CF HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CG HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CH HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CI HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CJ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CK HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CL HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CM HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02840RI 3260350CN HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 7 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3260350CO HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CP HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CQ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CR HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CS HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CT HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CU HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CV HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CW HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CX HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CY HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350CZ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DA HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 8 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3260350DB HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DC HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DD HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DE HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DF HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DG HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DH HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DI HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DJ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DK HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DL HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DM HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DN HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DO HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 9 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip LLC 3260350DP HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DQ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DR HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DS HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DT HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DU HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DV HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DW HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DX HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DY HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350DZ HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350EA HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350EB HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 6/21/2024 9:20 AMReport Generated On:Page 10 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3260350EC HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350ED HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350EE HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350EF HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350EG HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 3260350EH HARBORVIEW HOTEL INVESTORS LLC 28 JACOME WAY MIDDLETOWN 02842RI 326037 SHORE, CARYLYN A TR OCEAN BAY ONE TRUST 1418 COMMONWEALTH AVE WEST NEWTON 02465MA 326038 ATSALIS, CONSTANTINE R TR 66 BARNSTABLE ROAD REALTY TRUST 46 CUMNER ST HYANNIS 02601MA 326039 COLOMBO, DAVID L TR OLIVE OIL TRUST 488 SOUTH STREET HYANNIS 02601MA 326042 149 OCEAN STREET LLC C/O NEWPORT HOTEL GROUP 28 JACOME WAY MIDDLETOWN 02842-5679RI 326043 131 OCEAN STREET LLC C/O NEWPORT HOTEL GROUP 28 JACOME WAY MIDDLETOWN 02842-5679RI 326066 HYANNIS HARBOR TOURS INC 22 CHANNEL POINT RD HYANNIS 02601MA 326067 HYANNIS HARBOR TOURS INC 22 CHANNEL POINT ROAD HYANNIS 02601MA 326068 BARNSTABLE, TOWN OF (REC)367 MAIN STREET HYANNIS 02601MA 6/21/2024 9:20 AMReport Generated On:Page 11 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 326069 HYANNIS HARBOR TOURS INC 22 CHANNEL POINT RD HYANNIS 02601MA 326070 HYANNIS HARBOR TOURS INC 22 CHANNEL POINT ROAD HYANNIS 02601MA 326071001 HYANNIS HARBOR TOURS INC 22 CHANNEL POINT ROAD HYANNIS 02601MA 6/21/2024 9:20 AMReport Generated On:Page 12 of 12 149Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Foth Appendix E Assessor’s Map with 100’ Radius 2,100.00 Conservation Notice of Intent (NOI) Abutter Map for Subject Parcel This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Legend Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 88 Town of Barnstable GIS Unit 175 6/21/2024 gis@town.barnstable.ma.us Printed on: 0 ft.175 Subject Parcel Abutters 100 ft. Buffer ft. 1 inch = approx. Parcels Town Boundary Railroad Tracks Buildings Approx. Building Buildings Parking Lots Paved Unpaved Roads Paved Road Unpaved Road Bridge Paved Median Water Bodies Foth Appendix F Copy of Abutter Notification Letter NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE: RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern, As an abutter within 100 feet of a proposed project, please be advised that a NOTICE OF INTENT application has been filed with the Barnstable Conservation Commission. APPLICANT: PROJECT ADDRESS OR LOCATION: ASSESSOR’S MAP & PARCEL: MAP PARCEL PROJECT DESCRIPTION: ________________________________________________________ APPLICANT’S AGENT: PUBLIC HEARING: WILL BE HELD REMOTELY VIA ZOOM See agenda posting on Town Clerks website available at least 48 hours in advance of the meeting for details. DATE: / / TIME: P.M. NOTE: Plans and applications describing the proposed activity are on file with the Conservation Commission at https://itlaserfiche.town.barnstable.ma.us/WebLink/Browse.aspx?id=825530&dbid=0&repo=TownOfBarns table, by email to Kimberly.Cavanaugh@town.barnstable.ma.us or by calling (508-862-4093) Foth Appendix G Permission to Access Property, Form PA Foth Appendix H USGS Quadrangle Map ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│―│―│―│ ―│ ―│―│―│―│―│ ―│―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│ ―│ ―│ ―│ ―│―│―│―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│―│ ―│ ―│―│―│―│ ―│―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│―│―│ ―│―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│ ―│ ―│―│―│―│―│ ―│ ―│―│―│ ―│ ―│ ―│ ―│―│―│―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│―│―│―│―│ ―│―│ ―│―│―│―│―│ ―│ ―│―│―│―│ ―│ ―│―│―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│―│ ―│―│ ―│ ―│ ―│―│―│―│―│―│ ―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│―│―│ ―│―│ ―│ 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QUADRANGLE LOCATION HYANNIS QUADRANGLEMASSACHUSETTS - BARNSTABLE COUNTY7.5-MINUTE SERIES U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY × Ø GN MN 0°52´15 MILS 14°20´255 MILS UTM GRID AND 2023 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET CG Grid Zone Designation19T U.S. National Grid100,000 - m Square ID 1 Sandwich OE N 2 Dennis OE N3 Sandwich4 Dennis5 Cotuit6 Hyannis OE S ADJOINING QUADRANGLES Imagery.....................................................NAIP, August 2018 - August 2018Roads......................................... U.S. Census Bureau, 2018Names............................................................................GNIS, 1974 - 2023Hydrography...............................National Hydrography Dataset, 2005 - 2022Contours............................................National Elevation Dataset, 2019Boundaries..............Multiple sources; see metadata file 2021 - 2022 Wetlands.................FWS National Wetlands Inventory 2008 - 2011 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 19T Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. This map was produced to conform with the National Geospatial Program US Topo Product Standard. CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET HYANNIS, MA 2023 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road Interstate Route State RouteUS RouteWX./ Project Location Foth Appendix I NHESP, ACEC, and Shellfish Suitability Areas Map DEP Wetlands, NHESP, ACEC, and Shellfish Suitability Areas Areas of Critical Environmental Concern ACECs NHESP Priority Habitats of Rare Species NHESP Estimated Habitats of Rare Wildlife Shellfish Suitability Areas DEP Wetlands Detailed With Outlines Property Tax Parcels Foth Appendix J Previous Authorizations Foth Appendix K Proof of Mailing to DMF and MA DEP