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Home My WebLink About050625-Town of Barnstable-323001 R Hawes Avenue Culvert Repair Barnstable, Massachusetts NOTICE OF INTENT Town of Barnstable May 2025 88 Route 6A, Unit 2A • Sandwich, MA 02563 • Tel 508.255.6511 www.tighebond.com 11-0633-012-01-03-02 May 6, 2025 Barnstable Conservation Commission Attn: Edwin Hoopes, Conservation Administrator 230 South Street Hyannis, MA 02601 Re: Hawes Avenue Culvert Repair Project Notice of Intent 11 Hawes Avenue, Barnstable, Massachusetts Dear Administrator Hoopes and Members of the Commission: On behalf of the Town of Barnstable (the Town), Tighe & Bond, Inc. respectfully submits this Notice of Intent (NOI) for the Hawes Avenue Culvert Repair Project located at 11 Hawes Avenue north of Kalmus Beach in Barnstable, Massachusetts. The scope of work involves the replacement of a damaged portion of an existing reinforced concrete pipe (RCP) culvert beneath Hawes Avenue to address structural deficiencies of the crossing, along with the mill and overlay of the entirety of Hawes Avenue. A NOI is required for the project as work will occur within areas subject to jurisdiction under the Massachusetts Wetlands Protection Act (MAWPA; M.G.L. c. 131 §40), and the Town of Barnstable Wetlands Protection Bylaw (Chapter 237). These areas include Coastal Dune, Salt Marsh, Land Subject to Coastal Storm Flowage, and Riverfront Area, as well as the 100-foot Buffer Zone. This culvert repair project meets the criteria to be reviewed as a Limited Project pursuant to 310 CMR 10.24(7)(c)1 and 2 as it involves “The maintenance and improvement of public roadways…” and “The maintenance, repair and improvement… of structures, including… culverts…” This NOI application is being filed following applications for a Section 401 Individual Water Quality Certification and a Section 404/Section 10 Army Corps General Permit. Thank you in advance for your review of this NOI. Should you have any questions or require additional information, please contact me by phone at (508) 304-6354 or by email at AJHoule@tighebond.com. We look forward to discussing the project with you at your public hearing on May 27, 2025. Sincerely, TIGHE & BOND, INC. Amanda J. Houle, PWS, CERP Principal Environmental Scientist Enclosures Copy: MassDEP Southeast Regional Office, Division of Wetlands and Waterways Natural Heritage and Endangered Species Program, Regulatory Review Massachusetts Division of Marine Fisheries, Regulatory Review Town of Barnstable Natural Resources Shellfish Biologist Town of Barnstable Marine and Environmental Affairs Harbormaster Amber Unruh, Senior Project Manager, Town of Barnstable Department of Public Works CONTENTS Table of Contents Tighe&Bond i WPA Form 3 Wetland Fee Transmittal Form Town of Barnstable NOI Checklist Town of Barnstable Form PA Directions to the Project Site Section 1 Introduction Section 2 Existing Conditions 2.1 Project Location .............................................................................2-1 2.1.1 Project Site ......................................................................... 2-1 2.2 Jurisdictional Wetland Resource Areas ..............................................2-1 2.3 Rare Species..................................................................................2-2 Section 3 Project Description 3.1 Proposed Activities .........................................................................3-1 3.2 Anticipated Construction Sequence ...................................................3-1 3.3 Construction-Period BMPs ................................................................3-2 3.3.1 Erosion and Sedimentation Controls ....................................... 3-2 3.3.2 Timber Matting .................................................................... 3-2 3.3.3 Cofferdams .......................................................................... 3-2 3.3.4 Construction, Demolition, and Hazardous Waste ...................... 3-3 3.3.5 Construction Period Access and Staging .................................. 3-3 3.3.6 Dewatering .......................................................................... 3-3 3.3.7 Other Protective Measures ..................................................... 3-3 3.4 Post-Construction Restoration ..........................................................3-4 Section 4 Alternatives Analysis 4.1 Alternative 1 - No Action .................................................................4-1 4.2 Alternative 2 - Ongoing Maintenance ................................................4-1 4.3 Alternative 3 - Box Culvert ..............................................................4-1 4.4 In-Kind 200-linear foot Repair (Preferred) .........................................4-1 Section 5 Regulatory Compliance 5.1 Massachusetts Wetlands Protection Act .............................................5-1 5.1.1 Limited Project Status ........................................................... 5-1 5.1.2 Summary of MAWPA Jurisdictional Alterations .......................... 5-2 5.1.3 Stormwater Management Standards ....................................... 5-7 5.2 Barnstable Wetlands Protection Bylaw ...............................................5-7 Table of Contents Tighe&Bond ii 5.2.1 Chapter 704: Regulation Governing Activity in the 100-ft Buffer Zone................................................................................... 5-7 5.2.2 LSCSF Guidelines ................................................................. 5-8 5.2.3 Abutter Notification .............................................................. 5-8 5.3 Other Pertinent Regulatory Programs ................................................5-8 5.3.1 State .................................................................................. 5-8 5.3.2 Federal ............................................................................... 5-9 Appendices A Figures and Project Drawings Figure 1 – Site Location Map Figure 2 – MassDEP Priority Resources Figure 3 – Orthophotograph Hawes Avenue Culvert Repair Project Drawings (March 2025) B Site Photographs C Wetland Delineation Memorandum D Agency Correspondence NHESP Information Request MHC Determination Letter E Abutter Notification Information and Public Notice 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 Barnstable 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): 11 Hawes Avenue / 0 Ocean Street / 45 Folsom Avenue a. Street Address Barnstable (Hyannis) b. City/Town 02601 c. Zip Code Latitude and Longitude: 41.63573 d. Latitude -70.28159 e. Longitude 323 / 324 / 324 f. Assessors Map/Plat Number 001 / 042 / 058 g. Parcel /Lot Number 2. Applicant: Amber a. First Name Unruh b. Last Name Town of Barnstable - DPW c. Organization 382 Falmouth Road d. Street Address Hyannis e. City/Town MA f. State 02601 g. Zip Code (508) 737-3198 h. Phone Number i. Fax Number Amber.Unruh@town.barnstable.ma.us j. Email Address 3. Property owner (required if different from applicant): Check if more than one owner Mark a. First Name Ells 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) 862-4610 h. Phone Number i. Fax Number Mark.Ells@town.barnstable.ma.us j. Email address 4. Representative (if any): Amanda a. First Name Houle b. Last Name Tighe & Bond, Inc. c. Company 88 Route 6A, Unit 2A d. Street Address Sandwich e. City/Town MA f. State 02563 g. Zip Code (508) 304-6354 h. Phone Number i. Fax Number AJHoule@tighebond.com j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): N/A - Fee Exempt a. Total Fee Paid N/A - Fee Exempt b. State Fee Paid N/A - Fee 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 Barnstable City/Town A. General Information (continued) 6. General Project Description: The Town of Barnstable proposes to repair an existing culvert beneath Hawes Avenue to correct structural deficiencies and prevent further deterioration or potential failure of the crossing or roadway. A damaged portion of the reinforced concrete pipe (RCP) will be replaced in-kind, along with the mill and overlay of Hawes Avenue. Refer to the Project Narrative for further details. 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)(c)1 and 2 - The maintenance and improvement of public roadways… The maintenance, repair and improvement … of structures, including … culverts… 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) C8760 / C8638 / 4243 c. Book 0 / 0 / 152 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 Barnstable 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 Tributary associated with Snow's Creek (Coastal) 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: 345,650 square feet 4. Proposed alteration of the Riverfront Area: 14,915 a. total square feet 14,915 (Temporary) b. square feet within 100 ft. 0 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 Barnstable 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 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 4,675 (Temporary) 1. square feet 4,675 (In-situ replacement) 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 680 1. square feet 680 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 29,375 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 0 a. number of new stream crossings 1 (repair/partial replacement of existing) 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 Barnstable 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 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 16% / 0.07 percentage/acreage (b) outside Resource Area 0% / 0 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 Barnstable 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 Barnstable 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 Barnstable 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. Hawes Avenue Culvert Repair a. Plan Title Tighe & Bond, Inc. b. Prepared By Eric Ohanian, PE c. Signed and Stamped by March 2025 d. Final Revision Date 1" = 20' e. Scale Figure 1 - Site Location, Figure 2 - Priority Resources, Figure 3 - Aerial f. Additional Plan or Document Title January and February 2025 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: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payor name on check: First Name 7. Payor name on check: Last Name Amanda J. Houle, PWS, CERP,5/6/2025 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: 11 Hawes Avenue a. Street Address Barnstable (Hyannis) b. City/Town N/A - Fee Exempt c. Check number N/A - Fee Exempt d. Fee amount 2. Applicant Mailing Address: Amber a. First Name Unruh b. Last Name Town of Barnstable - DPW c. Organization 382 Falmouth Road d. Mailing Address Hyannis e. City/Town MA f. State 02601 g. Zip Code (508) 737-3198 h. Phone Number i. Fax Number Amber.Unruh@town.barnstable.ma.us j. Email Address 3. Property Owner (if different): Mark a. First Name Ells b. Last Name Town of Barnstable c. Organization 367 Main Street d. Mailing Address Hyannis e. City/Town MA f. State 02601 g. Zip Code (508) 862-4610 h. Phone Number i. Fax Number Mark.Ells@town.barnstable.ma.us 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 N/A - Fee Exempt 0 0 0 Step 5/Total Project Fee: Step 6/Fee Payments: Total Project Fee: 0 a. Total Fee from Step 5 State share of filing Fee: 0 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: 0 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.) Chap 707/rev. February 2025 Page 1 CHAPTER 707 Regulation Governing Minimum Submission Requirements for a Notice of Intent Application The Barnstable Conservation Commission has adopted the following requirements in order to obtain more consistently complete submission documents necessary for a thorough and efficient review of all Notice of Intent (NOI) applications. Failure to complete any of the items in this checklist may result in your application being denied. Applicant or applicant’s agent should check each box denoting that the task has been completed or in certain instances, like field staking, denoting that the task will be completed. The following submission checklist covers the requirements of Chapter 237, Wetlands Protection, of the Part I General Ordinances of the Code of the Town of Barnstable. This checklist shall be submitted to the Barnstable Conservation Division with the NOI application. 1. Requirements a. The applicant understands, unless they’ve instructed otherwise, they are applying both under the Massachusetts Wetlands Protection Act M.G.L. c.131,§40 and Chapter 237 of the Town of Barnstable General Ordinances. b. Attach a written narrative to the NOI application (WPA Form 3), available at: www.mass.gov/eea/agencies/massdep/service/approvals/wpa-form-3.html describing any project impacts and proposed mitigation as they relate to the following: 1) Any of the interests of Chapter 237 of the General Ordinances and the MassDEP Wetlands Protection Act M.G.L. 131, §40. 2) The performance standards contained in the MassDEP Wetlands Protection Regulations (310 CMR 10.00) 3) Chapter 704: Regulation Governing Activity in the 100-ft. Buffer Zone. 4) Chapter 703: Private Docks and Piers. 5) Any other applicable regulations (310 CMR 10.00 or as promulgated under Chapter 237 of the General Ordinances). c. Enclose proper payment to cover the fee for Chapter 237 filings. Consult current Fee Schedule at www.townofbarnstable.us/Conservation d. Please indicate who is to record the Order of Conditions (check one): Applicant Agent 2. Abutter Notification (See Abutter Notification Regulation, Chapter 706) Town of Barnstable Conservation Commission 230 South Street Hyannis Massachusetts 02601 Office: 508-862-4093 E-mail: conservation@town.barnstable.ma.us N/A N/A - fee exempt (Tighe and Bond) Chap 707/rev. February 2025 Page 2 a. Contact the Conservation Division office at (508) 862-4093 regarding the docketing process, or see current schedule of Conservation Hearings and submission deadlines at: www.townofbarnstable.us/Conservation/ b. Provide a copy of the list of abutters within a 100 ft radius of the project parcel. c. Provide a copy of the Assessor’s Map indicating the parcel of the project site and showing the 100 ft radius of the project parcel. d. Provide a copy of the abutter notification letter. Use the form letter provided in our Abutter Notification Regulation (Chapter 706), available on the Conservation Division website. e. Email copies of the green return receipts, from the certified mailings to the abutters, as proof of notification . If any mailings are returned, email a copy of the entire envelope, indicating by postal service stamp the reason for return. You will retain the receipts afterwards, not the Conservation Division. f. I further certify under the penalties of perjury that all abutters were notified of the Notice of Intent Application, pursuant to the requirements of Chapter 237 of the General Ordinances of the Code of the Town of Barnstable. Notice must be made in writing by certified mail to all abutters within 100 ft of the property line of the project location. _______________________________________ Signature of Applicant or Representative Date 3. Field Staking: a. On or before Tuesday, @ 8:30 a.m., one week prior to the scheduled public hearing, have your project staked by a professional engineer or registered land surveyor showing all outside corners of all proposed structures and the continuous proposed “limit of work” line. b. Have a wetland scientist or other qualified professional flag all wetland resource areas on or within 100 ft of the work area. Make sure that the flags are sequentially numbered. c. Provide a project identification stake with bright painted top and applicant name and address, easily visible from the street approaching the site. 4. Legal Advertisement Fees: a. Conservation will submit the legal ad for publication in a local newspaper. The applicant or his/her agent is responsible for payment, by check (payable to the Town of Barnstable), at the hearing or by mail. The cost of the legal ad will be pre-calculated and posted on the hearing agenda prior to the hearing. 5. Minimum Documentation for a Complete Application: a. Provide a completely filled-out (in all parts) NOI application as locally adopted for the Town of Barnstable, including MassDEP Vegetated Wetland Field Data Form. Indicate Assessor’s map and parcel of the project, as well as the street or road address, and pertinent village (i.e., Hyannis, Centerville, Barnstable, etc). b. Provide two (2) original project plans, stamped in blue or red ink (wet stamp). Plans must be signed and dated by a Massachusetts licensed, professional engineer, land surveyor, architect or landscape architect (as applicable), and shall be drawn at a readable scale (1" = 20' preferred). For multi-acre sites, a second site plan, drawn at larger scale showing the entire site, should also be provided. Chap 707/rev. February 2025 Page 3 c. Provide a signed Permission to Access Property, Form PA. The form must be signed by the property Owner, or legal representative and submitted with the NOI. . Form PA is available at www.townofbarnstable.us/Conservation/. d. For projects requiring mitigation plantings under Chapter 704 -3, 704-4, and 704-5, mitigation planting location(s) shall clearly be shown on landscaping planting plan. The planting plan shall include: 1. species (chosen from the Town of Barnstable Conservation Commission approved planting lists), sizes, densities and/or quantities. 2. area calculations in 0’ - 50’ and 50’ – 100’ separately for the amount of mitigation planting required. 3. the amount of mitigation planting proposed. 4. a note or indication stating the area between the proposed plants will either be planted with an appropriate native seed mix or left to naturalize. 5. a note stating mulch may only be used under the dripline of proposed plants. 6. demarcation markers along the landward side of the mitigation planting area. The type of demarcation marker shall be selected from the list approved by the Conservation Commission. e. Provide detailed, written street directions to the locus (site). f. Provide a copy of a U.S.G.S. locus map indicating the general area of the project site. g. Provide a check for the Town of Barnstable portion of the required filing fee. (The portion payable to the Commonwealth, see 7. e. below) h. Provide any other documentation, photographs, architectural renderings or other supporting data prepared by professionals competent in the field which may be relevant to the application. 6. The site plan shall also show: a. All existing and proposed contours at 2-ft. minimum intervals (1-ft. preferred). b. Clear delineation of all existing and proposed structures and features. Building structures must be accurately dimensioned (fixed location) from property lines and wetland resource areas. Plans shall provide sufficient detail to show all potential wetland impacts, mitigation, compensatory areas, engineered structures, utilities, landscaping, etc. within the area of jurisdiction. On complicated sites, existing and proposed conditions must be shown on separate sheets. c. Locus inset map of the site clearly showing its location relative to surrounding public streets. d. All wetland resource area flags by individual flag number (matched to the field) to clearly identify all resource areas on or within 100 feet of the work area. The individual who performed the flagging and date of flagging shall be identified on the plan next to the resource line. e. Section views showing changes in grade, cuts and fills. 7. SUBMISSION OF THE COMPLETED APPLICATION WITH PLANS: a. Email NOI application and all associated materials in PDF format to Kimberly.Cavanaugh@town.barnstable.ma.us AND Edwin.Hoopes@town.barnstable.ma.us Do not include copies of checks. All attachments must be named with the hearing date (year first), type, name, address. Examples 20220301 NOI Smith 21 Main Street or 2022031 NOI Plan Smith 21 Main Street. c. Provide two (2) full NOI applications with folded plans (colored ink stamp) with signature/date to the Town of Barnstable Conservation Division Office for administrative use; N/A N/A 4/30/2025 Tighe&Bond Directions to the Project Site From the Town of Barnstable Conservation Office (230 South Street Hyannis, MA 02601): 1. Turn left onto South Street toward Ocean Street 2. In 0.1 mile, turn right onto Ocean Street 3. Continue on Ocean Street for 1 mile 4. Ocean Street turns right and becomes Hawes Avenue 5. The culvert is located approximately 180 feet west of Ocean Street SECTION 1 Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 1-1 Section 1 Introduction This Notice of Intent (NOI) is being submitted on behalf of the Town of Barnstable (the Town) for the repair of a section of an existing culvert located in the Town of Barnstable beneath Hawes Avenue approximately 180 feet west of Ocean Street. The culvert connects a Salt Marsh to the north with Hyannis Harbor, via Kalmus Beach, to the south. Structural deficiencies of the culvert are resulting in sinkholes and frequent ponding in the roadway. Replacement of a portion of the existing reinforced concrete pipe (RCP) will prevent further deterioration and potential failure of the infrastructure. The Town also proposes to mill and overlay the entirety of Hawes Avenue. The project will result in the alteration of areas subject to protection under the Massachusetts Wetlands Protection Act (MAWPA; M.G.L. c. 131 § 40), the Town of Barnstable Wetlands Protection Bylaw (Chapter 237), and their implementing regulations. These areas include Coastal Dune, Salt Marsh, Riverfront Area, Land Subject to Coastal Storm Flowage, and the 100-foot Buffer Zone. The proposed project appears to qualify as a Limited Project pursuant to 10.24(7)(c)1 and 2, as it consists of “The maintenance and improvement of public roadways…” and “The maintenance, repair and improvement (but not substantial enlargement except when necessary to reduce or eliminate a tidal restriction) of structures, including… culverts…” The location of the culvert is shown in the USGS Site Locus Map (Figure 1), the Priority Resources Map (Figure 2), the Orthophotograph (Figure 3), and the Project Drawings provided in Appendix A. Representative photographs of the Project Site are included in Appendix B. SECTION 2 Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 2-1 Section 2 Existing Conditions 2.1 Project Location The project area is located within the Town of Barnstable on Hawes Avenue north of Kalmus Beach and Hyannis Harbor. Land use in the general vicinity of the project area near Hyannis Avenue primarily consists of open water (Hyannis Harbor), coastal wetlands including Salt Marsh, Coastal Dune, Coastal Beach (Kalmus Beach), and Coastal Bank, as well as single-family residences. 2.1.1 Project Site The Project Site (Site) or Limit-of-Work (LOW), is an approximately 33,875 square foot (sf) area located at and around the Hawes Avenue culvert, and within the entirety of the Hawes Avenue roadway right-of-way (ROW) for the mill and overlay. The existing culvert consists of a 30-inch diameter reinforced concrete pipe (RCP) approximately 380 feet long and conveys a tidal stream northwest to southwest into Hyannis Harbor. The repair work will be limited to a 200-foot portion of the culvert and the adjacent area including Hawes Avenue and surrounding Coastal Dune and Salt Marsh for access and staging. 2.2 Jurisdictional Wetland Resource Areas On July 16, 2024, a Tighe & Bond wetland scientist visited the Site to identify and delineate wetland resource areas and evaluate the jurisdictional status of each resource area relative to local, state, and federal criteria. Wetland resource areas identified within the Project Site that are jurisdictional under the MAWPA include: • Land Under the Ocean • Coastal Beach • Coastal Dune • Coastal Bank • Salt Marsh • Bordering Vegetated Wetland (BVW) • Land Subject to Coastal Storm Flowage (LSCSF) • Riverfront Area A summary of wetland resource areas delineated by flag series is presented in Table 2 - 1. Detailed descriptions of jurisdictional resource areas within the Project Site and a figure showing their locations are provided in the Wetland Delineation Memorandum provided in Appendix C. Section 2 Existing Conditions Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 2-2 TABLE 2-1 Summary of Wetland Delineation Flag Series Flag Series Flag Numbers Resource Area Type Cowardin1 Classification 1A 1A-1 to 1A-26 Salt Marsh E2EM1P 1B 1B-1 to 1B-3 BVW PEM/SS1 1C 1C-1 to 1C-10 Coastal Dune M2US2 1D 1D-1 to 1D-9 Coastal Dune M2US2 1E 1E-1 to 1E-4 Coastal Bank (Hyannis Harbor) M1UBL 1F 1F-1 to 1F-10 Coastal Beach (Kalmus Beach) M2US2P 1 Classification of Wetlands and Deepwater Habitats of the United States by Lewis M. Cowardin, U.S. Fish and Wildlife Service, 1979 2.3 Rare Species The Massachusetts Natural Heritage and Endangered Species Program (NHESP) Atlas (15th edition, effective August 1, 2021) and MassGIS online mapping data (August 1, 2021) were reviewed relative to the Project Site. According to these sources, a portion of the proposed work is within the limits of mapped Estimated Habitats of Rare Wildlife (EH 693) and Priority Habitats of Rare Species (PH 2156). On February 5, 2025, an Information Request was submitted to NHESP to determine the extent and type of state-listed protected species within proximity to the proposed work. A summary of these species is provided in Table 2-2, below. TABLE 2-2 Summary of State-Listed Species Mapped in the Vicinity of the Project Site Scientific Name Common Name Taxonomic Group State Status Charadrius melodus Piping Plover Bird Threatened Sternula antillarum Least Tern Bird Special Concern As shown in Table 2-2, two (2) state-listed species are located within proximity to the proposed work. This NOI has been submitted concurrently to NHESP for review under the Massachusetts Endangered Species Act (MESA). Under the guidance of NHESP, the work will implement strategies to avoid and minimize impacts to rare species, such as time-of-year restrictions. Work is planned to occur during the fall and early winter months, outside of the active season of these species. Additionally, the proposed LOW has been concentrated around the culvert to provide the minimum amount of work area required to facilitate construction while reducing the amount of temporary impacts to wetland resource areas to the maximum extent feasible. NHESP correspondence is provided in Appendix D. SECTION 3 Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 3-1 Section 3 Project Description 3.1 Proposed Activities The proposed project will result in the in-kind replacement of a portion of the existing Hawes Avenue culvert to repair existing structural deficiencies. The LOW will be an approximately 33,875 sf area consisting of the roadway, roadway shoulders, Salt Marsh, Coastal Dune, and tidal stream. A 200-foot long by 10-foot wide work area will be excavated with the culvert on center and the existing 30-inch diameter RCP will be completely removed from the site. Sheet piles will be driven into the ground where the culvert was removed, and a concrete pile cap will be installed for the base support of the new culvert. A new 30-inch diameter RCP will be installed with a new inlet headwall at the north end and a new manhole at the south end. In addition to the culvert replacement, the entirety of the Hawes Avenue roadway will be milled and repaved. Access for the culvert replacement will be from Hawes Avenue as well as the adjacent Salt Marsh and Coastal Dune via timber matting. Proposed activities are shown in detail on the Project Drawings provided in Appendix A and summarized in sequence below. 3.2 Anticipated Construction Sequence While the exact means and methods of construction are left to the discretion of the contractor, it can generally be assumed, based on Tighe & Bond’s experience with projects of a similar scope, that proposed activities will be sequenced as follows: 1. Install timber matting in wetland areas to be protected and erosion and sediment control barriers along the perimeter of the LOW prior to ground disturbance. Implement any pre-construction rare species BMPs as required by NHESP. 2. Clear trees and other vegetation as necessary to prepare for excavation. Salvage and stockpile and cover Coastal Dune and Salt Marsh vegetation to be reused for site restoration. 3. Install temporary cofferdams at the north end of the culvert. 4. Place excavation supports on either side of the area to be excavated around the culvert. 5. Excavate around the existing culvert pipe between excavation supports. Install a temporary plug at the south end of the culvert. 6. Segregate wind borne dune sediment and marsh peat into separate stockpiles during excavation for reuse during site restoration. 7. Remove the existing RCP and demolish existing headwall (north) and manhole (south). 8. Install sheet piles and concrete pile cap. Install the new RCP, headwall with riprap apron, and manhole. 9. Backfill area of excavation and fill small existing voi d that exposes the pipe within Salt Marsh with organic, wetland soils. Section 3 Project Description Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 3-2 10. Restore disturbed Salt Marsh and Coastal Dune. Stabilize any upland areas with loam and seed as necessary. 11. Mill and repave Hawes Avenue. 12. Remove cofferdams and remove timber matting. 13. Remove erosion and sediment controls once all areas are stable. 3.3 Construction-Period BMPs The following Best Management Practices (BMPs) will be implemented during construction to minimize the potential for impacts to jurisdictional resource areas. 3.3.1 Erosion and Sedimentation Controls Proposed erosion, sedimentation, and pollution controls are shown on the Project Drawings in Appendix A. The erosion control barriers will be placed in order to restrict the contractor(s) to the areas necessary to conduct the work and will define the limits of work. Controls will include: • Erosion control barriers such as silt fence and/or compost filter tubes that define the LOW. In addition: • The contractor(s) will be required to maintain a reserve supply of erosion control barriers on-site to make repairs, as necessary. • Erosion, sedimentation , and pollution controls will be installed prior to construction and will remain in place until permanent restoration features are implemented and the site is stabilized. 3.3.2 Timber Matting Temporary timber mats will be used for access in Salt Marsh and Coastal Dune to protect existing vegetation and avoid the compaction of soils. Mats will be installed where vehicle and equipment access is necessary and will be positioned so they are offset from the boundary of the coastal resource area to avoid the creation of ruts when vehicles enter the work area. Timber mats will be removed immediately upon completion of construction and disturbed soils will be regraded to pre-existing contours. 3.3.3 Cofferdams Cofferdams will be installed at the upstream proposed limits of work to create an isolated (i.e., dry) work area. The cofferdams may be constructed of sandbags and woven geotextile fabric. The selected cofferdam materials are subject to the discretion and design of the contractor; however, the use of unconsolidated fill material will be strictly prohibited, and cofferdams will be located within the limits shown on the Project Drawings. The cofferdam will separate the work area from water flow which will protect the tidal stream from construction debris and sedimentation and reduce the pumping and discharge treatment required for construction. All work will be performed in the dry to protect wetland resource areas. The location of cofferdams is shown on the Project Drawings. Section 3 Project Description Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 3-3 3.3.4 Construction, Demolition, and Hazardous Waste The project will generate solid waste including concrete, stone, and scrap metal materials. The contractor(s) will be responsible for proper disposal/recycling of the materials in accordance with Massachusetts solid waste regulations. The contractor(s) will be required to conduct the work in an environmentally safe manner and in accordance with applicable regulations for the management of fuels, waste spoils, and hazardous substances. Any hazardous materials will be transported, stored, and handled in compliance with applicable federal or state regulations, the contractor(s) will also be required to maintain a spill kit at the Project Site. 3.3.5 Construction Period Access and Staging Access for construction will be from the Hawes Avenue roadw ay ROW and adjacent areas including Coastal Dune and Salt Marsh. A staging area for construction materials will be located along the ROW outside of jurisdictional resource areas to the extent possible and will be surrounded by erosion control barriers. The exact location of the staging area will be determined by the contractor. 3.3.6 Dewatering Work areas within the cofferdams or area of excavation may require additional dewatering during construction. Dewatering activities will be conducted using a discharge hose, filter bag, and sediment trap as specified on Sheet 10 of the Project Drawings. Dewatering of excavated material is subject to the means and methods of the selected contractor. Dewatering of excavated material will be conducted in a manner that does not introduce potential contaminants (e.g., fines) of excavated material into new areas (where excavated material was not generated). At a minimum, excavated material will be placed within a geotextile-lined straw bale basin or approved equivalent. Excavated material will be tested and properly disposed at an approved facility in accordance with state and federal guidelines. 3.3.7 Other Protective Measures The following general measures will be employed to minimize impacts to the resource areas: • Protective measures will be inspected weekly during construction and after significant precipitation events and repaired, as necessary. • Water control systems will be designed to handle typical flows and flows from small precipitation events. The Contractor will be required to prepare a flood contingency plan with procedures for monitoring weather forecasts and preparing the site for flooding. • The use of products containing hay and plastic or nylon netting is strictly prohibited. • Use of air quality and dust control measures, including wetting agents, truck bed covers, use of ultra-low sulfur diesel fuel, limitations on idling, vehicle anti - tracking pads, and street cleaning. Construction equipment will be refueled as far away from resource areas as possible. Section 3 Project Description Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 3-4 3.4 Post-Construction Restoration Following construction, all disturbed upland areas along the side of the roadway will be restored in-kind with loam and seed. The Coastal Dune and Salt Marsh areas temporarily impacted by the culvert replacement activities will be restored in -kind. Prior to excavation within Salt Marsh, spot elevations will be collected within the marsh that will be temporarily excavated to establish an elevation benchmark at which this wetland area will be restored, given the successful reestablishment of Salt Marsh is largely elevation driven. During site preparation, any peat and marsh vegetation as well as wind-borne dune material and plants will be carefully excavated, segregated, stockpiled, and maintained over the course of construction to be reused during site restoration to the extent feasible. Should the salvaged plant and soil material need to be augmented to complete restoration, appropriate materials will be selected that are compatible with the existing site characteristics. It is anticipated that the Coastal Dune area may require additional overplanting with American beachgrass. A local ecotype of beach grass will be obtained and planted according to the recommended guidelines for this species within disturbed dune areas where salvaged vegetation is not otherwise able to be reused. If the salvaged peat is not adequate to fully restore the area of impacted Salt Marsh, a high-organic loam will be used to augment the salvaged peat to reestablish the area in - situ. Plugs of Spartina alterniflora and/or Spartina patens may be obtained from a local nursery and planted to provide added vegetation cover as needed if any bare patches of peat are observed. No net loss of these wetland areas is anticipated as disturbed areas will be restored in-kind. The wetland areas will be monitored for two (2) growing seasons to document adequate restoration, and an annual report detailing the findings of each monitoring visit will be submitted to the Conservation Commission. Refer to Page 11 of the Project Drawings for further restoration details. SECTION 4 Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 4-1 Section 4 Alternatives Analysis 4.1 Alternative 1 - No Action The “No Action” alternative would consist of making no improvements to the existing culvert beneath Hawes Avenue. This option would not allow the Town to improve existing structural deficiencies identified at the culvert and thus risks further degradation and potential failure of the stream crossing and roadway, which has significant public safety and environmental impact concerns. As such, the alternative of “No Action” is not desirable. 4.2 Alternative 2 - Ongoing Maintenance This alternative consists of no replacement or repair of the existing culvert but includes ongoing maintenance to repair sinkholes caused by culvert deterioration. Under existing conditions, the culvert is exposed to open air due to a sink/scour hole in the Salt Marsh at the north end of the site. Additionally, the portion of pipe in this area has visible holes due to exposure. Allowing the culvert to remain in its current condition presents public safety concerns, increased maintenance, and reduced tidal flow to the adjacent Salt Marsh. Overall, the initial cost for this alternative is the least (with the exception of the No Action alterative), but future cost and safety concerns are the highest. Therefore, this alternative is not desirable. 4.3 Alternative 3 - Box Culvert This alternative consists of the replacement of the entire length of the existing culvert with a new box culvert. This design would involve the installation of a pipe larger than existing conditions to provide larger hydraulic capacity for drainage or tidal nutrient exchange. However, only a portion of the pipe requires replacement due to structural concerns, and this alternative would only be viable if the culver t were replaced in its entirety which would result in unnecessary resource area impacts. This alternative would require hydraulic modeling to determine feasibility and its effects to Salt Marsh, aquatic animal migration, stream flow, and other variables. This alternative would have the highest impact to surrounding wetland resource areas and would also result in greater impacts to Coastal Dune, Coastal Beach, and Land Under the Ocean. It would also incur the highest cost. Ultimately, this alternative was not considered further due to resource area impacts, design needs, and available town budget for the culvert improvements. 4.4 In-Kind 200-linear foot Repair (Preferred) The preferred alternative as proposed involves the replacement of a section of the existing 30-inch-diameter reinforced concrete pipe (RCP) with a new 30-inch-diameter pipe spanning an approximately 200-foot portion of the pipe from the Salt Marsh beneath Hawes Avenue to the north to a manhole within Costal Dune to the south. The proposed design replaces the existing pipe with a new pipe of the same size and at the same depth to reduce disturbance of the surrounding wetland resource areas. Sheet piling is proposed for support of excavation to limit the overall impact area compared to an open excavation with 2-foot:1-foot embankment slopes. Sheet piles add additional cost to the project but reduce impact areas to Salt Marsh and Coastal Dune by approximately 50% compared to open excavation. SECTION 5 Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-1 Section 5 Regulatory Compliance The proposed activities will occur within areas subject to protection and jurisdiction under the MAWPA and Chapter 237. These areas consist of Coastal Dune, Salt Marsh, LSCSF, Riverfront Area, as well as the 100-foot Buffer Zone. This section summarizes the project’s relationship to and compliance with pertinent local, state, and federal regulations. 5.1 Massachusetts Wetlands Protection Act 5.1.1 Limited Project Status The proposed activities qualify for consideration as a Limited Project per 310 CMR 10.24(7)(c): “The following projects may be permitted as a limited project pursuant to 310 CMR 10.24(7) provided the project complies with all applicable provisions of 310 CMR 10.24(1) through (6) and (9) and (10): (1) Maintenance and improvement of existing public roadways, but limited to widening less than a single lane, adding shoulders, correcting substandard intersections, and improving drainage systems. (2) The maintenance, repair and improvement (but not substantial enlargement except when necessary to reduce or eliminate a tidal restriction) of structures, including buildings, piers, towers, headwalls, bridges and culverts which existed on November 1, 1987.” The project’s compliance with 310 CMR 10.24(1) through (6) and (9) and (10) is summarized below: 1. The project will comply with all applicable requirements of federal, state, and local statutes and regulations. 2. An operation and maintenance (O&M) plan will be implemented by the Town to enable the culvert to function as designed following repair. 3. The proposed project consists of the in-kind replacement of a damaged portion of the culvert for purposes of repairing the existing infrastructure. The work has been designed to avoid and minimize, as well as mitigate, adverse impacts to wetland resource areas as described in the Alternatives Analysis of this NOI. The existing crossing does not substantially restrict tidal flow, and the damaged portion of the crossing will be replaced in -kind and thus will not create tidal flow restriction. Refer to Section 4 for a discussion regarding the evaluation of alternatives relative to environmental, cost, and feasibility factors. Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-2 The Town requests that the Barnstable Conservation Commission grant authorization for the work to proceed as a Limited Project. Limited Project status is requested for the following performance standards: • 310 CMR 10.28(3) – Coastal Dune impacts. Refer to Section 5.1.2.1 • 310 CMR 10.32(3) – Salt Marsh impacts. Refer to Section 5.1.2.2 5.1.2 Summary of MAWPA Jurisdictional Alterations The proposed project will result in temporary alterations to the following wetland resource areas: • Coastal Dune • Salt Marsh • LSCSF • Riverfront Area Table 5-1 below outlines the total proposed alterations by wetland resource. TABLE 5-1 Summary of MAWPA Jurisdictional Alterations by Resource Area Resource Area Proposed Alteration Proposed Replacement Coastal Dune 4,675 sf 4,675 sf Salt Marsh 680 sf 680 sf LSCSF 29,375 sf 29,375 sf Riverfront Area (0-100 ft) 14,915 sf 14,915 sf Riverfront Area (100-200 ft) 0 sf 0 sf Approximately 17,155 sf of the project is proposed within the 100-foot Buffer Zone. The following sections summarize the project’s compliance with the General Performance Standards (provided in italics) established in the MAWPA regulations for each resource area. 5.1.2.1 Coastal Dune As noted in Table 5-1, approximately 4,675 sf of Coastal Dune will be temporarily impacted during the implementation of the proposed project associated with culvert repair activities (e.g., excavation and installation of the new pipe and manhole) and placement of timber matting for access. The Performance Standards for Coastal Dune are set forth at 310 CMR 10.28(3) through (6) and are addressed below. (3) Any alteration of, or structure on, a coastal dune or within 100 feet of a coastal dune shall not have an adverse effect on the coastal dune by: (a) affecting the ability of waves to remove sand from the dune; (b) disturbing the vegetative cover so as to destabilize the dune; Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-3 (c) causing any modification of the dune form that would increase the potential for storm or flood damage; (d) interfering with the landward or lateral movement of the dune; (e) causing removal of sand from the dune artificially; or (f) interfering with mapped or otherwise identified bird nesting habitat. The proposed project will result in temporary impacts to Coastal Dune associated with excavation for repair of the culvert pipe, as well as access and staging with timber mat placement. However, no adverse impacts are anticipated to Coastal Dune, and no impairment of dune function is anticipated as the area will be restored in-kind following construction. Excavated dune material, including vegetation, will be carefully stockpiled and maintained in order to be reused for site restoration. As needed, additional dune plantings will be used to augment the restoration areas to ensure no net loss of Coastal Dune. Furthermore, the work will follow necessary time-of-year restrictions in order to avoid and minimize impacts to birds and bird nesting habitat associated with Coastal Dune. Temporary impacts to dune vegetation are unavoidable due to the location of the culvert. However, all impacts to Coastal Dune will be restored in -situ, as detailed above. As such, the Town respectfully requests that the Barnstable Conservation Commission grant Limited Project status for this performance standard. (4) Notwithstanding the provisions of 310 CMR 10.28(3), when a building already exists upon a coastal dune, a project accessory to the existing building may be permitted, provided that such work, using the best commercially available measures, minimizes the adverse effect on the coastal dune caused by the impacts listed in 310 CMR 10.28(3)(b) through (e). Such an accessory project may include, but is not limited to, a small shed or a small parking area for residences. It shall not include coastal engineering structures. Not applicable. No accessory buildings or similar structures are proposed. (5) The following projects may be permitted, provided that they adhere to the provisions of 310 CMR 10.28(3): (a) pedestrian walkways, designed to minimize the disturbance to the vegetative cover and traditional bird nesting habitat; (b) fencing and other devices designed to increase dune development; and (c) plantings compatible with the natural vegetative cover. Not applicable. The proposed project does not involve these activities, aside from plantings for site restoration. (6) Notwithstanding the provisions of 310 CMR 10.28(3) through (5), no project may be permitted which will have any adverse effect on specified habitat sites of Rare Species, as identified by procedures established under 310 CMR 10.37. As noted in Section 2.3, a portion of the proposed work falls within the limits of mapped Estimated Habitats of Rare Wildlife (EH 693) and Priority Habitats of Rare Species (PH 2156). Thus, the work is subject to review under MESA, and this NOI is being submitted concurrently to NHESP for a joint review. The work will incorporate recommended BMPs and protective measures by NHESP to avoid adverse impacts to rare species habitat. Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-4 5.1.2.2 Salt Marsh As noted in Table 5-1, approximately 680 sf of Salt Marsh will be temporarily impacted during the implementation of the proposed project associated with culvert repair activities (e.g., excavation and installation of the new pipe, headwall, and riprap apron), cofferdams and dewatering, and placement of timer matting for access. The performance standards for Salt Marsh are set forth at 310 CMR 10.32(3) through (6) and are addressed below. (3) A proposed project in a salt marsh, on lands within 100 feet of a salt marsh, or in a body of water adjacent to a salt marsh shall not destroy any portion of the salt marsh and shall not have an adverse effect on the productivity of the salt marsh. Alterations in growth, distribution and composition of salt marsh vegetation shall be considered in evaluating adverse effects on productivity. 310 CMR 10.32(3) shall not be construed to prohibit the harvesting of salt hay. The proposed work will result in temporary alterations to Salt Marsh resulting from the culvert repair activities. However, no adverse impacts to Salt Marsh, including permanent areal or functional loss of the resource, are anticipated as the area will be restored in-kind following construction. While a small amount of fill is proposed in order to close an existing sink/scour hole in the marsh exposing the pipe, only organic wetland material will be used and the elevation of the area will not be brought above the Mean High Water mark, thus allowing the area to still function as Salt Marsh. Excavated Salt Marsh material will be carefully stockpiled and maintained in order to be reused for site restoration. If necessary, the restoration area will be augmented with additional wetland soil and/or plantings. Temporary impacts to Salt Marsh are unavoidable due to the location of the culvert. However, all impacts to Salt Marsh will be restored in -situ, as detailed above. As such, the Town respectfully requests that the Barnstable Conservation Commission grant Limited Project status for this performance standard. (4) Notwithstanding the provisions of 310 CMR 10.32(3), a small project within a salt marsh, such as an elevated walkway or other structure which has no adverse effects other than blocking sunlight from the underlying vegetation for a portion of each day, may be permitted if such a project complies with all other applicable requirements of 310 CMR 10.21 through 10.37. Not applicable. The project does not involve walkways or similar structures. (5) Notwithstanding the provisions of 310 CMR 10.32(3), a project which will restore or rehabilitate a salt marsh, or create a salt marsh, may be permitted in accordance with 310 CMR 10.11 through 10.14, 10.24(8), and/or 10.53(4). Not applicable. The purpose of the proposed work is not to restore or rehabilitate Salt Marsh. (6) Notwithstanding the provisions of 310 CMR 10.32(3) through (5), no project may be permitted which will have any adverse effect on specified habitat sites of Rare Species, as identified by procedures established under 310 CMR 10.37. As noted in Section 2.3, a portion of the proposed work falls within the limits of mapped Estimated Habitats of Rare Wildlife (EH 693) and Priority Habitats of Rare Species (PH 2156). Thus, the work is subject to review under the MESA, and this NOI is being submitted concurrently to NHESP for a streamlined review. The work will incorporate all Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-5 recommended BMPs and protective measures by NHESP to avoid adverse impact to rare species habitat. 5.1.2.3 Land Subject to Coastal Storm Flowage As noted in Table 5-1, approximately 29,375 sf of alterations to LSCSF are anticipated. These impacts are due to work associated with the mill and overlay of Hawes Avenue. Although there are no performance standards for LSCSF, no flood storage loss is anticipated to occur as the work will not result in net fill to LSCSF. 5.1.2.4 Riverfront Area There is approximately 345,650 sf of Riverfront Area within the limits of the Project Locus. Of this, approximately 20,770 sf (6%) is degraded, as defined in the MAWPA. A portion of the work is proposed within Riverfront Area, resulting in a total of approximately 14,915 sf of temporary alterations. All of these impacts are within the first 100 feet of Riverfront Area. This section describes how the proposed project satisfies the Riverfront redevelopment provisions at 310 CMR 10.58(5). The performance standards are provided below in italics, while the details of project design follow . (a) At a minimum, proposed work shall result in an improvement over existing conditions of the capacity of the riverfront area to protect the interests identified in M.G.L. c. 131 § 40. When a lot is previously developed but no portion of the riverfront area is degraded, the requirements of 310 CMR 10.58(4) shall be met. The proposed work will result in approximately 14,915 sf of temporary impacts to Riverfront Area. Approximately 3,475 sf of these impacts overlap with impacts to Coastal Dune, and the remaining 11,440 sf of impacts are limited to existing degraded Riverfront Area (e.g., Hawes Avenue and roadway shoulders). The work will not result in the increase of degraded Riverfront Area, and all impacts to non-degraded areas will be restored in-kind for no net loss of wetland resource areas. Additionally, the roadway will be restored following the completion of work and its footprint will not be increased or encroach further toward the tidal stream. As such, the general characteristics of the area will not be changed. (b) Stormwater management is provided according to standards established by the Department. The project is not subject to the Massachusetts Stormwater Management Standards as the work will not result in new impervious areas or point source discharges. Refer to Section 5.1.3. (c) Within 200 foot riverfront area, proposed work shall not be located closer to the river than existing conditions or 100 feet, whichever is less, or not closer than existing conditions within 25 foot riverfront areas, except in accordance with 310 CMR 10.58(5)(f) or (g). Due to the nature of the proposed work (e.g., culvert repair) it is not feasible to conduct the work outside of the first 100 feet of Riverfront Area. The work will not encroach further toward the river than under existing conditions as the culvert will be replaced in- kind. Additionally, a portion of the work associated with roadway repaving will take place within the first 100 feet of Riverfront Area. However, as noted above, this will not result in an increase in degraded Riverfront Area and all areas will be restored in -kind. Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-6 (d) Proposed work, including expansion of existing structures, shall be located outside the riverfront area or toward the riverfront area boundary and away from the river, except in accordance with 310 CMR 10.58(5)(f) or (g). As noted above, the proposed work involves the in-kind repair/partial replacement of a culvert. The work will not result in further encroachment/new development within Riverfront Area, or an increase in degraded Riverfront Area. (e) The area of proposed work shall not exceed the amount of degraded area, provided that the proposed work may alter up to 10% if the degraded area is less than 10% of the riverfront area, except in accordance with 310 CMR 10.58(5)(f) or (g). The Project Locus contains approximately 345,650 sf of Riverfront Area, 20,770 sf (6%) of which is degraded. The proposed activities will result in approximately 14,915 sf of temporary impacts to Riverfront Area. This represents an alteration of approximately 4% of the total Riverfront Area within the Project Locus. As such, this standard has been met. (f) When an applicant proposed restoration on-site of degraded riverfront area, alteration may be allowed notwithstanding the criteria of 310 CMR 10.58(c), (d) and (e) at a ratio in square feet of at least 1:1 of restored area to area of alteration not conforming to the criteria. Areas immediately along the river shall be selected for restoration. Alteration not conforming to the criteria shall begin at the riverfront area boundary. Restoration shall include 1. removal of all debris, but retaining any trees or other mature vegetation; 2. grading to a topography which reduces runoff and increases infiltration; 3. coverage by topsoil at a depth consistent with natural conditions at the site; and 4. seeding and planting with an erosion control seed mixture, followed by plantings of herbaceous and woody species appropriate to the site. The majority of the proposed work is limited to the footprint of previously developed and degraded Riverfront Area and will not increase the amount of degraded Riverfront Area within the Project Locus as the culvert will be replaced in-kind. All impacts to non- degraded Riverfront Area will be restored in-kind and work will comply with the applicable performance standards for Coastal Dune and Salt Marsh, as described in Sections 5.1.2.1 and 5.1.2.2. As such, this standard has been met. (g) When an applicant proposes mitigation either on -site or in the riverfront area within the same general area of the river basin, alteration may be allowed notwithstanding the criteria of 310 CMR 10.58(c), (d), or (e) at a ratio in square feet of at least 2:1 mitigation area to area of alteration not conforming to the criteria or an equivalent level of environmental protection where square footage is not a relevant measure. Alteration not conforming to the criteria shall begin at the riverfront area boundary. Mitigation may include off -site restoration of riverfront areas, conservation restrictions under M.G.L. c. 184 §§ 31 to 33 to preserve undisturbed riverfront area that could otherwise be altered under 310 CMR 10.00, the purchase of development rights within the riverfront area, the restoration of bordering vegetated wetland, projects to remedy an existing Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-7 adverse impact on the interests identified in M.G.L. c. 131 § 40 for which the applicant is not legally responsible, or similar activities undertaken voluntarily by the applicant which will support a determination by the issuing authority of no significant adverse impact. Preference shall be given to potential mitigation projects, if any, identified in a River Basin Plan approved by the Secretary of the Executive Office of Environmental Affairs. The work will not result in an increase of degraded Riverfront Area and all impacts will be restored in-kind. Thus, mitigation is not proposed. (h) The issuing authority shall include a continuing condition in the Certificate of Compliance for projects under 310 CMR 10.58(5)(f) or (g) prohibiting further alteration within the restoration or mitigation area, except as may be required to maintain the area in its restored or mitigated condition. Prior to requesting the issuance of the Certificate of Compliance, the applicant shall demonstrate the restoration or mitigation has been successfully completed for at least two growing seasons. Not applicable. Mitigation is not proposed. 5.1.3 Stormwater Management Standards The proposed project will not generate additional stormwater runoff, increase impervious area, or create a new point source discharge. Per the Recommended Final Decision issued on July 29, 2016, in the Matter of Berkshire Community College Docket No. WET - 2015-023 from the MassDEP Office of Appeals and Dispute Resolution, it was ruled that 310 CMR 10.05(6) (k) through (q) do not apply to a project that does not propose a “point source” or “stormwater discharge” within Resource Areas or their Buffer Zones. As such, the project is not subject to the Massachusetts Stormwater Management Standards. 5.2 Barnstable Wetlands Protection Bylaw The proposed activities are also subject to the Town of Barnstable Wetlands Protection Bylaw (Chapter 237) as it recognizes the protections under the MAWPA. Aspects of Chapter 237 and its implementing regulations that are more stringent than the MAWPA are discussed in the following sections. 5.2.1 Chapter 704: Regulation Governing Activity in the 100-ft Buffer Zone The Barnstable Conservation Commission outlines performance standards for work within the 100-foot Buffer Zone in Chapter 704 of the Barnstable Wetlands Protection Regulations. These standards require the maintenance or improvement (including mitigation planting) of a 50-foot undisturbed buffer zone between the proposed disturbance and the landward-most wetland resource area. Under existing conditions, there is no 50-foot undisturbed buffer zone as the closest wetland resource area directly abuts Hawes Avenue and existing residential development. Impacts to the 50-foot and 100-foot Buffer Zone will be restored in-kind following construction. The proposed project appears to be exempt from the requirement for mitigation planting per Section 704-6(5), as it consists of “the construction of water dependent facilities as defined in 704-2(F) herein.” As the work consists of a culvert repair, it must be located Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-8 “at or near the shoreline and within the 100 -foot Buffer Zone”, and “is dependent on the water as part of the intrinsic nature or function of the operation”. 5.2.2 LSCSF Guidelines The Barnstable Conservation Commission outlines guidelines for proposed activities in LSCSF, specifically within Zone V and Coastal Zone A. The following addresses these provisions: 1. The proposed work will not adversely impact the ability of LSCSF to absorb or dampen wave impacts by reducing native vegetation or pervious areas. The work will result in negligible fill to LSCSF and all impacts to native vegetation will be restored in-kind. Work within LSCSF will comply with the performance standards set forth under the MAWPA for land subject to flooding and other coastal resource areas. Additionally, the majority of work within LSCSF is within existing paved areas (e.g., Hawes Avenue). 2. The proposed project will not reduce the ability of LSCSF to buffer more inland areas from flooding and wave damage as it will not result in net fill or changes in flood stage and/or velocity. 3. The proposed work will not displace or divert flood waters to other areas. 4. The proposed work will not cause or create the likelihood of damage to other structures on land within LSCSF. 5. The project will not cause ground or surface pollution triggered by coastal storm flowage. 6. The work within LSCSF will not negate the BMPs implemented for the work within other resource areas, including as required under Chapter 704 for work within the 100-foot Buffer Zone. 7. The work will not impact areas suitable for inland migration of Salt Marsh. All impacts to LSCSF will be restored in-kind. 5.2.3 Abutter Notification Abutters have been notified in accordance with Chapter 237-5A of the Barnstable Wetlands Protection Bylaw, Chapter 706 of the Barnstable Wetlands Protection Regulations, as well as 310 CMR 10.05(4). Copies of the abutter notification form and list of abutters are provided in Appendix E. 5.3 Other Pertinent Regulatory Programs 5.3.1 State 5.3.1.1 Project Notification Form New construction projects that require funding, licenses, or permits from any state or federal governmental agencies must be reviewed by the Massachusetts Historical Commission (MHC) for impacts to historic and archaeological properties. On February 14, 2025, a PNF was submitted to the MHC as well as the Massachusetts Board of Underwater Archaeological Resources (MA BUAR) and all geographically pertinent Tribal Historic Preservation Officers (THPOs) to determine potential impacts on historical, cultural, and/or archaeological resources. In their response dated March 12, 2025, MHC Section 5 Regulatory Compliance Tighe&Bond Hawes Avenue Culvert Repair Project - Notice of Intent 5-9 indicated that the proposed project is unlikely to affect significant historic or archaeological resources. As of the date of this NOI application , no response has been received from MA BUAR or the THPOs. Should artifacts or human remains be encountered during construction, work will be halted, and appropriate agencies will be notified. Information regarding historical resources is included in Appendix D. 5.3.1.2 Massachusetts Endangered Species Act (MESA) The proposed work is within the limits of mapped Estimated and Priority Habitats according to the NHESP Natural Heritage Atlas Map (15 th edition, August 2021). An Information Request was submitted to NHESP on February 5, 2025. On March 6, 2025, NHESP indicated that the proposed activities occur within mapped habitat of Piping Plover and Least Tern. As discussed in Section 2.3, this NOI has been submitted for a streamlined review under MESA. The work will incorporate appropriate construction- period BMPs as recommended by NHESP to avoid and minimize impacts to state-listed species and their habitats. NHESP correspondence is provided in Appendix D. 5.3.1.3 Section 401 of the Federal Clean Water Act The proposed work will require an Individual 401 Water Quality Certification (WQC) because the project requires a federal permit and will result in a discharge of dredged or fill material to Waters of the United States (e.g., Salt Marsh) within the Commonwealth of Massachusetts. An application for a 401 WQC will be submitted to MassDEP following this NOI application. 5.3.2 Federal 5.3.2.1 Section 404 of the Federal Clean Water Act and Section 10 of the Rivers and Harbors Act The proposed work will result in impacts to Waters of the United States and thus requires review by the Army Corps of Engineers (the Corps) under Section 404 of the Federal Clean Water Act and Section 10 of the Rivers and Harbors Act. A Pre- Construction Notification (PCN) application for coverage under the 2023 Massachusetts General Permits was submitted to the Corps on April 2, 2025, and assigned file number NAE-2025-00941. 5.3.2.2 Coastal Zone Management Act The proposed work is within a Coastal Zone and thus requires a Coastal Zone Management (CZM) Federal Consistency Review. This review will be undertaken by the Massachusetts Office of CZM concurrently with the Corps review of the PCN application. APPENDIX A G:\GIS\MA\SiteLocus\Barnstable\HawesAve_CulvertReplacement\HawesAve_CulvertReplacement.aprx\Fig1_Topo_HawesAveJN [Exported By: IDe Souza Barbosa, 3/18/2025, 3:57 PM] 0 1,000 2,000 FeetNÞ1:24,000 Based on USGS The National Map Topo Basemap. Contour Interval Equals 10-Feet. Circles indicate 500-foot and half-mile radii. B-0633 Limit of Work ,SITE LOCATIONSITE LOCATION March 2025 SITE LOCATION FIGURE 1 Culvert Replacement Hawes Avenue Barnstable, Massachusetts !Þ !Þ !Þ !Þ X X X X X X XX X HYANNIS COLONIAL ACRES HYANNIS PARK HYANNIS PORT FIDDLE HEAD ROCK SUNSET HILL HALFTIDE ROCK G R E A T I S L A N DHALFTIDE ROCK EDDIE WOODS ROCK GREAT ROCK GARDINERS ROCK HIDDEN ROCK K E Y E S M E M O R I A L B E A C H H Y A N N I S P O R T B E A C H B AY V I E W S T R E E T B E A C H K A L M A S P A R K B E A C H V E T E R A N S PA R K B E A C H L E W I S B AY B E A C H SMITH S P OI N T HARBOR BLUFF DUNBAR POINT CROOKED POND FAWCETTS POND AUNT BETTYS POND Stewarts CreekL E W I S B A Y SIMMONS POND Halls CreekSCHOOLHOUSE POND H Y A N N I S H A R B O R UV28 YARMOUTH ROADWINTERSTREETPITCHERSWAYSCUDDER AVEN UE MARSTON A VENUE SA GA MORE R OAD GOSNOLD S T R E E T M A IN S T R EE T RIPPLECOVEROADBEARSE SWAYOLD M A I N STREETROUT E28 STETSON STREETSUDBURYLANE SEA STREETLEWISBAYROADI R VI N G A V E N U ESUOMI ROAD S E ABR OOK R O AD MARSH LANEBARNSTABLEROADCROCKER STREET HAWES AVENU E EDDY STREET MITCHEL L S W A Y ALEX WAY THIRD R O A D WEST M AIN STREET C H E S T N U T S TREET OCEAN A VENUE PINE LANE ARLINGTON STREETN AUTICALWAY REDWOODLANE BAXTERAVENUEBAYVIEWSTREETFRO ST L A N E CE N T E R S T R E E T ESTEYAVENUEPARKAV ENU E W A SHING TON AVE N U E SECOND ROADGOLDIE WAY SYLV A N DRIV E GLEASONAVENUESAINTJOHNSTREETOCEANSTREETCIRCLE DRIVE CHASESTREETGLENWOODST R E ETSEA ROBI N R O A DFAWCETT LANEPINE AVENUE NORTH S T R E E T D A LE AVENUE SMITH STREET MALFA ROADK E AT I N G ROAD SOU T H S T R E E T ANGELL ROAD TUCKER R O A D PIL G R I M R O A D PAWNEE COURT NANTUCK E TST R E E T HILL STREET WAVERLY STREETCRAIGVILLE B EA CH R OA D BRIARWOODAVENUEO L D C O L ONY ROADHARBOR ROADCOUNTY S E AT S TRE E T GROVESTREETSTERLING R O AD S T EVE N S S T R E E T KENS WAYBODFISH PLACEORRS AVENUEFIRST ROAD LOOKOUTLANECO O KCIRCLESTETSON LANEWOODDUCKROADCARL AVENUECIRCUIT A VENUEOVERL E AROAD CROS S S T R E E T SOUTHGAT E D RI VE ROSETTA STREET DENVER STREE T HARRINGTON WAY A LDEN W AY DREWS WAYLATTIMER LANEHIG H S C H OOL ROADEXTE NSION FOSTER RO A D RUSSO R O A D POTTER AVENUEQUINLAN WAYOAK NECK ROADBAY STREETBASSETT LANE MARY ALICE L A N E HARBOR V I L L AGE ROSEMARY LANELOCUST STREETWOODBURY AVENUE MAPLE AVENUE C O NNEM ARACIRCLEN ORRIS S T R E E T WO ODLANDAVENUESTRAIGHTWAYDAISYHILLROADSEA STREET EXTENS ION L A K E AVE N UE STUDLEY ROAD BAYSHOREROADPEARL STREETBETTYS PONDROADSAINT JOSEPH STREETHAMPS HI R E A V E N U E UNCLE ROBER T SR OADB R I S TOL A VE N U E M U R P HY ROADP RIN C E RO A D WACHUSETT A V E N U E ARBOR W AYPONTIAC STREETPINE GROVE AVENUEJACQUELI NECIRCLESHORT WAYCLEVELAND WAYWAGON LANE S Q UAW I S L A N D R O A D SKATI NG RI N KROA DMEGANR O A D GREENWOOD AVENUEWENDWARDWAYGREAT ISLAND ROAD 4020004-12G 4020004-06G 4020004-03G 4020004-01G G:\GIS\MA\SiteLocus\Barnstable\HawesAve_CulvertReplacement\HawesAve_CulvertReplacement.aprx\Fig2_Resource_HawesAveJN [Exported By: IDe Souza Barbosa, 3/18/2025, 3:52 PM] 0 1,000 2,000 FeetNÞ1:24,000 B-0633 Data source: Bureau of Geographic Information (MassGIS), Commonwealth of Massachusetts, Executive Office of Technology Circles indicate 500-foot and half-mile radii. Data valid as of March 2025. X NHESP Certified Vernal PoolsXNHESP Potential Vernal Pools#Non-Landfill Solid Waste Sites !Þ Proposed Well !Þ Emergency Surface Water !Þ Community Public Water Supply - Surface Water !Þ Community Public Water Supply - Groundwater "Non-Community Non-Transient Public Water Supply "T Non-Community Transient Public Water Supply Limited Access Highway Multi-Lane Highway, NOT Limited Access Other Numbered Route Major Road - Arterials and Collectors Minor Street or Road Aqueducts Hydrologic Connections Stream/Intermittent Stream !!Powerline Pipeline Track or Trail Trains Public Surface Water Supply Protection Area (Zone A) DEP Approved Wellhead Protection Area (Zone I) DEP Approved Wellhead Protection Area (Zone II) DEP Interim Wellhead Protection Area (IWPA) Protected and Recreational Open Space Solid Waste Landfill Area of Critical Environmental Concern (ACEC) NHESP Priority Habitats for Rare Species NHESP Estimated Habitats for Rare Wildlife EPA Designated Sole Source Aquifer Major Drainage Basin Sub Drainage Basin MassDEP Inland Wetlands MassDEP Coastal Wetlands MassDEP Not Interpreted Wetlands Public Surface Water Supply (PSWS) Water Bodies Non-Potential Drinking Water Source Area - High Yield Non-Potential Drinking Water Source Area - Medium Yield Potentially Productive Medium Yield Aquifer Potentially Productive High Yield Aquifer Limit of Work County Boundary Municipal Boundary USGS Quadrangle Sheet Boundary March 2025 PRIORITY RESOURCE FIGURE 2 ,SITE LOCATIONSITE LOCATION Culvert Replacement Hawes Avenue Barnstable, Massachusetts G:\GIS\MA\SiteLocus\Barnstable\HawesAve_CulvertReplacement\HawesAve_CulvertReplacement.aprx\Fig3_Aerial_HawesAveJN [Exported By: IDe Souza Barbosa, 3/18/2025, 3:55 PM] Estey A venu eHawes A venue Whidden A v e n u e Ocean Street306_130 324_059 324_063 324_064 324_067 323_004 323_008 306_199 324_071 324_057 324_005 324_065 323_007 323_005 306_129 324_077 306_196 324_076 323_002 324_041 324_058 324_070 323_012 306_201 306_200 306_194 324_061 324_072 324_075 324_102 324_066 324_069 324_004 324_073 323_009 323_010 306_197 324_002 324_068 323_003 324_112 323_001323_011 324_080 324_103 306_195 324_042 324_062 323_006306_193 324_104 Culvert Replacement Hawes Avenue Barnstable, MassachusettsMarch 2025 AERIAL FIGURE 3 0 100 200 Feet 1:2,400 NÞ Based on latest Nearmap Imagery. Parcels downloaded from MassGIS and are approximate. B-0633,SITE LOCATIONSITE LOCATION Limit of Work Approximate Parcel Boundary Municipal Boundary Hyannis Harbor ,Kalmus BeachKalmus Beach Plotted On:Apr 13, 2025-7:14pm By: MSylviaLast Saved:3/4/2025Tighe & Bond:J:\B\B0633 Barnstable\012 - Hawes Ave Culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Cover).dwgPREPARED BY: PROJECT LOCATION COMPLETE SET 12 SHEETS LOCATION MAP SCALE: 1" = 500' PREPARED FOR: TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS GRIFFIN BEAUDOIN, PE, TOWN ENGINEER N STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION LIST OF DRAWINGS SHEET NO.SHEET TITLE 1 COVER 2 LEGEND AND ABBREVIATIONS 3 GENERAL NOTES 4 BORING LOGS AND NOTES (SHEET 1 OF 2) 5 BORING LOGS AND NOTES (SHEET 2 OF 2) 6 EXISTING CONDITION & DEMOLITION PLAN 7 SITE PLAN SHEET 1 OF 2 8 SITE PLAN SHEET 2 OF 2 9 PROFILES AND SECTIONS 10 CONSTRUCTION DETAILS (SHEET 1 OF 3) 11 CONSTRUCTION DETAILS (SHEET 2 OF 3) 12 CONSTRUCTION DETAILS (SHEET 3 OF 3) TOWN OF BARNSTABLE, MASSACHUSETTS HAWES AVENUE CULVERT REPAIR PROJECT NO: B0633-012 NOT FOR CONSTRUCTION 60% DRAWINGS MARCH 2025 THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. ERICOHANIANCIVIL 53235No. 05/02/2025 Plotted On:Apr 13, 2025-7:07pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:07pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgMARK DATE DESCRIPTION B0633_012_HD(General).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 LEGEND AND ABBREVIATIONS SHEET 2 OF 12 GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION BENCHMARK JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET MAIL BOX POST SQUARE POST CIRCULAR WELL FENCE GATE POST GAS GATE BORING HOLE TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT DRAINAGE MANHOLE GAS MANHOLE SEWER MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WETLAND FLAG WATER GATE SOLID YELLOW LINE DOUBLE YELLOW LINE OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) CHAIN LINK OR METAL FENCE WOOD FENCE SEDIMENT BARRIER COIR LOG SEDIMENT BARRIER TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY EDGE OF ROW BANK OF RIVER OR STREAM BORDER OF WETLAND MEAN HIGH WATER/BANK CENTERLINE GUARD RAIL 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT LIMITS OF WORK EROSION CONTROL BARRIER COFFERDAM TOWN OR CITY LAYOUT COUNTY LAYOUT TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT DEMOLISH DUMPED RIPRAP IN-SITU WETLAND RESTORATION JB CB MB WELL GG BH # TP # MHB TPL or GUY UFB UPDL ULT UPL WG ABBREVIATIONS GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC ABAN ABANDON ADJ ADJUST APPROX. APPROXIMATE A.C.ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE BIT.BITUMINOUS BC BOTTOM OF CURB BD.BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR.BRIDGE CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CIP CAST IRON PIPE CLF CHAIN LINK FENCE CL CENTERLINE CMP CORRUGATED METAL PIPE CSP CORRUGATED STEEL PIPE CO.COUNTY CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CR GR CROWN GRADE DHV DESIGN HOURLY VOLUME DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW STEADY DON'T WALK - PORTLAND ORANGE DWY DRIVEWAY ELEV (or EL.)ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EXIST (or EX)EXISTING EXC EXCAVATION F&C FRAME AND COVER F&G FRAME AND GRATE FDN. FOUNDATION FLDSTN FIELDSTONE GAR GARAGE GD GROUND GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE GRAN GRANITE GRAV GRAVEL GRD GUARD HDW HEADWALL HMA HOT MIX ASPHALT HOR HORIZONTAL HYD HYDRANT INV INVERT JCT JUNCTION L LENGTH OF CURVE LB LEACH BASIN LP LIGHT POLE LT LEFT MAX MAXIMUM MB MAILBOX MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM M&O MILL & OVERLAY NIC NOT IN CONTRACT NO.NUMBER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR PEDESTRIAN CURB RAMP P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED ABBREVIATIONS (cont.) GENERAL PSB PLANTABLE SOIL BORROW PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT PWW PAVED WATER WAY R RADIUS OF CURVATURE R&D REMOVE AND DISPOSE RCP REINFORCED CONCRETE PIPE RD ROAD RDWY ROADWAY REM REMOVE RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY RR RAILROAD R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT SB STONE BOUND SHLD SHOULDER SMH SEWER MANHOLE ST STREET STA STATION SSD STOPPING SIGHT DISTANCE SHLO STATE HIGHWAY LAYOUT LINE SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TYP TYPICAL UP UTILITY POLE VAR VARIES VERT VERTICAL VC VERTICAL CURVE WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN X-SECT CROSS SECTION DBYL SWL STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 Plotted On:Apr 13, 2025-7:07pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:07pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgMARK DATE DESCRIPTION B0633_012_HD(General).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 GENERAL NOTES SHEET 3 OF 12 1. TOPOGRAPHIC AND DETAIL INFORMATION SHOWN HEREON IS BASED UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL ENGINEERS AND LAND SURVEYORS DURING JULY OF 2024. 2. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE HORIZONTAL DATUM OF THIS SURVEY IS MA MAINLAND STATE PLANE GRID NAD 1983. 3. WETLAND RESOURCE AREAS SHOWN ON THIS PLAN WERE DELINEATED BY TIGHE AND BOND DURING AUGUST OF 2024 AND FIELD LOCATED BY MERRILL ENGINEERS AND LAND SURVEYORS. 4. SUBJECT SITE IS IN THE "RB" DISTRICT AND THE "AP" AQUIFER PROTECTION OVERLAY DISTRICT AS DEPICTED ON THE HYANNIS ZONING MAP DATED JANUARY 21, 2022. 5. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED ON OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD PLANS AND ARE TO BE CONSIDERED APPROXIMATE. MERRILL ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. 6. BORINGS IDENTIFIED ON SHEET 4 AND 5 WERE COMPLETED BY NEW ENGLAND BORING CONTRACTORS AND WITNESSED BY TIGHE & BOND, INC. ON 08/20/2024. 7. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN FEMA ZONE AE (EL. 13) AND VE (EL. 14) OF THE FLOOD INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP NO. 25001C0568J WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014, AND IS IN A SPECIAL FLOOD HAZARD AREA. 1. NOTIFY DIGSAFE AT 1-888-344-7233 AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE DIGSAFE LIST AT LEAST 72 HOURS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING OPERATIONS. 2. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IN ADDITION, SOME UTILITIES MAY NOT BE SHOWN. DETERMINE THE EXACT LOCATION OF UTILITIES BY TEST PIT OR OTHER METHODS, AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND/OR INTERRUPTIONS IN UTILITY SERVICE OR CONSTRUCTION OPERATIONS. PERFORM TEST PIT EXCAVATIONS AND OTHER INVESTIGATIONS TO LOCATE UTILITIES, AND PROVIDE THIS INFORMATION TO THE ENGINEER, PRIOR TO CONSTRUCTING THE PROPOSED IMPROVEMENTS. LOCATE ALL EXISTING UTILITIES TO BE CROSSED BY HAND EXCAVATION. 3. NOT ALL OF THE UTILITY SERVICES TO BUILDINGS ARE SHOWN. THE CONTRACTOR SHALL ANTICIPATE THAT EACH PROPERTY HAS SERVICE CONNECTIONS FOR THE VARIOUS UTILITIES. 4. NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE OR MATERIAL. 5. TIGHE & BOND ASSUMES NO RESPONSIBILITY FOR ANY ISSUES, LEGAL OR OTHERWISE, RESULTING FROM CHANGES MADE TO THESE DRAWINGS WITHOUT WRITTEN AUTHORIZATION FROM TIGHE & BOND. 6. EXCAVATE ADDITIONAL TEST PITS TO LOCATE EXISTING UTILITIES AS DIRECTED OR APPROVED BY THE ENGINEER. 7. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY; COORDINATION WITH THE OWNER, ALL SUBCONTRACTORS, WITH OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF WORK, AND THE MEANS AND METHODS OF CONSTRUCTING THE PROPOSED WORK. 8. OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY INSPECTIONS AND APPROVALS FROM THE JURISDICTIONAL AUTHORITIES. 9. SHORE UTILITY TRENCHES WHERE FIELD CONDITIONS DICTATE AND/OR WHERE REQUIRED BY LOCAL, STATE AND FEDERAL HEALTH AND SAFETY CODES. 10. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION. 11. PROTECT AND MAINTAIN ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION DURING THE WORK. LEAVE ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THE CONTRACT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SAND AND SILT FROM DISTURBED AREAS FROM ENTERING THE DRAINAGE SYSTEM. 12. NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WITH THE PLANS OR BETWEEN THE PLANS AND ANY APPLICABLE LAW, REGULATION, CODE, STANDARD SPECIFICATION, OR MANUFACTURER'S INSTRUCTIONS. 13. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AND REPAIR OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION, WHETHER ABOVE OR BELOW GRADE. REPLACE DAMAGED UTILITIES IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER AND AT NO COST TO THE PROPERTY OWNER. 14. TAKE NECESSARY MEASURES AND PROVIDE CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL WORK AND STAGING AREAS AT THE COMPLETION OF EACH DAYS WORK. 15. NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON REQUEST, BUT BACKFILLING IS PREFERRED. 16. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL/SAFETY DEVICES TO ENSURE SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH THE WORK AREA, OR FOR SAFELY IMPLEMENTING DETOURS AROUND THE WORK AREA. PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN. 17. MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION. 18. WHEN WORKING IN THE ROAD, PROVIDE THE OWNER AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES A DETAILED PLAN OF APPROACH INDICATING METHODS OF PROPOSED TRAFFIC ROUTING ON A DAILY BASIS. PROVIDE COORDINATION TO ENSURE COMMUNICATION AND COORDINATION BETWEEN THE OWNER, CONTRACTOR AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES THROUGHOUT THE CONSTRUCTION PERIOD. 19. REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED WASTE MATERIALS AND DEBRIS IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. 20. THE TERM "DEMOLISH" AND "R&D" USED ON THE DRAWINGS MEANS TO REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 21. THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED OR NOTED ON THE DRAWINGS. 22. ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS. 1. ALL PAVEMENT DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. 2. PROTECT PROJECT FEATURES (E.G., WALLS, FENCES, MAIL BOXES, SIGNS, SIDEWALKS, CURBING, STAIRS, UTILITY POLES, GUY WIRES, WALKWAYS, TREES, ETC.) FROM DAMAGE DURING CONSTRUCTION, INCLUDING PROVIDING TEMPORARY SUPPORTS, WHEN APPROPRIATE. 3. IF REMOVAL OF PROJECT FEATURES IS REQUIRED IN ORDER TO PERFORM THE PROPOSED WORK, REMOVE THOSE SITE FEATURES ONLY UPON APPROVAL OF ENGINEER. REPLACE ALL REMOVED PROJECT FEATURES; NEW ITEMS SHALL BE EQUAL OR BETTER IN QUALITY AND CONDITION TO THE ITEMS REMOVED. 4. EXISTING SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LAND SURVEYOR LICENSED IN THE STATE IN WHICH THE WORK IS PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 5. COORDINATE THE ADJUSTMENT OF EXISTING UTILITY STRUCTURES WITH EACH RESPONSIBLE UTILITY OWNER PRIOR TO RECONSTRUCTION AND/OR PAVING OPERATIONS. RAISE ALL STRUCTURES TO FINISHED GRADES PRIOR TO THE END OF THE CONSTRUCTION SEASON AND PRIOR TO FINISHED PAVING. 6. REPAIR DISTURBED PAVED SURFACES AT THE END OF EACH WORK WEEK, UNLESS OTHERWISE APPROVED/REQUIRED BY THE OWNER. 7. TRANSFER ALL TEMPORARY BENCHMARKS, AS NECESSARY. 8. RESTORE ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND THE PROJECT LIMITS TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. 9. REGRADE ALL UNPAVED AREAS DISTURBED BY THE WORK AS REQUIRED. REPAIR/REPLACE PAVED SURFACES DISTURBED BY THE WORK IN-KIND, UNLESS OTHERWISE NOTED. RESTORE SURFACES TO EXISTING OR PROPOSED CONDITIONS AS INDICATED ON THE DRAWINGS. 1. ADJUSTMENTS TO THE PROPOSED STORM DRAIN LAYOUTS AND ELEVATIONS SHALL NOT BE CONSIDERED CAUSE FOR ADDITIONAL PAYMENTS. THE CONTRACTOR SHALL NOT MAKE PROPOSED STORM DRAIN LAYOUT AND ELEVATION ADJUSTMENTS WITHOUT APPROVAL FROM THE ENGINEER. 2. MAINTAIN OPERATION OF DRAINAGE SYSTEM DURING CONSTRUCTION. PROVIDE BYPASS PUMPING OF DRAINAGE FLOWS AND/OR TEMPORARY CONNECTIONS, AS NECESSARY. 1. ANY WORK CONDUCTED IN SALT MARSH REQUIRING THE USE OF HEAVY EQUIPMENT MUST UTILIZE LOW-GROUND-PRESSURE EQUIPMENT OR TIMBER MATS (WITH A MAXIMUM OF 2.8 PSI) THAT ARE SPECIFICALLY DESIGNED TO SPREAD THE WEIGHT OF THE EQUIPMENT OVER A LARGER AREA TO PREVENT COMPACTION OF THE UNDERLYING SOIL. 2. PLACE MATS ALONG THE TRAVEL AREA WITHOUT ANY GAPS AND SO THAT EACH BOARD IS POSITIONED PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 3. REMOVE MATS BY "BACKING" OUT OF THE SITE AND REMOVING MATS ONE AT A TIME. REGRADE SOILS TO PRE-EXISTING CONTOURS WHILE TAKING CARE NOT TO COMPACT SOILS. 4. MONITORING OF WORK IN SALT MARSH SHALL DEMONSTRATE THAT COMPACTION OF THE UNDERLYING SOIL AS A RESULT OF THE WORK HAS REBOUNDED FOLLOWING COMPLETION OF THE WORK WITHIN THE SALT MARSH; THIS MAY INCLUDE ESTABLISHING BENCHMARK ELEVATIONS PRIOR TO WORK COMMENCING. FAILURE OF THE SALT MARSH REBOUNDING FOLLOWING THE COMPLETION OF WORK SHALL BE CONSIDERED A PERMANENT IMPACT TO THE SALT MARSH. 5. EXCAVATION WITHIN THE SALT MARSH SHALL BE COMPLETED IN A MANNER THAT KEEPS PEAT, ROOTS, AND VEGETATION INTACT TO BE STOCKPILED AND MAINTAINED AND THEN REPLANTED FOLLOWING CONSTRUCTION. 6. DUNE MATERIAL SHALL BE STOCKPILED AND SEGREGATED BY TYPE AND REPLACED IN KIND. THE TOP LAYERS OF DUNE ARE ROUNDED, UNIFORM, WIND-BORNE MATERIAL. THE SECOND LAYER OF MATERIAL MAY BECOME MORE ANGULAR AND VARIED IN SIZE DISTRIBUTION. THESE MATERIAL TYPES SHALL BE REPLACED AT SIMILAR ELEVATIONS DURING SITE RESTORATION WITH THE ROUNDED, WIND-BORNE MATERIAL FROM THE TOP LAYERS USED AS THE TOP DRESSING FOR SITE RESTORATION TO MIMIC PRE-EXISTING DUNE CONDITIONS. STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:07pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgMARK DATE DESCRIPTION B0633_012_HD(General).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 BORING LOGS AND NOTES (SHEET 1 OF 2) SHEET 4 OF 12 STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 Plotted On:Apr 13, 2025-7:07pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:08pm By: MSylviaLast Saved:12/27/2024Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(General).dwgMARK DATE DESCRIPTION B0633_012_HD(General).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 BORING LOGS AND NOTES (SHEET 2 OF 2) SHEET 5 OF 12 STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 PARCEL ID: 324_058 #45 FOLSOM AVENUE, HYANNIS N/F BARNSTABLE, TOWN OF (CON) BOOK: 4243 PAGE: 152 PARCEL ID: 324_042 #0 OCEAN STREET, HYANNIS N/F BARNSTABLE, TOWN OF (MUN) L.C.C. No. 8638 PARCEL ID: 323_001 #11 HAWES AVENUE, HYANNIS N/F BARNSTABLE, TOWN OF (BCH) L.C.C. No. 8760 PARCEL ID: 323_002 #21 HAWES AVENUE, HYANNIS N/F OCEAN GATE CONDOMINIUM MST. L.C.C. No. C34 122+5018 19 20 21 21+60 PROJECT END N2694655.6974 E989381.3648 STA 21+57 SAWCUT MEET EXIST END PROPOSED FULL DEPTH RECONSTRUCTION N2694654.7980 E989275.2930 STA 20+50 SAWCUT BEGIN PROPOSED FULL DEPTH RECONSTRUCTION N2694668.7005 E989176.2649 STA 19+50 SAWCUT L3 L4C2 C4 C3 HAWES AVENUE OCEAN STREETEBB FLOWREM Plotted On:Apr 24, 2025-3:47pm By: MSylviaLast Saved:4/13/2025Tighe & Bond:J:\B\B0633 Barnstable\012 - Hawes Ave Culvert\Permitting\NOI\CAD Plans\B0633_012_HD(Exist & Demo Plan)_NOI.dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 24, 2025-3:47pm By: MSylviaLast Saved:4/13/2025Tighe & Bond:J:\B\B0633 Barnstable\012 - Hawes Ave Culvert\Permitting\NOI\CAD Plans\B0633_012_HD(Exist & Demo Plan)_NOI.dwgMARK DATE DESCRIPTION B0633_012_HD(Exist & Demo Plan)_NOI.dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/24/2025 EXISTING CONDITION & DEMOLITION PLAN SHEET 6 OF 12 20 SCALE: 1" = 20' 0 50 100NAD 83N STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 D 120+00 2+5011 12 13 14 15 16 17 18 19 20 21 10+00 21+60 PROJECT END N2694655.6974 E989381.3648 STA 21+57 SAWCUT MEET EXIST END PROPOSED FULL DEPTH RECONSTRUCTION N2694654.7980 E989275.2930 STA 20+50 SAWCUT BEGIN PROPOSED FULL DEPTH RECONSTRUCTION N2694668.7005 E989176.2649 STA 19+50 SAWCUT PROJECT BEGIN N2694834.3644 E988270.0010 STA 10+28 SAWCUT MEET EXIST L1 L2 L3 L4C1 C2 C4C3 HAWES AVE CONSTRUCTION BASELINE DATA NUMBER L1 C1 L2 C2 L3 C3 L4 C4 STARTING STATION 10+00.00 11+02.89 11+40.63 17+49.16 17+72.98 19+49.09 19+51.00 20+77.38 NORTHING 2694842.606 2694812.328 2694803.517 2694698.817 2694694.999 2694668.840 2694668.564 2694650.990 EASTING 988243.236 988341.568 988378.237 988977.699 989001.209 989175.360 989177.258 989302.409 CURVE DATA R=300.00' Δ 7°12'27" L=37.74' T=18.89' R=1000.00' Δ 1°21'53" L=23.82' T=11.91' R=200.00' Δ 0°32'57" L=1.92' T=0.96' R=200.00' Δ 23°40'07" L=82.62' T=41.91' LINE DATA S72°53'07"E 102.89' S80°05'34"E 608.54' S81°27'27"E 176.10' S82°00'25"E 126.38' ENDING STATION 11+02.89 11+40.63 17+49.16 17+72.98 19+49.09 19+51.00 20+77.38 21+60.00 NORTHING 2694812.328 2694803.517 2694698.817 2694694.999 2694668.840 2694668.564 2694650.990 2694656.486 EASTING 988341.568 988378.237 988977.699 989001.209 989175.360 989177.258 989302.409 989384.258 Last Saved:Tighe & Bond:DESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 24, 2025-3:48pm By: MSylviaLast Saved:4/13/2025Tighe & Bond:J:\B\B0633 Barnstable\012 - Hawes Ave Culvert\Permitting\NOI\CAD Plans\B0633_012_HD(Site Plan)_NOI.dwgMARK DATE DESCRIPTION B0633_012_HD(Site Plan)_NOI.dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/24/2025 SITE PLAN SHEET 1 OF 2 SHEET 7 OF 12 50 SCALE: 1" = 50' 0 100 150 200NAD 83N STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 PARCEL ID: 324_058 #45 FOLSOM AVENUE, HYANNIS N/F BARNSTABLE, TOWN OF (CON) BOOK: 4243 PAGE: 152 PARCEL ID: 324_042 #0 OCEAN STREET, HYANNIS N/F BARNSTABLE, TOWN OF (MUN) L.C.C. No. 8638 PARCEL ID: 323_001 #11 HAWES AVENUE, HYANNIS N/F BARNSTABLE, TOWN OF (BCH) L.C.C. No. 8760 PARCEL ID: 323_002 #21 HAWES AVENUE, HYANNIS N/F OCEAN GATE CONDOMINIUM MST. L.C.C. No. C34 HAWES AVENUE OCEAN STREETDPROP 183 LF - 30" RCPDMH-1 R=5.55 I(out)=-2.00 (OUTLET)122+5018 19 20 21 21+60 PROJECT END N2694655.6974 E989381.3648 STA 21+57 SAWCUT MEET EXIST END PROPOSED FULL DEPTH RECONSTRUCTION N2694654.7980 E989275.2930 STA 20+50 SAWCUT BEGIN PROPOSED FULL DEPTH RECONSTRUCTION N2694668.7005 E989176.2649 STA 19+50 SAWCUT L3 L4C2 C4 C3 Last Saved:Tighe & Bond:DESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 24, 2025-3:48pm By: MSylviaLast Saved:4/13/2025Tighe & Bond:J:\B\B0633 Barnstable\012 - Hawes Ave Culvert\Permitting\NOI\CAD Plans\B0633_012_HD(Site Plan)_NOI.dwgMARK DATE DESCRIPTION B0633_012_HD(Site Plan)_NOI.dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/24/2025 SITE PLAN SHEET 2 OF 2 SHEET 8 OF 12 20 SCALE: 1" = 20' 0 50 100NAD 83N 10.00 2.00' 12.00 12.00 10.00 STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 PROP GRADEEXIST GRADE NAVD 88 BASE ELEV -10.00 0 10 -10 0 10 FULL DEPTH RECONSTRUCTION CULVERT MILL AND OVERLAY PROP 8'W X 1'H CONCRETE PILE CAP PROP PILES AND CAP CONCEPTUALLY SHOWN 4.6319+00 4.764.7220+00 5.005.2821+00 5.5619+00 20+00 21+00 MILL AND OVERLAY PROP 30" RCP -0.7%0.6%-0.1%0.8% NAVD 88 BASE ELEV -10.00 0 10 20 -10 0 10 20 0+00 0.605.571+00 4.793.932+00 3+000+00 1+00 2+00 3+00 183 LF - 30" RCP DRAIN 0.3% DMH-1 R=5.55 I(out)=-2.00 (OUTLET) PROP GRADE (TYP) LIMITS OF HAWES AVE ROW LIMITS OF SALT MARSH LIMITS OF SALT MARSH EXIST 30" RCP TO REMAIN PROP 30" RCP INV=-2.59 (MATCH EXISTING) TEMP PLUG EXIST 30" RCP EXIST 2" PLASTIC GAS MAIN (APPROXIMATE) EXIST 6" WATER MAINS (APPROXIMATE) EXIST 10" PVC SEWER (APPROXIMATE) EXIST GRADE (TYP) LIMITS OF ROADWAY PROP ROADWAY GRADE PROP CONC HEADWALL HAWES AVE PROP PILES AND CONCRETE CAP CONCEPTUALLY SHOWN STA=2+50.00 ELEV.=5.29STA=0+41.50 ELEV.=1.02 STA=1+78.36 ELEV.=5.88 STA=0+67.60 ELEV.=0.99 MEAN HIGH WATER LINE EXIST DMH TO BE REMOVED RIM = 2.72' -0.1% -0.8% PROP 8" DUCTILE IRON WATER MAIN (APPROXIMATE)Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Profile & Section).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Profile & Section).dwgMARK DATE DESCRIPTION B0633_012_HD(Profile & Section).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 PROFILES AND SECTIONS SHEET 9 OF 12 STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 FULL DEPTH RECONSTRUCTION PGL & CROWN LINE EXIST. GROUND LOAM AND SEED (4H:1V TO 6H:1V) MEET EXISTING (TYP.) 2% SLOPE 1.5" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) 2.5" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) 8" GRAVEL BORROW (M1.03.0, TYPE B) PAINTED DOUBLE YELLOW LINE STRIPING WIDTH TO MATCH EXISTING 1% SLOPE LOAM AND SEED (4H:1V TO 6H:1V) WIDTH VARIES MATCH EXIST TRAVEL LANE WIDTH VARIES MATCH EXIST TRAVEL LANE TOWN LAYOUT TOWN LAYOUTTOWN LAYOUT (40'-0" WIDE) 4" DENSE GRADED CRUSHED STONE PROP HMA BERM PGL & CROWN LINE EXIST. GROUND MEET EXISTING (TYP.) MATCH EXISTING SLOPE PROPOSED MILL AND OVERLAY 1.5" PAVEMENT MILLING SURFACE: 1.5" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) PAINTED DOUBLE YELLOW LINE STRIPING WIDTH TO MATCH EXISTING MATCH EXISTING SLOPE WIDTH VARIES MATCH EXIST TRAVEL LANE WIDTH VARIES MATCH EXIST TRAVEL LANE TOWN LAYOUT TOWN LAYOUTTOWN LAYOUT (40'-0" WIDE)Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Construction).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Construction).dwgMARK DATE DESCRIPTION B0633_012_HD(Construction).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 CONSTRUCTION DETAILS (SHEET 1 OF 3) SHEET 10 OF 12 STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Construction).dwgDESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Construction).dwgMARK DATE DESCRIPTION B0633_012_HD(Construction).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 CONSTRUCTION DETAILS (SHEET 2 OF 3) SHEET 11 OF 12 AREA OF SOIL DISTURBANCE PROTECTED ZONE FLOW 12" DIA. INSTALLED 30" MIN. WOVEN POLYPROPYLENE FIBER FABRIC 1" x 1" x 4' HARDWOOD STAKE SPACE 6'-8' O.C. OR CLOSER TO ENSURE FENCE REMAINS VERTICAL, TAUT, AND STABLE. FOLD FLAP (8" MIN.) AND PLACE TUBE ON TOP. DO NOT TRENCH FABRIC. SECTION PLACE TUBE AS CLOSE TO LIMIT OF SOIL DISTURBANCE AS POSSIBLE, ALONG CONTOURS, AND PERPENDICULAR TO FLOW. ADJUST LOCATION AS REQUIRED FOR OPTIMUM EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS. CURVE ENDS UPHILL EXISTING TREE MIN. 3 FT OVERLAP FOR CONTINUOUS BARRIER. HARDWOOD STAKES PLACED OUTSIDE OF TUBES OR PER MANUFACTURERS' INSTRUCTION PROTECTED ZONE FLOW ENSURE FIRM CONTACT WITH GROUND TO PREVENT FLOW UNDERNEATH TUBES FOR SLOPES 3:1 OR AS NECESSARY, STAKE OR OTHERWISE SUPPORT TUBES (I.E., TREES, CINDER BLOCKS)AREA OF SOIL DISTURBANCE BIODEGRADABLE FABRIC PROTECTED ZONE SECTION FLOW 12" dia.* installed CAPTURE SEDIMENT AND PREVENT FLOW OFF SITE *9 INCH MAY BE USED FOR FLATTER SURFACES WITH APPROVAL FROM ENGINEER REDUCE HIGH WATER FLOW ONTO WORK ZONE EXISTING GRAVEL FILL(WHERE PRESENT) (8'-12' WIDE) DIRECTION OF TRAFFIC INDIVIDUAL MAT WET/MUDDY AREAUPLAND PLAN VIEW TRANSVERSE CONSTRUCTION MATS EXISTING GRAVEL FILL(WHERE PRESENT) (8'-12' WIDE)NOTES: 1. CONSTRUCTION MAT DIMENSIONS OF 12'x4'x8", 16'x4'x8" OR OTHER TO BE USED. CONSTRUCTION MATS PLACED LONGITUNINALLY ALONG WHEEL TRACKS ELEVATION VIEW MUDDY/UNSTABLE GROUND IN OR NEAR WETLAND AREA STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 DESIGNED/CHECKED BY: DRAWN BY: FILE: APPROVED BY: Barnstable, Massachusetts Hawes Avenue Culvert Repair Town of Barnstable DATE: PROJECT NO:Plotted On:Apr 13, 2025-7:09pm By: MSylviaLast Saved:4/12/2025Tighe & Bond:j:\B\b0633 barnstable\012 - hawes ave culvert\Drawings\AutoCAD\Sheet\B0633_012_HD(Construction).dwgMARK DATE DESCRIPTION B0633_012_HD(Construction).dwg B0633-012 SCALE: THIS DOCUMENT IS RELEASED TEMPORARILY FOR PROGRESS REVIEW ONLY. IT IS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES. 60% DESIGN A. IMIOLEK M. SYLVIA E. OHANIAN AS SHOWN 04/13/2025 CONSTRUCTION DETAILS (SHEET 3 OF 3) SHEET 12 OF 12 Common Name Botanical Name Indicator Status American Beachgrass Ammophila Brevilugata UPL Smooth Cordgrass Spartina alterniflora OBL Saltmeadow Cordgrass Spartina patens FACW STAMPED FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION ERICOHANIANCIVIL 53235No. 05/02/2025 APPENDIX B Photographic Log Client: Town of Barnstable, MA Job Number: B-0633-012 Photographic Log Site: 11 Hawes Avenue Culvert Replacement Photograph No.: 1 Date: 07/17/2024 Direction Taken: Southeast Description: View of the Salt Marsh north of Hawes Avenue, facing southeast. Photograph No.: 2 Date: 07/17/2024 Direction Taken: West Description: View of the fringe BVW adjacent to the Salt Marsh, facing west. Photographic Log Client: Town of Barnstable, MA Job Number: B-0633-012 Photographic Log Site: 11 Hawes Avenue Culvert Replacement Photograph No.: 3 Date: 07/17/2024 Direction Taken: Northeast Description: View of the existing headwall inlet of the Hawes Avenue culvert, to be replaced with a new headwall and riprap apron. Photograph No.: 4 Date: 07/17/2024 Direction Taken: Southeast Description: View of the section of Hawes Avenue where the existing culvert is to be replaced in-kind. Photographic Log Client: Town of Barnstable, MA Job Number: B-0633-012 Photographic Log Site: 11 Hawes Avenue Culvert Replacement Photograph No.: 5 Date: 07/17/2024 Direction Taken: Southeast Description: View of the salt marsh adjacent to where the culvert is to be replaced. Photograph No.: 6 Date: 07/17/2024 Direction Taken: North Description: View of the existing salt marsh from Ocean Avenue. Photographic Log Client: Town of Barnstable, MA Job Number: B-0633-012 Photographic Log Site: 11 Hawes Avenue Culvert Replacement Photograph No.: 7 Date: 07/17/2024 Direction Taken: Northwest Description: View of Coastal Dune and Salt Marsh north of Hawes Avenue. Photograph No.: 8 Date: 07/17/2024 Direction Taken: North Description: View of the Coastal Dune from Kalmus Beach, facing north toward Hawes Avenue. Photographic Log Client: Town of Barnstable, MA Job Number: B-0633-012 Photographic Log Site: 11 Hawes Avenue Culvert Replacement Photograph No.: 9 Date: 07/17/2024 Direction Taken: West Description: View of Kalmus Beach and the bordering Coastal Dune facing west. Photograph No.: 10 Date: 07/17/2024 Direction Taken: South Description: View of Hyannis Harbor from Kalmus Beach, facing south. Photographic Log Client: Town of Barnstable, MA Job Number: B-0633-012 Photographic Log Site: 11 Hawes Avenue Culvert Replacement Photograph No.: 11 Date: 07/17/2024 Direction Taken: West Description: View of Coastal Bank along the riprap seawall bordering Kalmus Beach. APPENDIX C EXISTING CONDITIONS MEMORANDUM Tighe&Bond Hawes Avenue Culvert Repair TO: Regulatory Authorities FROM: Amanda Houle, PWS, CERP, Tighe & Bond Principal Environmental Scientist Julia Novotny, Tighe & Bond Project Environmental Scientist COPY: Eric Ohanian, PE, Tighe & Bond Project Manager Daniel L. Murphy, Tighe & Bond Senior Project Manager DATE: February 11, 2025 The Town of Barnstable is proposing the repair of an existing culvert located beneath Hawes Avenue approximately 180 feet west of Ocean Street that conveys a tidal stream northwest to southwest from a salt marsh into Hyannis Harbor via Kalmus Beach. Structural deficiencies of the culvert are resulting in sinkholes and frequent ponding in the roadway. Replacement of a portion of the existing reinforced concrete pipe (RCP) will prevent further deterioration and potential failure of the infrastructure. This memorandum provides an overview of existing jurisdictional wetland resource areas identified within and adjacent to the Project Site. 1 Wetland Resource Area Investigation 1.1 Methodology of Resource Area Investigation On July 16, 2024, a Tighe & Bond wetland scientist conducted a site visit to identify and delineate wetland resource areas and evaluate the jurisdictional status of each resource area relative to local, state, and federal regulations. This wetland delineation was conducted in accordance with the Massachusetts Handbook for Delineation of Bordering Vegetated Wetlands (2022), the 1987 Corps of Engineers Wetlands Delineation Manual, the Regional Supplement to the Corps of Engineers Wetlands Delineation Manual - Northcentral and Northeast Region (2012), and Field Indicators for Identifying Hydric Soils in New England (Version 4, 2017). 1.2 Summary of Wetland Resource Areas Wetland resource areas subject to jurisdiction under the Massachusetts Wetlands Protection Act (MAWPA; M.G.L. c. 131 § 40) and Sections 401 and 404 of the Clean Water Act have been identified within the Site, as summarized below: Massachusetts Wetlands Protection Act: • Land under the Ocean • Coastal Beach • Coastal Dune • Coastal Bank • Salt Marsh • Bordering Vegetated Wetland (BVW) • Land Subject to Coastal Storm Flowage WETLAND DELINEATION REPORT Tighe&Bond -2- • Riverfront Area Clean Water Act (Section 401 / 404) • Vegetated Wetlands • Land below High Tide Line (HTL) / Land below Mean High Tide (MHT) Wetland resource areas within the Site, as well as their associated Buffer Zones, are shown on Figure 1 in Attachment A. A summary of wetland resource areas delineated by flag series is presented in Table 1-1. TABLE 1-1 Summary of Wetland Delineation Flag Series Flag Series Flag Numbers Resource Area Type Cowardin1 Classification 1A 1A-1 to 1A-26 Salt Marsh / Vegetated Wetland / Land below HTL and MHT E2EM1P 1B 1B-1 to 1B-3 BVW / Vegetated Wetland PEM/SS1 1C 1C-1 to 1C-10 Coastal Dune M2US2 1D 1D-1 to 1D-9 Coastal Dune M2US2 1E 1E-1 to 1E-4 Coastal Bank (Hyannis Harbor) M1UBL 1F 1F-1 to 1F-10 Coastal Beach (Kalmus Beach) M2US2P 1 Classification of Wetlands and Deepwater Habitats of the United States by Lewis M. Cowardin, U.S. Fish and Wildlife Service, 1979 1.2.1 Salt Marsh / Vegetated Wetland / Land Below HTL and MHT Salt Marsh is defined at 310 CMR 10.32(2) as “a coastal wetland that extends landward up to the highest high tide line, that is, the highest spring tide of the year, and is characterized by plants that are well adapted to or prefer living in, saline soils. Dominant plants within salt marshes typically include salt meadow cord grass (Spartina patens) and/or salt marsh cord grass (Spartina alterniflora), but may also include, without limitation, spike grass (Distichlis spicata), high-tide bush (Iva frutescens), black grass (Juncus gerardii), and common reedgrass (Phragmites). A salt marsh may contain tidal creeks, ditches and pools.” Vegetated Wetlands are defined at defined at 33 CFR § 328.3(c)(1) as “those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas.” The HTL is defined at 33 CFR § 328.3(c)(3) as “the line of intersection of the land with the water’s surface at the maximum height reached by a rising tide. The high tide line may be determined, in the absence of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of fine shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation lines, tidal gages, or other suitable means that delineate the general height reached by a rising tide. The line encompasses spring high tides and other high tides that occur with periodic frequency but does not include storm surges in which there is a departure from the normal or predicted reach of the tide due to the piling up of water against a coast by strong winds such as those accompanying a hurricane or other intense storm.” WETLAND DELINEATION REPORT Tighe&Bond -3- The MHT line is defined at 314 CMR 9.02 as “the line where the arithmetic mean of the high water heights observed over a specific 19-year Metonic cycle (the National Tidal Datum Epoch) meets the shore and shall be determined using hydrographic survey data of the National Ocean Survey of the U.S. Department of Commerce.” The HTL/MHT line in this area is at 1.36 feet in elevation, as determined by the existing tidal datum information from the National Oceanic and Atmospheric Administration (NOAA). Salt Marsh was demarcated in the field with flag series 1A. The landward limit of Salt Marsh extended above the HTL in some areas, and dominant vegetation observed included salt meadow cord grass (Spartina patens) and salt marsh cord grass (Spartina alterniflora). 1.2.2 Bordering Vegetated Wetland / Vegetated Wetland Bordering Vegetated Wetlands (BVW) are defined at 310 CMR 10.55(2)(a) as “… freshwater wetlands which border on creeks, rivers, streams, ponds and lakes. The types of freshwater wetlands are wet meadows, marshes, swamps and bogs. Bordering Vegetated Wetlands are areas where the soils are saturated and/or inundated such that they s upport a predominance of wetland indicator plants. The ground and surface water regime and the vegetation community which occur in each type of freshwater wetland are specified in M.G.L. c 131 sec. 40.” Vegetated Wetlands are defined at defined at 33 CFR § 328.3(c)(1) as “those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas.” A BVW fringe adjacent to Salt Marsh was demarcated in the field with flag series 1B. Common vegetation observed in this wetland included common reed (Phragmites australis; FAC), groundsel bush (Baccharis halimifolia; FACW), common greenbrier (Smilax rotundifolia; FAC), fox grape (Vitus labrusca; FACU), and Virginia creeper (Parthenocissus quinquefolia; FACU). Soils observed in the wetland consisted of fibric muck (10YR 2/1) 0 to 12 inches below the soil surface and sand (10YR 3/1) at 12 to 20 inches (Indicators A2 (histic epipedon) and A3 (black histic)). Indicators of wetland hydrology observed at the time of delineation in this wetland included a high water table (A2; 8 inches) and soil saturation to the surface (A3). 1.2.3 Coastal Dune Coastal Dune is defined at 310 CMR 10.28(2)as “any natural hill, mound, or ridge of sediment landward of a coastal beach deposited by wind action or storm overwash. Coastal dune also means sediment deposited by artificial means and serving the purpose of storm damage prevention or flood control.” Coastal Dune was demarcated in the field with flag series 1C and 1D. Common dune vegetation observed included dune grass (Ammophila breviligulata; UPL), common juniper (Juniperus communis; FACU), yarrow (Achillea millefolium; FACU), multiflora rose (Rosa multiflora; FACU), groundsel bush, seaside goldenrod (Solidago sempervirens; FACW), oriental bittersweet (Celastrus orbiculatus; FACU), beach rose (Rosa rugosa; FACU), Japanese black pine (Pinus thunbergii), common St. Johnswort (Hypericum perforatum; UPL), Spotted WETLAND DELINEATION REPORT Tighe&Bond -4- knapweed (Centaurea stoebe), small bayberry (Morella caroliniensis; FAC), and curly dock (Rumex crispus, FAC). 1.2.4 Coastal Bank Coastal Bank is defined at 310 CMR 10.30(2) as “the seaward face or side of any elevated landform, other than a coastal dune, which lies at the landward edge of a coastal beach, land subject to tidal action, or other wetland.” Coastal Bank of Hyannis Harbor was demarcated in the field with flag series 1E. Bank in this area is comprised of a riprap seawall approximately 4 feet high with concrete backing along the perimeter of an elevated residential lot. 1.2.5 Land Under the Ocean Land under the Ocean is defined at 310 CMR 10.25(2) as “land extending from the mean low water line seaward to the boundary of the municipality’s jurisdiction and includes land under estuaries.” The Mean Low Water line in this area is at -2.0 feet in elevation, as determined by the existing tidal datum information from NOAA. Land under the Ocean associated with Hyannis Harbor is categorized as a subtidal marine system with an unconsolidated bottom (M1UBL). 1.2.6 Coastal Beach Coastal Beach is defined at 310 CMR 10.27(2) as “unconsolidated sediment subject to wave, tidal, and coastal storm action which forms the gently sloping shore of a body of salt water and includes tidal flats. Coastal beaches extend from the mean low water line landward to the dune line, coastal bankline or the seaward edge of existing human -made structures, when these structures replace one of the above lines, whichever is closest to the ocean.” Coastal Beach (i.e., Kalmus Beach), was demarcated in the field with flag series 1F. Kalmus Beach can be classified as an intertidal marine system with an unconsolidated shore comprised of sand material and is irregularly flooded (M2US2P). 1.2.7 Land Subject to Coastal Storm Flowage Land Subject to Coastal Storm Flowage (LSCSF) is defined at 310 CMR 10.04 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.” Tighe & Bond reviewed the most recent flood data available from the Federal Emergency Management Agency (FEMA) for the Site and surrounding area. According to the FEMA Flood Insurance Rate Map (FIRM; Community-Panel No. 25001C0568J, effective date: July 16, 2014) for the Town of Barnstable, the entirety of the Site is within the limits of areas subject to a 100-year flood (Zone AE, Base Flood Elevation 13 feet and Zone VE, Base Flood Elevation 14 feet). The proposed work associated with the project is within Zone VE, which extends from just north of the culvert inlet to Kalmus Beach. Zone AE is located north of the culvert inlet and is comprised of Salt Marsh. WETLAND DELINEATION REPORT Tighe&Bond -5- 1.2.8 Riverfront Area Riverfront Area is defined at 310 CMR 10.58(2)(a) as “the area of land between a river's mean annual high water line and a parallel line measured horizontally. The riverfront area may include or overlap other resource areas or their buffer zones. The riverfront area does not have a buffer zone.” The proposed work will take place within Riverfront Area associated with the tidal tributary associated with Snow’s Creek conveyed through the existing culvert. Riverfront Area within the Project Site consists of Salt Marsh, Coastal Dune, Coastal Beach, Hawes Avenue, and residential development. ATTACHMENT A Tighe&Bond G:\GIS\MA\SiteLocus\Barnstable\HawesAve_CulvertReplacement\HawesAve_CulvertReplacement.aprx\Fig1_Delineation_HawesAveJN [Exported By: IDe Souza Barbosa, 3/18/2025, 3:54 PM] !(!(!(!( !(!(Estey A venu eHawes A v enue Whidden A v e n u e Ocean Street306_130 324_059 324_063 324_064 324_067 323_004 323_008 306_199 324_071 324_057 324_005 324_065 323_007 323_005 306_129 324_077 306_196 324_076 323_002 324_041 324_058 324_070 323_012 306_201 306_200 306_194 324_061 324_072 324_075 324_102 324_066 324_069 324_004 324_073 323_009 323_010 306_197 324_002 324_068 323_003 324_112 323_001323_011 324_080 324_103 306_195 324_042 324_062 323_006306_193 324_104 1C-1 1C-3 1C-61C-10 1C-10 1D-11D-31D-6 1F-3 1F-6 1F-10 1E-1 1E-2 1E-3 1E-4 1A-1 1A-5 1A-101A-15 1A-20 1A-26 Culvert Replacement Hawes Avenue Barnstable, MassachusettsMarch 2025 ORTHOPHOTOGRAPH DELINEATION FIGURE FIGURE 1 0 100 200 Feet 1:2,400 NÞ Based on latest Nearmap Imagery. Parcels downloaded from MassGIS and are approximate. B-0633,MeanhighwaterMeanhighwater Salt Marsh Flag !(Meanhighwater Flag Castal Dune Flag Coastal Bank Flag Beach Flag Delineated Beach Boundary Delineated Coastal Dune Boundary Delineated Meanhighwater Boundary Delineated Salt Marsh Boundary Delineated Coastal Bank Boundary 100-ft Buffer Zone 200-ft Riverfront Area Municipal Boundary Limit of Work Approximate Parcel Boundary Hyannis Harbor ,Kalmus BeachKalmus Beach APPENDIX D March 06, 2025 Julia Novotny Tighe & Bond 53 Southampton Road Westfield, MA 01085 RE: Project Location: Hawes Avenue (Barnstable, MA; 41.63573, -70.28159) Town: Barnstable Heritage Hub Form ID: IR-91700 NHESP Tracking No.: - To Whom It May Concern: Thank you for contacting the Natural Heritage and Endangered Species Program (NHESP) of the MA Division of Fisheries & Wildlife (the “Division”) for information regarding state-listed species in the vicinity of the above referenced site. Based on the information provided, this project site or a portion thereof is located within the current Massachusetts Natural Heritage Atlas. The following state-listed species are mapped for both Priority Habitat (PH) and Estimated Habitat (EH), as indicated in the following table: Scientific Name Common Name Taxonomic Group State Status EH PH 2156693ThreatenedBirdPiping PloverCharadrius melodus 2156693Special ConcernBirdLeast TernSternula antillarum The species listed above are protected under the Massachusetts Endangered Species Act (MESA) (M.G.L. c. 131A) and its implementing regulations (321 CMR 10.00). State-listed wildlife are also protected under the Massachusetts Wetlands Protection Act (WPA) (M.G.L. c. 131, s. 40) and its implementing regulations (310 CMR 10.00). Fact sheets for most state-listed species can be found on our website (www.mass.gov/nhesp). Please note that projects and activities located within Priority and/or Estimated Habitat must be reviewed by the Division for compliance with the state-listed species protection provisions of MESA (321 CMR 10.00) and/or the WPA (310 CMR 10.00). Wetlands Protection Act (WPA) If the project site is within Estimated Habitat and a Notice of Intent (NOI) is required, then a copy of the NOI must be submitted to the Division so that it is received at the same time as the local conservation commission. If the Division determines that the proposed project will adversely affect the actual Resource Area habitat of 2PageIR-91700NHESP No. state-protected wildlife, then the proposed project may not be permitted (310 CMR 10.37, 10.58(4)(b) & 10.59). In such a case, the project proponent may request a consultation with the Division to discuss potential project design modifications that would avoid adverse effects to state-listed wildlife habitat. A streamlined joint MESA/WPA review process is available. When filing an NOI, the applicant may file concurrently under the MESA and qualify for a 30-day streamlined joint review. Please visit our website for filing instructions: www.mass.gov/regulatory-review. MA Endangered Species Act (MESA) If the proposed project is located within Priority Habitat and is not exempt from review (see 321 CMR 10.14), then project plans, a fee, and other required materials must be submitted to the Division to determine whether a Take under the MA Endangered Species Act would occur (321 CMR 10.18). Please note that all proposed and anticipated development must be disclosed, as MESA does not allow project segmentation (321 CMR 10.16). Please visit our website for filing instructions: www.mass.gov/regulatory-review. We recommend that state-listed species habitat concerns be addressed during the project design phase prior to submission of a formal MESA filing, as avoidance and minimization of impacts to state-listed species and their habitats is likely to expedite regulatory review. Please visit our website for more information on how to request a pre-filing consultation with the Division: www.mass.gov/how-to/request-a-pre-filing-consultation This evaluation is based on the most recent information available in the NHESP database, which is constantly being expanded and updated through ongoing research and inventory. If the purpose of your inquiry is to generate a species list to fulfill the federal Endangered Species Act (16 U.S.C. 1531 et seq.) information requirements for a permit, proposal, or authorization of any kind from a federal agency, we recommend that you use the NOAA Fisheries Greater Atlantic Region ESA Section 7 Mapper (https://noaa.maps.arcgis.com/apps/webappviewer/index.html?id=1bc332edc5204e03b250ac11f9914a27) and the U.S. Fish and Wildlife Service's Information for Planning and Conservation website (https://ecos.fws.gov/ipac). If you have any questions regarding this letter please contact Emily Holt, Endangered Species Review Assistant, at Emily.Holt@mass.gov. Sincerely, Jesse Leddick Assistant Director APPENDIX E 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) ABUTTERS LIST CERTIFICATION DATE: March 5, 2025 RE: Abutters List For Parcel(s): Hawes Ave., Hyannis As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcel as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Town of Barnstable Assessing Division 367 Main Street, Hyannis MA 02601 www.townofbarnstable.us Office: 508-862-4022 John T. Curran, MAA FAX: 508-862-4722 Director of Assessing Conservation NOI Abutter List For Hawes Ave. HyannisThis list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 2/26/2025Property owners within 100 ft. of the perimeter of work area. Mappar Owner1Owner2Address 1CityState Zip CountryAddress 2306193HILL, THOMAS G & MICHAEL C126 EASTBOURNE ROADNEWTONMA02159306198GUARCO, JOHN P & KAREN EPO BOX 33GRANBYCT06035306199VICKERY, CLAUDETTEPO BOX 1328HYANNISMA02601323001BARNSTABLE, TOWN OF (BCH)367 MAIN STREETHYANNISMA0260132300200AKAPOOR, DIANE & NAVAL11 CARDINAL LANEMONROECT0646832300200BFALLON, KAREN TRMYERS FAMILY REALTY TRUST31 KNOWLES STREETNEWTON CENTREMA0245932300200CSTEIN, STEPHEN B & E JENNIFER1519 HIGH STREETWESTWOODMA0209032300200DWARREN, REG & DEBRA11 CEDAR STREETHINGHAMMA0204332300200EPATERSON, DONNA J804 SOUTH STREETHOLBROOKMA0234332300200FOBRIEN, BARRY J & ALICE C TRSHAPPY PLACE REALTY TRUST8 LONGWOOD LANEWALPOLEMA0208132300200GEDWARDS, RICHARD L & BETSEY A111 PERKINS ST APT 146JAMAICA PLAINMA0213032300200HMICHAEL, STEPHEN J3740 OCEAN BEACH BLVD #802COCOA BEACHFL3293132300331 HAWES AVENUE LLCC/O JOAN SMITH, MANAGER170 LOCUST LAIRVINGTONNY10533323004LIPPART, JACK D & DALE554 13TH AVEPROSPECT PARKPA19076323005LIPPART, JACK D & DALE64 ELFRETHS COURTNEWTOWNPA18940Thursday, February 27, 2025Page 1 of 3 Mappar Owner1Owner2Address 1CityState Zip CountryAddress 2323006COVENEY, NANCY C57 HAWES AVENUEHYANNISMA02601323007DELMIC, MIODRAG & DAJANA8 KROL FARM ROADROCKY HILLCT06067323008SLOTT, ROBERT & SUSAN TRSSLOTT REALTY TRUST71 HAWES AVENUEHYANNISMA02601323009DILETIZIA, CLAUDIO & MARIA272 SUMMER STREETWESTWOODMA02090323010TSIEN EDDY LLC11 MOUNTAINSIDE DRIVEMORRISTOWNNJ07960323011GREIG, HENRY FOX II & TAMASINE CONWAY162 5TH STREETSTAMFORDCT06905323012PURCELL, JAMES E & KELLY M TRS99 HAWES AVENUEHYANNISMA02601324041BARNSTABLE, TOWN OF (BCH)367 MAIN STREETHYANNISMA02601324042BARNSTABLE, TOWN OF (MUN)367 MAIN STREETHYANNISMA02601324058BARNSTABLE, TOWN OF (CON)CONSERVATION COMMISSION230 SOUTH STREETHYANNISMA02601324065BONNER, KATHLEEN M TRKATHLEEN M BONNER LIVING TRUST132 ESTEY AVENUEHYANNISMA02601324066HEON, MARC ROBERT & HEATHER ELIZABETH14 FARM HILL ROADNATICKMA01760324067CHARTIER, JAMES R & TERRY A11 OVERLOOK DRIVELEICESTERMA01524324068BOTTE, MICHAEL J & CHERYL M TRS40 CIRCUIT LANEWALTHAMMA02154324069GOULA, BETH & OSTROWSKI, MELINDA2 LARKSPUR LANEGREENWICHCT06831324070OSTROWSKI, MICHAEL & MELINDA48 WHIDDEN AVENUEHYANNISMA02601324071COLLINS, PETER H & BRIGITTE M TRS62 WHIDDEN AVENUE REALTY TRUST164 RIDGEWOOD ROADMILTONMA02186324072COLLINS, PETER H & BRIGITTE M TRS64 WHIDDEN AVENUE REALTY TRUST164 RIDGEWOOD ROADMILTONMA02186324073BOSCHETTI, DEBRA M TR32 HAWES AVENUE REALTY TRUST401 WEST FIRST ST UNIT 401BOSTONMA02127Thursday, February 27, 2025Page 2 of 3 Mappar Owner1Owner2Address 1CityState Zip CountryAddress 2324075BOLKHOUSKY, VLADIMIR & ALLA45 PERRY HENDERSON DRIVEFRAMINGHAMMA01701324076LOCHRIE, ANNETTE & JOHN BLAKE57 WINDSOR AVENUEACTONMA01720324077MAHONEY, JAMES E & CARLYN E TRSJE & CE MAHONEY REVOCABLE TRUST13 EASTBROOK DRIVENASHUANH03060324102KVARTUNAS, JOHN & DEIDRE7011 HUNDSFORD LANESPRINGFIELDVA22153324103KVARTUNAS, JOHN & DEIDRE7011 HUNDSFORD LANESPRINGFIELDVA22153324104FRISOLI, JANICE A797 CAMBRIDGE STCAMBRIDGEMA02141324112GOLDIN, DINA45 BENCLIFFE CIRAUBURNDALEMA02466Thursday, February 27, 2025Page 3 of 3 NantucketSound HAWES AV E WHIDDEN AVEESTEYAVEOCEANST323-002 CND#21 306-130#61 306-143 #197 306-144#189 306-145#181 306-146#167 306-149#173 306-150 #181 306-151 #0 306-152 #133 306-193#154 306-194#158 306-195 #162 306-196#170 306-197#163 306-199#133 306-200#121 306-201#113 306-220#173 306-285#0 323-001#11323-003#31 323-004#51 323-005#51323-006#57323-007#65 323-008#71 323-009#81 323-010#91 323-011#93 323-012#99 324-002#95 324-004#67 324-005#25 324-041#670 324-042#0 324-058#45 324-061#74 324-062#88 324-063#100 324-064#108 324-065#132 324-066#90 324-067#12 324-068#22 324-069#34 324-070#48 324-071#62 324-072#64 324-073#32 324-075#23 324-076#66 324-077#54 324-102#50 324-103#61 324-104#74 324-112#100 306-198 Town of BarnstableTown of BarnstableGIS UnitGIS Unit http ://w w w .tow n.barnstable.m a.us367 Main Street, Hyannis, MA 02601 (508) 862-4624 Data Source hawes.m xd 0 80 160 240 32040 Feet0This m ap is for p lanning p urp oses only. It isnot adequate for legal boundary determ inationor regulatory interp retation. This m ap does notrep resent an on-the-ground survey.Enlargem ents beyond a scale of 1”=100’ m aynot m eet established m ap accurac y standards. Parc el lines on this m ap are only grap hicrep resentations of Assessor’s tax p arc els. Theyare not true p rop erty boundaries and do notrep resent acc urate relationship s to p hysic alobjec ts on the m ap suc h as building locations. Disclaimer Hum an-m ade features,hydrograp hy, top ograp hy, and vegetation wereinterp reted from 2014 aerial p hotosand m ay have been up dated from m ore c urrentsourc es. Parc el lines were digitized fromFY2025 Town of Barnstable Assessor’s m ap s. Ã¿N E S W 1 inch = 200 feet Subject 100' NOI Buffer Abutters 323003 31 HAWES AVENUE LLC C/O JOAN SMITH, MANAGER 170 LOCUST LA IRVINGTON, NY 10533 324041 BARNSTABLE, TOWN OF (BCH) 367 MAIN STREET HYANNIS, MA 02601 323001 BARNSTABLE, TOWN OF (BCH) 367 MAIN STREET HYANNIS, MA 02601 324058 BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION 230 SOUTH STREET HYANNIS, MA 02601 324042 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS, MA 02601 324075 BOLKHOUSKY, VLADIMIR & ALLA 45 PERRY HENDERSON DRIVE FRAMINGHAM, MA 01701 324065 BONNER, KATHLEEN M TR KATHLEEN M BONNER LIVING TRUST 132 ESTEY AVENUE HYANNIS, MA 02601 324073 BOSCHETTI, DEBRA M TR 32 HAWES AVENUE REALTY TRUST 401 WEST FIRST ST UNIT 401 BOSTON, MA 02127 324068 BOTTE, MICHAEL J & CHERYL M TRS 40 CIRCUIT LANE WALTHAM, MA 02154 324067 CHARTIER, JAMES R & TERRY A 11 OVERLOOK DRIVE LEICESTER, MA 01524 324072 COLLINS, PETER H & BRIGITTE M TRS 64 WHIDDEN AVENUE REALTY TRUST 164 RIDGEWOOD ROAD MILTON, MA 02186 324071 COLLINS, PETER H & BRIGITTE M TRS 62 WHIDDEN AVENUE REALTY TRUST 164 RIDGEWOOD ROAD MILTON, MA 02186 323006 COVENEY, NANCY C 57 HAWES AVENUE HYANNIS, MA 02601 323007 DELMIC, MIODRAG & DAJANA 8 KROL FARM ROAD ROCKY HILL, CT 06067 323009 DILETIZIA, CLAUDIO & MARIA 272 SUMMER STREET WESTWOOD, MA 02090 32300200G EDWARDS, RICHARD L & BETSEY A 111 PERKINS ST APT 146 JAMAICA PLAIN, MA 02130 32300200B FALLON, KAREN TR MYERS FAMILY REALTY TRUST 31 KNOWLES STREET NEWTON CENTRE, MA 02459 324104 FRISOLI, JANICE A 797 CAMBRIDGE ST CAMBRIDGE, MA 02141 324112 GOLDIN, DINA 45 BENCLIFFE CIR AUBURNDALE, MA 02466 324069 GOULA, BETH & OSTROWSKI, MELINDA 2 LARKSPUR LANE GREENWICH, CT 06831 323011 GREIG, HENRY FOX II & TAMASINE CONWAY 162 5TH STREET STAMFORD, CT 06905 306198 GUARCO, JOHN P & KAREN E PO BOX 33 GRANBY, CT 06035 324066 HEON, MARC ROBERT & HEATHER ELIZABETH 14 FARM HILL ROAD NATICK, MA 01760 306193 HILL, THOMAS G & MICHAEL C 126 EASTBOURNE ROAD NEWTON, MA 02159 32300200A KAPOOR, DIANE & NAVAL 11 CARDINAL LANE MONROE, CT 06468 324102 KVARTUNAS, JOHN & DEIDRE 7011 HUNDSFORD LANE SPRINGFIELD, VA 22153 324103 KVARTUNAS, JOHN & DEIDRE 7011 HUNDSFORD LANE SPRINGFIELD, VA 22153 323005 LIPPART, JACK D & DALE 64 ELFRETHS COURT NEWTOWN, PA 18940 323004 LIPPART, JACK D & DALE 554 13TH AVE PROSPECT PARK, PA 19076 324076 LOCHRIE, ANNETTE & JOHN BLAKE 57 WINDSOR AVENUE ACTON, MA 01720 324077 MAHONEY, JAMES E & CARLYN E TRS JE & CE MAHONEY REVOCABLE TRUST 13 EASTBROOK DRIVE NASHUA, NH 03060 32300200H MICHAEL, STEPHEN J 3740 OCEAN BEACH BLVD #802 COCOA BEACH, FL 32931 32300200F OBRIEN, BARRY J & ALICE C TRS HAPPY PLACE REALTY TRUST 8 LONGWOOD LANE WALPOLE, MA 02081 324070 OSTROWSKI, MICHAEL & MELINDA 48 WHIDDEN AVENUE HYANNIS, MA 02601 32300200E PATERSON, DONNA J 804 SOUTH STREET HOLBROOK, MA 02343 323012 PURCELL, JAMES E & KELLY M TRS 99 HAWES AVENUE HYANNIS, MA 02601 323008 SLOTT, ROBERT & SUSAN TRS SLOTT REALTY TRUST 71 HAWES AVENUE HYANNIS, MA 02601 32300200C STEIN, STEPHEN B & E JENNIFER 1519 HIGH STREET WESTWOOD, MA 02090 323010 TSIEN EDDY LLC 11 MOUNTAINSIDE DRIVE MORRISTOWN, NJ 07960 306199 VICKERY, CLAUDETTE PO BOX 1328 HYANNIS, MA 02601 32300200D WARREN, REG & DEBRA 11 CEDAR STREET HINGHAM, MA 02043 www.tighebond.com