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HomeMy WebLinkAbout0000 MILLWAY I w. J VL SL1 L1LT Wvd!J.myutliVerSa1Op.COm phone:1-6 756-4676 MADE IN USA 15 Creek Road I Marion,Massachusetts 02738 April 30, 2020 i LE r'S � (� � nR Barnstable Zoning Board of Appealsn-j) MAY " 367 Main Street a ZQ20PMEN T Hyannis, MA 02601 PIANNIN(3&DEVELO Re: Combined Permit for Waterways&Water Quality Certification Transmittal#X286011 Barnstable Harbor Outer&Mid-Entrance Channel and Blish Point Boat Ramp Access Channel Maintenance Dredging Project Barnstable, MA Dear Sir or Madam: On behalf of the Town of Barnstable, Department of Public Works (Town), Foth Infrastructure and Environment, LLC (Foth) is pleased to provide you with an electronic copy and full set copy of the enclosed permit application and supplemental documentation for the above referenced project. As required by the permit application,a signature certifying the project is not in violation of the local planning requirements must be submitted from the appropriate municipal official. Within the enclosed package, please find page 14 of the permit submittal flagged for your convenience,to be signed once your review and approval is complete. The enclosed copy of the permit application is for your records. Please return the signature page in the enclosed postage paid envelope, at your earliest convenience. If you have any questions, or require any additional information, please do not hesitate to contact me at(508) 762-0766 or at Christine.Plaver@Foth.com. Respectfully, Foth Infrastructure and Environment, LLC. Christine M. Player Senior Client Team Leader, Ports& Harbors u`LD'NG DEPT. B Enclosures: Permit Application Cc: File MAY 1 S TOWN OF BARNSTAB C:\Users\mec3\Documents\Work FilesTroject Files\Active\Barnstable Outer\401_9 1\Bamstable_Zoning_LTR.docx BRP WW 26 Combined Permit Application for Waterways & Water Quality Certification Barnstable Harbor Entrance Channel and Blish Point Boat Ramp Access Channel Maintenance Dredging Barnstable, Massachusetts R. T. 2 _ r f y _:,, , it 4,i a; d E y / . $a 0 . 4 '' \ ,1a i` + its Y f�+ a ,' � g� !L� r +' 1 k'''. .4 e,•41".- '! 'At - %lit. .47 , .. . . . , .5 ., F .,%;, re fit` ,w!» #� 4 14' ,Q ay. Y'a a. Prepared for: Town of Barnstable, MA Department of Public Works 382 Falmouth Rd. Hyannis,MA 02601 Prepared by: K. Fo fth N,-- 15 Creek Road I Marion,MA02738 t:508.748.09371 t:800.668.32201 www.Foth.com • r �., 15 Creek Road I Marion,Massachusetts 02738 April 30, 2020 • Mr. David Wong, Environmental Reviewer MA Department of Environmental Protection 1 Winter Street Boston, MA 02108 Re: Combined Permit for Waterways&Water Quality Certification Transmittal#X286011 Barnstable Harbor Outer&Mid-Entrance Channel and Blish Point Boat Ramp Access Channel Maintenance Dredging Project Barnstable, MA Mr. Wong: On behalf of the Town of Barnstable, Department of Public Works (Town), Foth Infrastructure and Environment, LLC(Foth) is pleased to provide you with an electronic copy and full set copy of the enclosed permit application and supplemental documentation for the above referenced project. The proposed project consists of the maintenance dredging of the Barnstable Harbor Outer and Mid-Entrance Channel as well as the Blish Point Boat Ramp Access Channel within previously authorized/dredged areas of the existing channels.The project includes beach nourishment/upland beneficial re-use and/or unconfined offshore disposal of sediment at the Cape Cod Bay Disposal Site (CCBDS).The Outer and Mid-Entrance Channels were last dredged in 2017 and the Blish Point Boat Ramp Access Channel was last dredged in 2013 as part of the Inner Harbor dredging project. Sediment will be disposed offshore at the Cape Cod Bay Disposal Site (CCBDS) and/or beneficially re-used as nourishment or re-used/disposed of at approved upland location(s) at Millway Beach, Sandy Neck Public Beach, and the Sandy Neck Cottage Area. Dredging will be performed utilizing hydraulic or mechanical methods.The enclosed permit application, plans, and supplemental documentation describes the proposed project in detail. The Town is seeking a 10-year authorization for conducting the activities proposed for this project and planning to dredge the boat ramp channel this upcoming Fall 2020-Winter 2021 season provided that all local, state, and federal regulatory approvals are in-hand.As such, we respectfully request your immediate attention to this application request. If you have any questions, or require any additional information, please do not hesitate to contact me at(508) 762-0766 or at Christine.Player@Foth.com. Respectfully, Foth Infrastructure and Environment, LLC. e111.--p Christine M. Player Senior Client Team Leader, Ports& Harbors Enclosures: Permit Application Cc: MADEP SERO Griffin Beaudoin,P.E.,Town Engineer C:\pw_workdir\pw_ie\fvd_mec3\d0424352\401_91 Cover Letter.docx Enter your transmittal number . X286011 Transmittal Number Your unique Transmittal Number can be accessed online: http://www.mass.qov/eea/agencies/massdep/service/approvals/transmittal-form-for-payment.htm I Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRPWW26 Combined Permit for Waterways &Water must be completed 1.Permit Code:4 to 7 character code from permit instructions Quality Certification for each permit Maintenance D.-edging application. 3.Type of Project cr Activity 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth of Massachusetts Town of Barnstable, Dept. of Public Works and mail it with a 1.Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: MassDEP,P.O. Box 4062,Boston, 2.Last Name of Individual 3.First Name of Individual 4.MI MA 02211. 382 Falmouth Street 5.Street Address 3. Three copies of Barnstable MA 02601 508-790-6400 this form will be 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Griffin Beaudoin, P.E. Philip.Beaudoin@town.barnstable.ma.us Copy 1 -the 11.Contact Person 12.e-mail address original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must Barnstable Harbor Entrance Channel & Blish Point Boat RampAccess Channel accompany your fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be Millway Road retained for your 2.Street Address records Barnstable MA 02630 4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* MassDEP Foth Infrastructure and Environment, LLC. P.O.Box 4062 Boston,MA 1.Name of Firm Or Individual 02211 15 Creek Road 2.Address Marion MA 02738 508-762-0766 *Note: 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits, enter the LSP. Christine Player 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes,enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. El Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. El Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. El Homeowner(according to 310 CMR 4.02). Reviewer: Exempt Check Number Dollar Amount Date tr-formw.doc•rev. 12/17 Page 1 of 1 MassDEP Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program x286o11 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) A. Combined Application Information (check appropriate boxes) Note: Use this form only if you are applying for more than one component below. Components Fee Corresponding Application Chapter 91 Water-Dependent Important: When filling out ❑ Residential with<_4 units $215.00 BRP WW01 a forms on the computer,use ® Other $330.00 BRP WW01b only the tab key to move your cursor-do not 401 Water Quality Certification Dredging use the return key. © ElW Major>_5000 yd3 $495.00 BRP W07 L (�I [' Minor< 5000 yd3&>_ 100 yd3 $ 95.00 BRP WWO8 IWA I 401 Water Quality Certification Fill/Excavation ® Major>_ 5000 ft2 $495.00 BRP WW10 ❑ Minor< 5000 ft2 $ 95.00 BRP WW11 Total combined application fee: $Exempt B. Applicant Information 1. Applicant: Town of Barnstable, Dept. of Public Works Philip.Beaudoin@town.barnstable.ma.us Name E-mail Address 382 Falmouth Street Mailing Address Barnstable MA 02601 City/Town State Zip Code 508-790-6400 Telephone Number Fax Number 2. Authorized Agent(if any): Christine Player Christine.Player@foth.com Name E-mail Address 15 Creek Road Mailing Address Marion MA 02738 City/Town State Zip Code 508-762-0766 Telephone Number Fax Number ww26app.doc•Rev.04/06/2020 Page 1 of 15 n4"' Massachusetts 'Department of Environmental Protection ' MassDEP ' --- Bureau of Resource Protection —Wetlands and Waterways Program X286011 • - BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# t• ' & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) C. Property Information 1. Property Information (all information must be provided): MA Dept. of Fish &Game-Office of Fishing & Boating Access Owner Name(if different from applicant) Nourishment Sites: 301064,301009,301010,263001,322001 41 d42'28"N 70d18'2"W Tax Assessor's Map and Parcel Numbers Latitude Longitude Millway Road, Barnstable MA 02360 Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No If Yes: Barnstable Sandy Neck Beach: Bk 358 Pg 377 County Book Page D. Description of Water Body in Which Project Site is Located 1. Name of the water body where the project site is located or nearest/adjacent waterbody: Barnstable Harbor Basin Name: Cape Cod and Island (MA GIS) SA Class*: Qualifiers: Shellfishing, Outstanding Resource * Please refer to the Tables and Figures in 314 CMR 4.00 (https://www.mass.gov/doc/314-cmr-406- high-resolution-tables-figures) Check all that apply: Type Nature Designation ❑ Nontidal river/stream ® Natural ®Area of Critical Environmental Concern (ACEC) ❑ Perennial Stream ❑ Enlarged/dammed ❑ Designated Port Area (DPA) E Intermittent Stream ❑ Uncertain ❑ Ocean Sanctuary ® Flowed tidelands ® Outstanding Resource Water(ORVV) ® Intertidal Zone ❑ Uncertain ❑ Filled tidelands ❑ Great Pond ❑ Uncertain ww26app.doc•Rev.04/06/2020 Page 2 of 15 MassDEP'', Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X286011 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) E. Proposed Scope of Project and Use/Activity Description Provide detailed description of the proposed project or activity. Include the purpose and intended use of the project, and the duration of the work within any waterbody(attach narrative if needed): Please see attached narrative 1. Date activity is to commence: Winter 2020/2021 2. What is the estimated total cost of proposed work (including materials& labor)? $1,000,000 3. State Funded ❑Yes ® No If yes, $ F. Abutters List the name and complete mailing address of direct abutters (attach additional sheets, if necessary).An abutter is defined (310 CMR 9.00)as the owner of land that shares a common waterside boundary with the project site, as well as the owner of land that lies within 50 feet across a waterbody from the project. See Exhibit F Name Address Name Address Name Address A printout from the assessor's office along with the assessor's map can be used as a substitution. G. Project Plans 1. Attached plans for the proposed project in accordance with the instructions contained in (check all that apply): ❑ Appendix A (Chapter 91 License plan) ® Appendix B (Chapter 91/401 WQC Permit plan) 2. Other State and Local Approvals/Certifications required or obtained IS]Wetlands-Noticeof Intent(NOI) Pending File Number. JD- Chapter 91 Jurisdictional Determination File Number ❑ MEPA EOEEA Number if available ❑ EOEEA Secretary Certificate Date ❑ 21E Waste Site Cleanup RTN Number if available ww26app.doc•Rev.04/06/2020 Page 3 of 15 MassDEP Massachusetts Department of Environmental Protection '--* ' Bureau of Resource Protection —Wetlands and Waterways Program 011 1:, i� BRP WW 26 Combined Licenses/Permits for Waterways Tranns6miital# t z & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) H. Information Required for All Dredging and/or Fill/Excavation Note: Dredging occurs below Mean High Tide(MHT) in Coastal and below High Water Mark for Inland. Excavation is defined as removal of any wetland resources above Mean High Tide for Coastal and High Water Mark for Inland. 1. If the proposed project is subject to MEPA or will occur in any wetlands or waters designated as "Outstanding Resource Waters", or if otherwise subject to MEPA, has public notice been published in the Environmental Monitor? ['Yes ❑ No Date of Publication 2. Has public notice for the application been published (314 CMR 9.05 and/or 310 CMR 9.13(1)(c)5? ❑Yes ® No Pending Cape Cod Times Date of Publication Name of Newspaper 3. Identify the dredge area(s) in square feet and cubic yards of each type of resource area: a. Land under water(inland): square feet cubic yards +/-24,859 SF(See +/-3,286 CY (See b. Land under ocean: Project Narrative) Project Narrative) c. Intertidal zone +/-1,518 SF (Boat +/-282 CY (Boat Ramp Channel) Ramp Channel) Total square feet and volume: See Permit Plans See Permit Plans Sheets 2 &3 Sheets 2 & 3 d. Dimension of dredge area(s): Length: 8 ( ) & 85' ((RRammpptrance) Width: 60' (Entrance) & 24' (Ramp) Depth: -6' MLW+1' O.D. feet 4. Identify the loss due to fill/excavation and proposed mitigation in square feet of each type of resource area: Fill or Excavation (ft2) Mitigation (ft2) a. Bordering Vegetated Wetland (BVW): b. Isolated Vegetated Wetland (IVW): c. Land Under Water: Total of cumulative loss and mitigation of a+b+c: d. Salt Marsh 5. Is any of your proposed work exempt from the Massachusetts Wetlands Protection Act or taking place in a federal non-state wetland? ❑Yes ® No If No, provide the following information: Pending Pending NOI File# Issue Date of Order of Conditions(Provide copy if issued) ww26app.doc•Rev.04/06/2020 Page 4 of 15 MassDEP 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program x2s6o11 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal # & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) H. Information Required for All Dredging and/or Fill/Excavation (cont.) 6. Grain Size Analysis: Percentage of total by weight passing: Data Pending Implementation of USACE Approved SAP, See Project Narrative- Exhibit A No.60 Sieve No.10 Sieve No.200 Sieve No.40 Sieve 7. Is the proposed project considered: ❑ a. Improvement dredging ® b. Maintenance dredging (previously authorized) i. Date of authorization: See Project Narrative-Exhibit A: Tables 1 &3 ii. Permit/license Name&Number: See Project Narrative-Exhibit A: Tables 1 & 3 iii. Date last dredged: Entrance Channel: 2017 Boat Ramp Access Channel: 2013 iv. Expected frequency of maintenance +/-5 years Entrance Channels; +/-1-3 years dredging Boat Ramp Channel 8. Description of Disposal/Beneficial Reuse Site for Dredged Material Ocean disposal Sites:® unconfined ❑ confined (i.e. CAD) ❑ near shore placement Location of proposed disposal site and its physical boundaries (attach narrative, figures/plans, etc.) Cape Cod Bay Disposal Site (CCBDS) pending Suitability Determination from USACE; Beach Nourishment/Upland Beneficial Re-use Suitability Determination from US Army Corps of Engineers ❑Yes ❑ No (if yes, include determination in application) . a. Has the site been designated by the Commonwealth or EPA as a designated disposal site? ®Yes ❑ No If No, give a description of the characteristics of the proposed disposal site and an explanation as to why a currently designated site or upland disposal is not feasible for this project: w 26app.doc•Rev.04/06/2020 Page 5 of 15 MassDEP Massachusetts Department of Environmental Protection 14 w ,•'7 Bureau of Resource Protection —Wetlands and Waterways Program -, X286011 { • BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification), Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) fl... ., \ 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) H. Information Required for All Dredging and/or Fill/Excavation(cont.) b. Is the anticipated disposal site located within a Commonwealth-designated ocean sanctuary(M.G.L. 132 A, sec. 13) or a sanctuary established by Federal law? ❑Yes ❑ No If yes, which sanctuary? Cape Cod Bay Ocean Sanctuary c. Location of proposed shoreline placement(landward of mean high tide for coastal or high watermark for inland) or upland reuse and physical boundaries: Does the proposed shoreline placement and/or upland reuse satisfy the conditions specified in 314 CMR 9.07(9)? ® Yes ❑ No d. Beach/Dune Nourishment above MHT or HWM El Yes III No Millway Beach, Sandy Neck Public Beach, Sandy Neck Cottage Area Name or type of the nourishment area(s) e. ACEC ®Yes ❑ No Sandy Neck Barrier Beach ACEC Name of ACEC I. Dredging More than 100 yd3, ORW, Individual 404 Permit 1. Due Diligence review for sediment sampling (314 CMR 9.07(2)) To the best of your knowledge, does the proposed project area have any past history of: a. chemical or oil spill(s)/discharge? ❑Yes ® No b. Upstream or on-site industrial or municipal discharge within 1,000 feet ❑Yes ® No of the proposed project? c. chronic pollutant loading from port or harbor use and/or other sources ❑Yes ® No of pollutants? (e.g., Combined Sewer Overflow(CSO) or Publicly Owned Treatment Works (POTW)discharges) d. Is the site currently an active Massachusetts Contingency Plan site? ❑Yes ® No If yes to any questions in Item 1, provide as much historical information as you have, including dates, amounts, concentrations, etc. of such spills or discharge. Attach additional pages if necessary. 2. Chemical Analysis of Sediment: Number of samples: TBD [' Composite ❑ Discrete For ecological restoration projects: #of samples upstream of work area #of samples downstream of work area ww26app.doc•Rev.04/06/2020 Page 6 of 15 IVlassl]EP Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X286011 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) I. Dredging More than 100 yd3, ORW, Individual 404 Permit (cont.) See 314 CMR 9.07(2)for sampling and analysis requirements. List constituents in mg/kg (ppm)dry weight unless otherwise indicated. Pending arsenic cadmium chromium copper lead mercury nickel zinc Hexavalent chromium PAHs(polynuclear aromatic hydrocarbons) PCBs(polychlorinated biphenyls)congeners Percent of solids Reactive sulfide EPH(extractable petroleum hydrocarbons VOCs(volatile organic compounds) Conductivity for coastal project 3. Intermediate Facility a. Location of the Intermediate Facility: 307 Millway Road Street Address Barnstable MA 02630 City/Town State Zip Code b. Name and address of the owner of the property on which the intermediate facility is located? MA Dept. of Fish &Game-Office of Fishing &Boating Access, 1440 Soldiers Field Rd., Brighton, MA 02135 If the applicant is not the owner, has permission been granted by the owner of the property? ® Yes ❑ No If yes, provide documentation of permission. 4. Dredged material dewatering location: a. Location and physical boundaries of proposed dewatering activities of the dredge material. Indicate containment, method of dewatering,water collection and point of discharge (attach narrative if needed: See Project Narrative-Exhibit A b. How long are the dewatering and disposal sites estimated to be in use from this project, and will the site be used for future maintenance dredging? ee Project Narrative-Exhibit A c. For proposed dewatering of dredged sediment on a barge, include plans demarcating adequate containment and effluent control in Appendix B. ww26app.doc•Rev.04/06/2020 Page 7 of 15 ,MssDEP Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X286011 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification IY4 + Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00 p p Y ) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) I. Dredging More than 100 yd3, ORW, Individual 404 Permit (cont.) 5. Type of Beneficial Reuse: ® Nourishment ® Landfill Daily cover ❑ Other(specify): Name and location of proposed beneficial reuse area and physical boundaries: See Project Nar-ative-Exhibit A 6. Upland Disposa: Name and location of the licensed Upland Disposal facility: See Project Nareative-Exhibit A J. Certificate By Other Agencies 1. Municipal Zoning Certification: If required, applicants must submit a completed and signed Section J of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). 2. Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to MassDEP must include Appendix D signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. K. Notice of Intent Complete the WPA Form 3, Notice of Intent and the NOI Wetland Fee Transmittal Form and attach a copy to the combined application. ww26app.doc•Rev.04/06/2020 Page 8 of 15 • MassDEpi, Massachusetts Department of Environmental Protection • Bureau of Resource Protection—Wetlands and Waterways Program• X286011 BRP WW 26 Combined Licenses/Permits for s Waterwa y Transmittal# • & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification(314 CMR 9.00) • • L. Certification All applicants,property owners and authorized agents must sign this page.All future application • • correspondence may be signed by the authorized agent alone. "1 hereby make application for a permit or license to authorize the activities I have'described herein. Upon my signature, I agree to allow the duly authorised representatives of the Massachusetts Department of Environmental Protection to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my • F knowledge.I further certify that I possess the authority to undertake the proposed activities." • i /1°G6fret Tab 09/a0 Applicant's signature - Date • • Olrin , f t ' r!6G v"`-- Y'Zct •-2"2 t/ . Property Owner's signature(if different from applicant) Date • • • .2)44 h-n.e 1`►t-p L ;— 4/29/2020 Authorized Agent's signature(if applicable) Date • Two(2)copies of the BRP WW 26 combined application, plus the appropriate Appendices,should be sent to: MassDEP Water Quality Certification Program • One Winter Street, 5th floor Boston,MA 02108 ATTN: David Wong One(1)copy of the BRP WW 26 combined application, plus the appropriate•Appendices,should be sent to the MassDEP Regional Office where the project is located(see httos://www,mass,gov/sgrvlae- details/maesdeo-reolonai-offices-bv-community) • • • • ww26app.doc•Rev.04/06/2020 Page 9 of 15 MassDEP Massachusetts Department of Environmental Protection fi,, Bureau of Resource Protection —Wetlands and Waterways Program X286011 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification 4'# Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) Appendix C: Municipal Zoning Certification Only when authorization request includes structure(s) Town of Barnstable, Dept. of Public Works Name of Applicant Millway Road Barnstable Harbor Barnstable Project street address Waterway CityfTown Description of use or change in use: Maintenance dredging of Barnstable Harbor Outer and Mid-Entrance Channel as well as the Blish" Point Boat Ramp Access Channel with beach nourishment/upland beneficial reuse and/or unconfined offshore disposal of sediments at the Cape Cod Bay Disposal Site (CCBDS). To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license a pli?ation and plans is not in violation of local zoning ordinances and bylaws." taor1'721 ZQ1 20 Printed Name o Mun�ial Date e i ‘,9* Signature of unM )ipal Official Title City/Town • ww26app.doc•Rev.04/06/2020 Page 14 of 15 MassDEP Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program ' ' BRP WIN 26 Combined Licenses/Permits for Waterways x28so11 i y Transmittal# if"-� & Water Quality Certification i, rh , Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) _ 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) Appendix D: Municipal Planning Board Notification Town of Barnstable, Dept. of Public Works Name of Applicant Millway Road Barnstable Harbor Barnstable Project street address Waterway City/Town Description of use or change in use: Maintenance dredging of Barnstable Harbor Outer and Mid-Entrance Channel as well as the Blish Point Boat Ramp Access Channel with beach nourishment/upland beneficial reuse and/or unconfined offshore disposal of sediments at the Cape Cod Bay Disposal Site (CCBDS). Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. ww26app.doc•Rev.04/06/2020 Page 15 of 15 4 COPY OF WPA FORM 3 PER SECTION K. OF 401/91 APPLICATION FORM BRP WW 26: • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent -?.' Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Barnstable City/Town Important: A. General Information When filling out • forms on the computer,use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key to move your Millway Road Barnstable 02360 cursor-do not a.Street Address b.City/Town c.Zip Code use the return key. 70d18'2"W Latitude and Longitude: 41d42'28"N d.Latitude e.Longitude 111 Millway Beach BN: Parcel#'s 301064, 301009 & Sandy Neck Public Beach BN: Parcel 263001 301010 Sandy Neck Cottage Area BN: Parcel 322001 MAI 2. Applicant: a.First Name b.Last Name Note: Town of Barnstable, Department of Public Works Before c.Organization completing this 382 Falmouth Street form consult your local d.Street Address Conservation Barnstable MA 02601 Commission e.City/Town f.State g.Zip Code regarding any municipal bylaw (508)790-6400 Philip.Beaudoin@town.barnstable.ma.us or ordinance. h.Phone Number i.Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner a.First Name b.Last Name MA Dept. of Fish &Game-Office of Fishing & Boating Access c.Organization 1440 Soldiers Field Road d.Street Address Brighton MA 02135 e.City/Town f.State g.Zip Code (617) 727-1843 doug.cameron@state.ma.us h.Phone Number i.Fax Number j.Email address 4. Representative (if any): Christine Player a.First Name b.Last Name Foth Infrastructure and Environment, LLC c.Company 15 Creek Road d.Street Address Marion MA 02738 e.City/Town f.State g.Zip Code (508) 748-0937 Christine.Player@Foth.com h.Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): Exempt Exempt Exempt a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpaform3.doc•rev.2/8/2018 Page 1 of 9 4 l Massachusetts Department of Environmental Protection Provided by MassDEP: • • Bureau of Resource Protection - Wetlands MassDEP File Number 4 WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Barnstable City/Town A. General Information (continued) 6. General Project Description: Maintenance dredging of Barnstable Harbor Outer and Mid-Entrance Channel as well as the Blish Point Boat Ramp Access Channel with beach nourishment/upland beneficial reuse and/or unconfined offshore disposal of sediments at the Cape Cod Bay Disposal Site (CCBDS). 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. El Single Family Home 2. El Residential Subdivision 3. El Commercial/Industrial 4. ❑ Dock/Pier 5. El Utilities 6. El Coastal engineering Structure 7. El Agriculture(e.g., cranberries, forestry) 8. El 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. El Yes El 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) 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 County Registry of Deeds 307 Millway: C70259, Millway Town Beach: a.County C34154, Sandy Neck Cottage: C3674 Sandy Neck Public Beach: Bk 358 Pg 377 c.Book d.Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. El 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. El 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.2/8/2018 Page 2 of 9 4 Massachusetts Department of Environmental Protection Provided by MaSSDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 Notice of Intent Document Transaction Number ;� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Barnstable City/Town B. Buffer Zone & Resource Area Impacts (temporary& permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement(if any) a. ❑ Bank 1.linear feet 2.linear feet For all projects affecting other b. ❑ Bordering Vegetated Resource Areas, Wetland 1.square feet 2.square feet please attach a narrative c. ❑ Land Under 1.square feet 2.square feet explaining how Waterbodies and the resource Waterways area was 3.cubic yards dredged delineated. Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding . 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced f. ❑ Riverfront Area 1.Name of Waterway(if available) specify coastal or inland 2. Width of Riverfront Area (check one): ❑ 25 ft. -Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects 3.Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc•rev.2/8/2018 Page 3 of 9 4 •l Massachusetts Department of Environmental Protection Provided by MassDEP Bureau of Resource Protection - Wetlands 1 MassDEP File Number I WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 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 Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your ±24,859 SF (Dredging; See receipt page) b. El Land Under the Ocean with all Project Narrative) supplementary ±3,286 CY(Dredging; See information you Project Narrative) submit to the Department. c. Z Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ® Coastal Beaches ±1,518 SF (Dredging) ±2,859 CY ±46,293 SF (Nourishment) 2.cubic yards beach nourishment e. ® Coastal Dunes ±176,893 SF (Nourishment) t15,684 CY 1.square feet 2.cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement(if any) f. ❑ Coastal Banks 1.linear feet g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged j. Z Land Containing 591 SF (Dredging) 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 I. Z Land Subject to 206,169 SF (Nourishment) + Coastal Storm Flowage 30,890 SF (Dewatering Area) 4. ❑ RestorationiEnhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a.number of new stream crossings b.number of replacement stream crossings wpaform3.doc•rev.2/8/2018 Page 4 of 9 4 'l Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number *IT`A y WPA Form 3 - Notice of Intent IDocument Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 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.massclis.state.ma.us/PRI EST HAB/viewer.htm. a. El Yes El No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 017 1 Rabbit Hill Road 2 2 Date of map Westborough,MA 01581 b.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* �. ® Percentage/acreage of property to be altered: 0.32%/4.34 Acres (a)within wetland Resource Area percentage/acreage (b)outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site 2. ® Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work** (a)® Project description (including description of impacts outside of wetland resource area & buffer zone) (b) ❑ Photographs representative of the site * Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review(see http://www.mass.qov/eea/agencies/dfq/dfw/natural-heritage/requlatorv-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.2/8/2018 Page 5 of 9 4 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number jf WPA Form 3 - Notice of Intent Document Transaction Number 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Barnstable City/Town C. Other Applicable Standards and Requirements (cont'd) (c)® MESA filing fee (fee information available at http://www.mass.qov/dfwele/dfw/nhesp/regulatory review/mesa/mesa fee schedule.htm). . Make check payable to"Commonwealth of Massachusetts-NHESP" and mail to NHESP at above address Projects altenng 10 or more acres of land, also submit: (d)❑ Vegetation cover type map of site (e)El 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, http.//www.mass.gov/dfwele/dfw/nhesp/requlatory review/mesa/mesa exemptions.htm; the VOI 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 r.jn? a. El Not applicable—project is in inland resource area only b.® Yes El No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore-Cohasset to Rhode Island border, and North Shore-Hull to New Hampshire border: the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- Southeast Marine Fisheries Station North Shore Office Attn: Environmental Reviewer Attn: Environmental Reviewer 836 South Rodney French Blvd. 30 Emerson Avenue New Bedford, MA 02744 Gloucester, MA 01930 Email: DMF.EnvReview-Southt7a state.ma.us Email: DMF.EnvReview-North(c�state.ma.us 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. wpaform3.doc•rev.2/8/2018 Page 6 of 9 4 Massachusetts Department of Environmental Protection Rr°v'aed by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Barnstable City/Town C. Other Applicable Standards and Requirements (cont'd) 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online Users: a. ® Yes ❑ No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on.Website. document Sandy Neck Barrier Beach System ACEC transaction b.ACEC number (provided on your 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a. ® Yes ❑ No information you submit to the 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. 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.2/8/2018 Page 7 of 9 4 .I Massachusetts Department of Environmental Protection Provided by MassDEP: • Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Document Transaction Number 1 Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 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. Barnstable Outer and Mid-Entrance Channels and Blish Point Boat Ramp Access Channel Dredging Project(Sheets 1-5) Foth Infrastructure and Environment, LLC Michael E. Campagnone, P.E. b.Prepared By c.Signed and Stamped by 4/14/2020 AS NOTED d.Final Revision Date e.Scale f.Additional Plan or Document Title g.Date 5. ❑ If there s 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: Exempt 2.Municipal Check Number 3.Check date Exempt 4.State Check Number 5.Check date 6.Payor name on check:First Name 7.Payor name on check:Last Name wpaform3.doc•rev.2/8/2018 Page 8 of 9 4 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File Number hid WPA Form 3 — Notice of Intent w. Document Transaction Number; Massachusetts Wetlands Protection Act M.G.L. c. 131,.§40 `Barnstable • cityftown F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying _-, plans,documents,and supporting data are true and complete to the best of f my knowledge. I understand -- that the Conservation Commission will place notification of this Notice in a local newspaper at the ' expense of the applicant in accordance with the wetlands regulations,310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application,pursuant to . the requirements of M.G.L.c.131,§40.Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail(return receipt requested)to all abutters within 100 feet of the property line of the project location. • • y !/at7a 1.Signature of Wcant - • • 2.Date ti 11/frit 4, pp6-opf3.4 ` 4 /o=zoia 3.Signalise of Property Owner(if different) - 4.Date - :.CPt:uc 1+7�..e' -1?(a ;,� `4/10/2020 5.otg<renle Or Kepresernaave(n any) - •6.Date • • For Conservation Commission: ' Two copies of the completed Notice of Intent(Form 3),including supporting plans:and documents; two copies of the NOI Wetland Fee Transmittal Form;and thecity/town fee payment,to the Conservation Commission by certified mail or hand delivery. For MassDEP: • One copy of the completed Notice of Intent(Form 3),including supporting plans and documents,one copy of the NOI Wetland Fee Transmittal Form,and a copy of the state fee payment tope- - MassDEP Regional Office(see Instructions)by certified mail o_r hand delivery. Other. if the applicant has checked the`yes'box in any part of Section C,'kern 3 above,refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously.Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. • wpatomt3.doc•rev.2f8 201 B Page o of 9 sz l Massachusetts Department of Environmental Protection ,.). Bureau of Resource Protection -Wetlands .3 NOI Wetland Fee Transmittal Form : Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important:When A. Applicant Information filling out forms on the computer, 1. Location of Project: use only the tab key to move your Barnstable Harbor(Millway Road) Barnstable cursor-do not a.Street Address b.City/Town use the return key. MUNICIPAL FEE EXEMPT c.Check number d.Fee amount s. MI 2. Applicant Mailing Address: IFPXf a.First Name b.Last Name Town of Barnstable, Department of Public Works (do Griffin Beaudoin, P.E. Town Engineer) c.Organization 382 Falmouth Road d.Mailing Address Barnstable MA 02601 e.City/Town f.State g.Zip Code (508) 790-6400 griffin.beaudoin@town.barnstable.ma.us h.Phone Number i.Fax Number j.Email Address 3. Property Owner(if different): a.First Name b.Last Name MA Dept. of Fish &Game-Office of Fishing &Boating Access c.Organization 1440 Soldiers Field Road d.Mailing Address Brighton MA 02135 e.City/Town f.State g.Zip Code (617)727-1843 doug.cameron@state.ma.us h.Phone Number i.Fax Number j.Email Address To calculate B. Fees filing fees,refer to the category fee list and Fee should be calculated using the following process &worksheet. Please see Instructions before examples in the filling out worksheet instructions for filling out WPA Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Form 3(Notice of Intent). 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 1 of 2 ,, l 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 Step Step 4/Subtotal Activity. of Activities 3/Individual Fee Activity Fee MUNICIPAL FEE EXEMPT Step 5/Total Project Fee: MUNICIPAL FEE EXEMPT Step 6/Fee Payments: Total Project Fee: a.Total Fee from Step 5 State share of filing Fee: b.1/2 Total Fee less$12.50 City/Town share of filling Fee: 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.) noifeetf.doc•Wetland Fee Transmittal Form•rev.10/11 Page 2 of 2 10-year Comprehensive Dredge& Nt,"<‘ 0 1111 Beach Nourishment Project Barnstable Harbor&Blish Point Town of Barnstable,MA April 2020 TABLE OF CONTENTS EXHIBIT A Project Narrative EXHIBIT B Locus Map EXHIBIT C FEMA Maps EXHIBIT D Prior Regulatory Authorizations EXHIBIT E Permit Plans EXHIBIT F Abutters List 10-year Comprehensive Dredge& , Beach Nourishment Project \i' LA { ,- Barnstable Harbor&Blish Point Town of Barnstable,MA April2020 EXHIBIT A PROJECT NARRATIVE i‹. . . Ni a 15 Creek Road•Marion,MA 02738 (508)748-0937•(800)668-3220 www.foth.com EXHIBIT A PROJECT NARRATIVE MAINTENANCE DREDGING BARNSTABLE HARBOR ENTRANCE & BLISH POINT BOAT RAMP ACCESS CHANNELS BARNSTABLE, MASSACHUSETTS I. PROJECT OVERVIEW The Town of Barnstable (Town), through the Department of Public Works, is proposing to conduct maintenance dredging within the existing authorized Barnstable Harbor Outer and Mid-Entrance Channels and the Blish Point Boat Ramp Access Channel. The existing navigation channels are located within Barnstable Harbor and adjacent to Blish Point. For decades, maintenance dredging has been historically required on a frequent basis to ensure continued safe navigation and access within Commonwealth waters. Due to the similar frequencies required to maintain the three existing authorized channels, the Town is looking to obtain a 10-year authorization for dredging and disposal activities for all three channel areas under one set of local, state and federal permits. The proposed project will consist of the mechanical or hydraulic dredging of the navigation channels to their authorized depth of-6.0 feet Mean Low Water (MLW) with a one (1) foot allowable overdredge to -7.0 feet MLW and approximate 3H:1V sideslopes. Concurrent to local, state and federal permitting efforts being pursued, the Town is also seeking suitability determinations as required to utilize various disposal options for dredge sediments. Disposal options will consist of the unconfined offshore disposal at the Cape Cod Bay Disposal Site (CCBDS), beach nourishment at public beach areas (Millway Beach, Sandy Neck Beach and Sandy Neck Cottage Area) as well as beneficial reuse/disposal at suitable upland sites. Authorization for the proposed disposal options is subject to the review/approval of sediment testing data by both the MA Department of Environmental Protection (MADEP) and US Army Corps of Engineers (USACE). II. PROJECT PURPOSE The purpose of the proposed project is to seek all local,state and federal regulatory approvals so that the Town can conduct maintenance dredging of the three navigation channels that exist in Barnstable Harbor and at Blish Point. Collectively, all three channels are inter-dependent upon each other and require frequent maintenance on a ±1 to 5 year basis to ensure continued safe public access and use of Commonwealth waters. III. SITE DESCRIPTION&DREDGE HISTORY The project site is located within Barnstable Harbor and adjacent to Blish Point in Barnstable, MA (See Exhibit B, Locus Map). Barnstable Harbor is a natural harbor that is sheltered by Sandy Neck to the north and the Town of Barnstable to the south. The harbor is located 10 miles eastward of the Cape Cod Canal entrance and provides the approach to the north side of the Town of Barnstable. Navigation into/out of Barnstable Harbor is provided by the established Entrance Channel that is marked by buoys. This channel provides access to/from the Inner Harbor and the Blish Point Public Access Facility which supports Maintenance Dredging Barnstable Harbor&Blish Point < .Combined 401 WQC-Chapter 91 Permit \ � Town of Barnstable,MA April 2020 Page 2 recreational,commercial and transient boating activities as well as private commercial marine operations and services. Blish Point creates the south-southeast shoreline of Barnstable Harbor and includes Millway Beach. The MA Office of Boating&Public Access(MAOFBA)is the owner of the Blish Point Public Access Facility which includes a public boat ramp and parking area for boat trailers and vehicles. This facility is managed by the Town and provides year-round recreational and commercial vessel access into Barnstable Harbor. The Blish Point boat ramp is one of only five public launching areas available along the entire north side of Cape Cod from Sandwich to Provincetown. Based upon statistics provided by the Town, the boat ramp facility has approximately±1,750 users on an annual basis. Annual revenue generated by fees collected by the Town at the Blish Point MAOFBA Facility are used for the maintenance and management of the facility. According to the Town, the annual revenues collected over the past 4 years and including 2020 to-date are summarized below. Fiscal Year Annual Revenue FY 2016 $33,466.00 FY 2017 $25,756.00 FY 2018 $31,078.00 FY 2019 $27,599.00 FY2020* $14,913.00 *year to date Using Mean Low Water as a reference datum (MLW=0.0),the Mean High Water(MHW)and Annual High Tide(HTL)elevations(El.)within Barnstable Harbor are+9.5 feet and+12.4 feet, respectively. Barnstable Harbor is located within FEMA Zone VE El. 15.0 feet NAVD88. FEMA flood elevations are based upon the effective date of July 16, 2014(see Exhibit C). Details pertaining-to the dredging history of the Barnstable Outer and Mid-Entrance Channels and Blish Point Boat Ramp Access Channel are provided below. Barnstable Harbor Outer & Mid-Entrance Channels: Based upon record documents and information found to be available, the Entrance Channel was first dredged under MA DPW Contract #535 in 1938. Subsequent dredging efforts were performed by the State in 1962 (MA DPW Contract#2376), 1974(MA DPW Contract#2779)and 1998(MA DEM Contract#3356-D). Following the 1998 event by the State,the Town assumed the direct responsibility for performing maintenance dredging during the 2005-06, 2008- 09 and 2015-16 seasons with the most recent effort being completed in December 2017. The existing Entrance Channel has a total footprint area of±124,800 SF(±2.9 acres). The channel is±60 feet wide and has an authorized navigation depth of 6 feet below Mean Low Water (MLW). The channel commences from just south the Blish Point Public Access Boat Ramp and extends seaward a distance of approximately ±2,080 feet. The Entrance Channel is sub-divided into "Outer" and "Mid" sections due to the physical characteristics of dredge sediments. Outer Entrance Channel sediments have historically consisted of beach quality sand that is suitable for the purpose of beneficial reuse as nourishment at public beaches which have included Millway Beach, Sandy Neck Public Beach and the Sandy Neck Cottage Area. Sediments within the Mid Entrance Channel have historically yielded clean (uncontaminated) sediments that have been too fine- Maintenance Dredging -n — Barnstable Harbor&Blish Point Combined 401 WQC-Chapter 91 Permit Town of Barnstable,MA April 2020 Page 3 grained for reuse as nourishment at public beach areas, and therefore, have required upland/offshore disposal. Maintenance dredging of the Outer and Mid-Entrance Channels is frequently required and performed by the Town on a ±5 year basis. The Barnstable Harbor Outer and Mid-Entrance Channels were last dredged by the Town in 2017 under a combined effort, and a total of 5,350 cubic yards (CY) of sediments were mechanically dredged and disposed offshore at the CCBDS. Prior to this event, however,the Outer Entrance Channel was routinely dredged by the Barnstable County Dredge (BCD) using hydraulic methods with sediments being reused for nourishing public beach areas at Millway Beach, the Sandy Neck Public Beach and the Sandy Neck Cottage Area. The BCD also routinely conducted the maintenance dredging of the Mid-Entrance Channel using hydraulic methods prior to the last dredging event performed in 2017. Due to the fine-grained nature of sediments dredged from the Mid-Entrance Channel,they were previously pumped into the Blish Point Dredge Sediment Containment Basin (BPDSCB). The BPDSCB consisted of an existing dune area that was located immediately adjacent to the harbor and used to temporarily store fine-grained (uncontaminated/clean) dredge sediments removed from the Mid-Entrance Channel. Upon each subsequent maintenance event,dewatered sediments were excavated and hauled to an approved upland location to free up capacity within the BPDSCD to receive the next round of dredge sediments. Based upon available records, the BPDSCB was first used in the 1970s and periodically through 2015 when it became unserviceable due to storm damage/erosion of the dune that occurred during the winters of 2012 and 2013. Due to the loss of the BPDSCB, the preferred/most cost effective disposal alternative for sediments dredged from the Mid-Entrance Channel is through the utilization of the CCBDS. The maintenance dredging of the Outer Entrance and Mid-Entrance Channels was last authorized under the regulatory approvals identified in Table 1. Copies of all original authorizations, amendments and modifications are provided in Exhibit D. A summary of the maintenance dredging and reuse/disposal activites as conducted under these permit authorizations are presented in Table 2. Blish Point Boat Ramp Access Channel: The existing Boat Ramp Access Channel has a total footprint area of±2,040 SF. The channel is±24 feet wide and authorized to a navigational depth of 6 feet below MLW. The channel commences at the seaward-most end of the boat ramp and extends a distance of approximately ±85 linear feet (LF) where it ties into the Barnstable Harbor Mid-Entrance Channel. The channel was first authorized and dredged by the Town in 2012-13 to improve navigable access from the Blish Point Public Access Boat Ramp to the Barnstable Harbor Entrance Channel. Sediments removed from the improvement dredging conducted in 2012-13 were too fine-grained to be beneficially reused for the purpose of nourishment, and sediments were deemed suitable for: unconfined offshore disposal at CCBDS (without biological testing); beneficial upland reuse as fill at the Town's shooting range and the Robert Child's Waste Reclamation Facility; and daily cover at the Town of Bourne Public Landfill. Table 3 below summarizes the local, state and federal regulatory approvals that were issued for this project. It is notedt that the MADEP Chapter 91 Waterways dredge permit and USACE permit are both currently valid for conducting maintenance dredging of the access channel. However, an updated round of sediment sampling and analyses is required to obtain approval for sediment disposal at the CCBDS and a new MADEP 401 Water Quality Certification which has expired. Copies of all existing permits are provided in Exhibit D. Maintenance Dredging Barnstable Harbor&Blish Point <� Combined 401 WQC-Chapter 91 Permit Nei FOt Town of Barnstable,MA April 2020 Page 4 Table 1: Summary of Most Recently Issued Regulatory Approvals Issued for Maintenance Dredging Barnstable Harbor Outer Entrance&Mid-Entrance Channels Permit/ Permit/ Issuance Expiration Approval Approval No. Date Date Amendments/Modifications MEPA ENF Certificate/ EOEA 13408 11/9/2006 N/A N/A Notice of Project Change OOCs extension to 05/23/2018 confirmed by BCC via email dated 12/04/2012; Dewatering of Outer Entrance Channel sediments at Blish Point as required for hauling to Sandy Neck Public Beach Facility for beneficial reuse approved by BCC under revised plan request on Local Order of 9/29/2015; 5E3-4582 11/28/2006 5/23/2018* Conditions Amendement issued on 07/01/2016 for unconfined offshore disposal of Mid-Entrance Channel sediments at CCBDS;and Unconfined offshore disposal of OuterEntrance Channel sediments at CCBDS approved by BCC under revised plan request on 09/12/2017. SOC extension to 05/23/2018 issued on 01/13/2015; Dewatering of Outer Entrance Channel sediments at Blish Point as required for hauling to Sandy Neck Public Beach Facility approved by DEPSERO via email 10/7/2015; DEP Superceding 5E3-4582 10/29/2007 5/23/2018* Order of Conditions Amendment issued on 11/07/2016 for unconfined offshore disposal of Mid-Entrance Channel sediments at CCBDS;and Amendment issued on 09/13/2017 for unconfined offshore disposal of Outer Entrance Channel sediments at CCBDS. W057766 3/7/2005 SEE AMEND#1 Amend#2-Modification of TOY issued 6/26/2008; (Original Cert) MADEP 401 Amend#4(incl.modification to Ch 91 Permits#10962&10244)issued 09/13/2017 for Water Quality unconfined offshore disposal of Mid-Entrance Channel sediments at CCBDS;and Certification W097810 11/7/2007 12/31/2018** (Amend#1) Amend#5(incl.modification to Ch 91 Permits#10962&10244)issued 08/21/2017 for unconfined offshore disposal of Outer Entrance Channel sediments at CCBDS. MADEP Chapter 91 10244 3/18/2005 SEE AMEND#11962 See 401 WQC amendments#4&#5 for combined authorization to Chapter 91 Dredge Permits Dredge Permit 11962(amendment) 6/18/2008 3/18/2019n #11962&10244. Permit Modification issued on 11/08/2016 for unconfined offshore disposal of Mid-Entrance Channel sediments at CCBDS;and USACE Permit NAE-2004-4187 7/8/2008 12/31/2018 Permit Modification issued 09/28/2017 for unconfined offshore disposal of Outer Entrance Channel sediments at CCBDS. Modification issued on 08/18/2016 for unconfined offshore disposal of Mid-Entrance Channel sediments at CCBDS;and MA C2M N/A 6/26/2008 N/A Federal Consistency Modification issued 09/12/2017 for unconfined offshore disposal of Outer Entrance Channel sediments at CCBDS. 'includes 4 years automatic extension under Permit Extension Act. "Expiration date is contignent upon USACE permit expiration Maintenance Dredging Barnstable Harbor&Blish Point Combined 401 WQC-Chapter 91 Permit V.<l 0 CI 4/) Town of Barnstable,MA April 2020 Page 5 Table 2: Summary of Work Performed Under Most Recently Issued Regulatory Approvals Issued for Maintenance Dredging Barnstable Harbor Outer Entrance&Mid-Entrance Channels* Dredge Method Work Performed/ Quantity Sediment Receiving/ Season Location (CY) Disposal Site 2005-06 Hydraulic Maintenance Dredging 5,000 Millway Beach Barnstable County Outer Entrance Channel Dredge(BCD) (to-5' MLW) 2008-09 Hydraulic Maintenance Dredging 8,800 Sandy Neck Cottage Area Barnstable County Outer Entrance Channel Dredge(BCD) Maintenance Dredging 4,900 Blish Point Dredge Mid-Entrance Channel Sediment Containment Basin (BPDSCB) 2015-16 Hydraulic Maintenance Dredging 8,500 Sandy Neck Public Beach Barnstable County Outer Entrance Channel Dredge(BCD) 2017 Mechanical Maintenance Dredging 5,350 Unconfined Offshore Private Contractor Outer&Mid-Entrance Disposal at the Cape Cod Channels Disposal Site(CCBDS) *All work performed authorized under permits/approvals presented in Table 1. Table 3: Summary of Permits/Approvals Issued for Dredging the Blish Point Boat Ramp Access Channel. Permit/Approval Permit/Approval No. Issuance Expiration Date Date Order of Conditions SE3-5019 08/06/2012 08/06/2019* MADEP 401 Water Quality Transmittal No. 09/17/2012 09/17/2017 Certification X251991 MADEP Chapter 91 Dredge Permit 13355 10/09/2012 10/09/2022* USACE Permit NAE-2012-00990 09/13/2012 09/13/2022** *includes 4 years automatic extension under Permit Extension Act. **maintenance is authorized provided upland disposal site is utilized for dredge sediments;separate authorization required if sediments to be disposed offshore. Maintenance Dredging - Barnstable Harbor&Blish Point . Combined 401 WQC-Chapter 91 Permit `� //, Fitt Town of Barnstable,MA V April 2020 Page 6 IV. PROPOSED WORK The proposed project will include the maintenance dredging of three established navigation channels that are located in Barnstable Harbor and adjacent to Blish Point with sediments being reused/disposed at various locations including the CCBDS, public beach areas and suitable upland locations. The permits issued for the proposed project will allow the Town the ability to perform maintenance on a frequent, periodic basis and as necessary to ensure safe public access use of and access to the harbor. Authorization of multiple disposal options for sediments will help ensure that channel areas can be dredged collectively or separately and allow the Town to conduct projects in a manner that is the most environmentally and economically responsible. Concurrent to permitting efforts, the Town will be conducting the necessary sampling and testing as required to determine the suitability of sediments for the various disposal options under consideration for the proposed project. A Sampling and Analysis Plan (SAP) request has been submitted to the USACE and is presently under agency review. Sampling and testing efforts will be performed in accordance with the approved SAP issued. The proposed work to be performed within each navigational channel is presented below. Barnstable Harbor Outer Entrance Channel: The total footprint of the existing Outer Entrance Channel is ±67,500 square feet (SF) in area. The channel is 6-feet deep by 60-feet wide and extends a distance of approximately ±1,125 linear feet (LF) from STA 17+75 to STA 29+00 (see Exhibit E, Permit Plans). The. proposed maintenance dredging of the Outer Entrance Channel will be performed within previously. authorized limits and depths using either hydraulic or mechanical methods to-6 feet MLW and including a 1-foot allowable overdredge(OD)to-7 feet MLW and 3H:1V sideslopes. The last maintenance dredging of the Outer Entrance Channel was completed by the Town in December 2017. This effort was limited in. capacity and was necessary to removed shoals that were missed by the Barnstable County Dredge (BCD) as part of the maintenance dredging performed using hydraulic methods in 2015-16. A recent hydrographic survey of the Outer Entrance Channel was performed on January 14, 2020, approximately 2 years after the last dredging event. As shown on the Dredge Plan provided in Exhibit E, the Outer Entrance Channel is beginning to shows sign of shoaling primarily along the westerly edge. This shoaling consists of a total volume of±2,184 CY, including a 1-foot allowabive OD and 3H:1V sideslopes. Given the typical ±5-year maintenance frequency that is required for navigational safety at this site, the next dredge cycle is anticipated to occur during the 2022 season at which time the total dredge volume is anticipated to be up to ±10,000 CY considering the historical quantities that have been previously removed on a±5-year maintenance cycle. Based upon previously performed dredging cycles, sediments removed from the Outer Entrance Channel are anticipated to consist of sand that is suitable for beneficial reuse as nourishment at publically-owned and managed beach areas including Millway Beach, Sandy Neck Public Beach and Sandy Neck Cottage Area. These three beach areas have previously received dredge sediments from the Outer Entrance Channel as most recently authorized by the permits shown in Table 1. The nourishment activities performed under these permits are summarized below in Table 4. The proposed nourishment footprints and associated template capacities are summarized in Table 5 below with corresponding plans and typical Maintenance Dredging Barnstable Harbor&Blish Point Combined 401 WQC-Chapter 91 Permit C Via' LJ �` Town of Barnstable,MA April 2020 Page 7 cross sections provided in Exhibit E. The proposed nourishment activities consist of the footprint limits last authorized along with modifications as noted. Table 4: Most Recently Authorized Beach Nourishment Sites that have Beneficially Reused Dredge Sediments from the Outer Harbor Entrance Channel*. Nourishment Site Year Millway Beach 2005-06 Sandy Neck Cottage Area 2008-09 Sandy Neck Public Beach 2015-16 *Nourishment activities authorized under permit authorizations summarized in Table 1. Table 5: Proposed Shoreline Areas to be Authorized for Beneficially Reusing Dredge Sediments from the Outer Harbor Entrance Channel. Nourishment L W Total Total •• Max. Max. Notes/Comments Site Footprint Footprint Nourishment Nourishment Area Area Volume Volume Below Below MHW MHW (ft) (ft) (SF) (SF) (CY) (CY) Millway ±900 V ±53,800 ±15,324 ±3,322 ±701 Maintenance Beach Sandy Neck ±900 ±80 ±66,722 0 ±7,540 0 Maintenance footprint Public Beach with increase in top of fill EL.from EL.21'and EL.25'to EL.22'to EL. 26' MLW Sandy Neck V V ±102,664 0 ±7,681 0 Maintenance footprint Cottage Area with increase in top of fill from EL.13'to EL. 14'-15'MLW Total ±223,186 ±16,012 ±18,543 ±354 V=varies Maintenance Dredging Barnstable Harbor&Blish PointT. 37 Combined 401 WQC-Chapter 91 Permit C Town of Barnstable,MA April 2020 Page 8 In addition to re-evaluating the Outer Entrance Channel sediments for nourishment purposes, the Town will be conducting the required analyses necessary to evaluate the suitability of sediments for unconfined offshore disposal at the CCBDS and beneficial reuse at upland sites. This will provide the Town with alternative disposal/reuse options should beach areas not have adequate capacity available to receive dredge sediments or if specific circumstances require the use of alternative disposal location(s) similar to what occurred in 2017. (It is noted that the proposed maintenance dredging of the Outer Entrance Channel and beneficial reuse of sediments at Millway Beach, Sandy Neck Public Beach and the Sandy Neck Cottage Area will also be included in the Town's 10-year Comprehensive Dredge Plan which is currently awaiting the federal approval of the required sediment Sampling and Analysis Plan (SAP). Due to the significant size of the comprehensive dredge project, the timeline anticipated to implement the SAP and complete the local,state and federal permit review procees may not allow for the Town to have the ability to perform next maintenance dredge cycle which is anticipated in 2022. As such, the dredging and nourishment activities proposed herein are redundant to those being proposed as part of the 10-year Comprehensive Dredge Plan to ensure that the Town has permits in place to perform the next required cycle of maintenance dredging of the Outer Entrance Channel.) Barnstable Harbor Mid-Entrance Channel: The total footprint of the exisiting Mid-Entrance Channel is ±57,300 SF area. The channel is 6-feet deep by 60-feet wide channel and extends a distance of approximately ±955 linear feet (LF) from STA 8+20 to STA 17+75 (see Exhibit E, Permit Plans). The proposed maintenance dredging of the Mid-Entrance Entrance Channel will be performed within previously authorized limits and depths using either hydraulic or mechanical methods with dredging being performed to-6 feet Mean Low Water(MLW)and including a 1-foot allowable overdredge(OD)to-7 feet MLW and 3H:1V sideslopes. Dredge sediments removed from the Mid-Entrance Channel have historically been clean (uncontaminated) but too fine-grained to be beneficially reused for the purpose of nourishment. From the 1970s to 2009, sediments were hydraulically pumped into the BPDSCB for. dewatering/temporary storage. As part of those events, dewatered sediment that were removed from the BPDSCB to make room for sediments dredged as part of the next maintenance cycle were trucked off- site and reused as fill at the Robert Child's Waste Reclamation Facility in West Dennis, MA. The BPDSCB is no longer a viable dewatering/containment site due to storm damage and erosion that occurred to the dune during the winters of 2012 and 2013. The last maintenance dredging of the Mid-Entrance Channel was completed by the Town in December 2017 with sediments being disposed offshore at the CCBDS. A recent hydrographic survey of the Mid-Entrance Channel was performed on January 14, 2020, approximately 2 years after the last dredging event. As shown on the Dredge Plan provided in Exhibit E, the Mid-Entrance Channel is beginning to show limited signs of shoaling primarily along the eastern edge. This shoaling consists of total volume of±726 CY, including a 1-foot allowablve OD and 3H:1V sideslopes. Given the typical ±5-year maintenance frequency that is required for navigational safety at this site, the next cycle is anticipated to occur in 2022. The total dredge volume is therefore anticipated to increase to about ±5,000 CY which is similar to historical quantities that have been removed on a ±5-year maintenance cycle. Maintenance Dredging — Barnstable Harbor&Blish Point < �^ Combined 401 WQC-Chapter 91 Pe-mit C 0 Town of Barnstable,MA April 2020 Page 9 Blish Point Boat Ramp Access Channel: As shown on the Dredge Plan provided in Exhibit E, the entire access channel has filled-in,z nd there is very limited water depth existing during periods of low tide. This channel requires periodic maintenance dredging on a ±1 to 3 year basis and is presently overdue. The proposed maintenance dredging of the Boat Ramp Access Channel will be performed using either mechanical or hydraulic methods and is anticipated to consist of an estimated ±658 cubic yards (CY), including a 1-foot allowable OD and 3H:1V sideslopes. Given the past-due status of the maintenance dredging at this location,future efforts are not anticipated to exceed the current volume estimate. Table 6 below presents a summary of the existing navigational channel footprint areas, dredge areas and associated volumes based on survey data obtained in January 2020 along with the maximum volumes anticipated to be dredged per maintenance cycle as established for each channel area. The maximum volumes per cycle are based upon prior quantities dredged over similar maintenance frequency. Table 6: Summary of Channel Footprints&Maintenance Dredge Areas&Quantities Dredge Site Total Typical January 2020 Max. Dredge Channel Maintenance Hydrographic Survey Volume2/Cycle3 Footprint DredgeCycle Area Dredge Dredge Area1'3 Volume (SF) (YRS) (SF) (CY) (CY) Outer Entrance ±67,500 ±5 ±17,184 ±2,184 ±10,000 Channel Mid Entrance ±57,300 ±5 ±3,517 ±726 ±5,000 Channel Blish Point Boat Ramp Access ± 2,040 ±1-3 ±5,676 ±658 ±658 Channel llncludes 3H:1V sideslopes • 21ncludes 1 ft allowable OD and 3H:1V sideslopes 3Dredge area per maintenance cycle will vary based upon sediment in filling that occurs between events. All dredging will be performed within the authorized navigation channel footprint and will include 3H:1V sideslopes. V. DREDGE SEDIMENT CHARACTERISTICS Dredge sediment characteristics are anticipated to be similar to those that have been historically encountered during prior maintenance dredging efforts conducted. Sediments dredged from the Outer Entrance Channel have consisted of clean beach quality sand, whereas those dredged from the Mid- Entrance Channel and Blish Point Boat Ramp Access Channel have consisted of clean (uncontaminated) silty sand. Dredge sediments are required to be evaluated in accordance with regulations that govern the handling, management and reuse/disposal of dredge materials as specified in the April 2004 USEPA Regional Implementation Manual for the Evaluation of Dredge Material Proposed for Disposal in New Maintenance Dredging Barnstable Harbor&Blish Point �' 1.! P Combined 401 WQC-Chapter 91 Permit ©Town of Barnstable,MA - April 2020 Page 10 England Waters" ("RIM") and in accordance with state regulations for beneficial reuse of dredged sediments as per 314 CMR 9.00(401 Water Quality Certification for Discharge of Dredged or Fill Material, Dredging and Dredge Material Disposal in Waters of the United States Within the Commonweal of MA) and Policy COMM-97-001 (Reuse and Disposal of Contaminated Soil at MA Landfills). A Sampling and Analysis Plan (SAP) request has been submitted the USACE and is presently under agency review. Implementation of the approved SAP once issued will allow for the evaluation of the following: ✓ Suitability for the beneficial reuse of sediments removed from the Barnstable Harbor Outer Entrance Channel as nourishment at Millway Beach, Sandy Neck.Public Beach, and Sandy Neck Cottage Area; ✓ Suitability for the upland reuse/disposal of sediments removed from the Barnstable Harbor Outer Entrance and Mid-Entrance Channels and the Blish Point Boat Ramp Access Channel;and ✓ Suitability for the unconfined offshore disposal of sediments removed from the Barnstable Harbor Outer Entrance and Mid-Entrance Channels and the Blish Point Boat Ramp Access Channel at the Cape Cod Bay Disposal Site (CCBDS). Individual core samples will be collected within the three channel areas at the locations specified in the approved SAP. Using a vibrocore rig, all cores will be taken to the proposed 1-foot allowable overdredge depth of-7.0 feet MLW. In additiona to dredge sediment sampling efforts, individual grab samples will be collected from the three beach sites that are proposed receiving sites for nourishment. Grab samples are required to confirm that existing beach sediments are compatible with sediments that will be dredged from the Barnstable Harbor Outer Entrance Channel. All sediment testing data will be submitted to MADEP and the USACE for review and so that reuse/disposal options can be authorized. VI. DREDGE ALTERNATIVES ANALYSIS The proposed project consists of the maintenance dredging of three existing navigational channels that are located in Barnstable Harbor. No modifications to the channel limits or depths are currently proposed or required to support vessel use and restore safe navigation within harbor. Several sediment disposal alternatives are proposed and consistent with those that have been previously authorized by permits most recently issued for the Barnstable Harbor Outer and Mid-Entrance Channels and the Blish Point Boat Ramp Access Channel. Based upon the review of the efforts performed by the Town over the past 15 years and the need for disposal site modifications over time for the Entrance Channel, authorization of multiple options for sediment management/disposal will help ensure that channel areas can be dredged collectively or separately and allow the Town to conduct work in a manner that is the most environmentally and economically responsible. The proposed disposal alternatives are summarized below with respect to each channel location. Approval of the proposed sediment disposal alternatives herein are contingent upon review of sediment testing data by MADEP and the USACE. BARNSTABLE HARBOR OUTER&MID-ENTRANCE CHANNELS Outer Entrance Channel: Historically, sediments dredged from the Outer Entrance Channel have been deemed suitable and utilized for nourishing Town-owned beach areas,and this is the preferred alternative Maintenance Dredgingf Barnstable Harbor&Blish Point Combined 401 WQC-Chapter 91 Permit Town of Barnstable,MA April 2020 Page 11 once again for the proposed project. As part of the sediment analyses conducted for the proposed project,the Town will also be evaluating the suitability of sediments for both unconfined offshore disposal at the CCBDS and disposal/reuse at upland sites and as daily cover at MA permitted landfill(s). This approach will allow for the identification and approval of alternative disposal/reuse options should beach areas not have adequate capacity available to receive dredge sediments or if specific circumstance(s) justify the use of alternative disposal location(s) such as those encountered during the last maintenance dredging effort performed in 2017 where a minor, clean-up effort was required and combined with the dredging of the Mid-Entrance Channel. Depending on the volume at the time of each dredging event, upland reuse options can result in much higher costs to the Town than offshore disposal at the CCBDS given the limited area available for the dewatering/handling of sediments at the project site, the anticipated associated costs with constructing a temporary dewatering area and trucking sediments to off-site upland locations. Upland disposal options also will have an impact on the surrounding residential area due to the trucking component associated with this alterative. Up to 660 truck trips would be necessary to haul ±10,000 CY which is the maximum dredge volume anticipated to be removed from the Outer Entrance Channel. A full evaluation of nourishment site capacity, project costs and construction impacts will need to be assessed by the Town prior to selecting the most environmentally and economically beneficial disposal alternative for each dredging event. Mid-Entrance Channel: Historically, dredge sediments removed from the Mid-Entrance Channel have been too fine-grained to bereficially reuse for nourishing Town-owned beaches. As such,sediments were hydraulically pumped into the BPDSCB for dewatering/temporary storage for several decades. The BPDSCB, however, is no longer avaialble due to storm damage and erosion that occurred at this location in 2012 and 2013. As part of the sediment analyses conducted for the proposed project,the Town will be assessing the suitability of sediments for both unconfined offshore disposal at the CCBDS and disposal/reuse as fill at suitable upland sites and as daily cover at MA permitted landfill(s). The last maintenance dredging of the Mid-Entrance Channel was completed by the Town in December 2017 with sediments being authorized for offshore disposal at the CCBDS without biological testing. Depending on the volume at the time of each dredging event, upland reuse options can result in much higher costs to the Town than offshore disposal at the CCBDS given the limited area available for the dewatering/handling of sediments at the project site, the anticipated associated costs with constructing a temporary dewatering area and trucking sediments to off-site upland locations. Upland disposal options also will have an impact on the surrounding residential area due to the trucking component associated with this alterative. Up to 330 truck trips would be necessary to haul ±5,000 CY which is the maximum dredge volume anticipated to be removed from the Mid-Entrance Channel. A full evaluation of project costs and construction impacts will need to be assessed by the Town prior to selecting the most environmentally and economically beneficial disposal alternative for each dredging event. BUSH POINT BOAT RAMP ACCESS CHANNEL The permits issued in 2012 for the improvement dredging (new) of the Blish Point Boat Ramp Access Channel authorized unconfined offshore disposal of sediments at the CCBDS without biological testing and upland beneficial re-use of dredge sediments for the construction of a noise attenuation berm at Town's Shooting Range, fill at the Robert Childs Waste Reclamation Facility in Dennis, MA and for daily cover at the Town of Bourne Public Landfill. Based upon grain size analyses previously conducted,channel Maintenance Dredging Barnstable Harbor&Blish Point [h] Combined 401 WQC-Chapter 91 Permit <` / 5..1 Town of Barnstable,MA April 2020 Page 12 sediments were deemed too fined grained to be utilized for beach nourishment and similar characteristics are anticipated to be encountered for the proposed project. As part of the sediment analyses conducted for the proposed project, the Town will be evaluating the suitability of sediments for the unconfined offshore disposal of sediments at the CCBDS and upland beneficial reuse options. Provided that dredging is conducted within the required ±1 to 3 year maintenance cycle, sediment quantities are anticipated to be between ±350 and 500 CY. The access channel currently requires the removal of±658 CY since the maintenance cycle is past due. Given this limited quantity,the on-site dewatering and off-site trucking of sediments to upland location(s) for beneficial reuse may be the preferable disposal alternative, particularly if sediments cannot be deemed suitable for offshore disposal at CCBDS solely based upon bulk chemical data and/or if this location is dredged as its own project and not combined with the maintenance efforts of the Outer and/or Mid-Entrance Channels. A full evaluation of project costs and construction impacts will need to be assessed by the Town prior to selecting the most environmentally and economically beneficial disposal alternative for each dredging event. VII. REQUIRED REGULATORY APPROVALS The proposed maintenance dredging will be performed within the previously established channel depths/limits and proposed beach nourishment at Millway Beach, Sandy Neck Public Beach and Sandy Neck Cottage Area will be performed within previously established footprints. As such,the proposed work herein is considered "Routine Maintenance" as defined under 301 CMR 11.02(2) and categorically not subject to further MEPA review as per 301 CMR 11.01.2(b)3. The proposed maintenance dredging of the Outer and Mid-Entrance Channels and beach nourishment activities were last reviewed by MEPA under EEA#13408 in 2004 and through a Notice of Project Change filed in 2006 at which time the Secretary of Energy and Environmental Affairs (EEA) authorized the project to proceed without the preparation of an Environmental Impact Report. Prior dredging efforts were also reviewed by MEPA under EEA #12008 (1999),#9522(1993),#8377(1990)and#5553(1985). It is noted that the dredging of the Blish Point Boat Ramp Access Channel did not warrant MEPA review as part of the permitting process that was performed in 2012 since impacts were below review thresholds. With no MEPA review required, the proposed project can proceed into permitting. In addition to obtaining a MADEP Combined 401 Water Quality Certification—Chapter 91 Waterways Dredge Permit, the following regulatory approvals are anticipated to be required for the proposed project. ✓ Order of Conditions and NHESP MESA Determination Review (through filing of Notice of Intent) ✓ U.S.Army Corps of Engineers Permit ✓ MA Coastal Zone Management Federal Consistency VIII. ASSESSMENT OF RESOURCE AREA IMPACTS ❖ Coastal Resource Areas The proposed project is a water-dependent project that has been designed, and will be performed, using the best available measures to minimize adverse impacts to the resource areas defined under the MA Wetlands Protection Act(MA WPA). The proposed project consists of maintenance dredging of previously Maintenance Dredging Barnstable Harbor&Blish Point FCA-� Combined 401 WQC-Chapter 91 Permit <. Town of Barnstable,MA April 2020 Page 13 authorized areas and depths within the existing Barnstable Harbor Outer and Mid-Entrance Channel and Blish Point Boat Ramp Access Channel. Coastal wetland resource areas that exist at the proposed maintenance dredging locations and beach nourishment sites are anticipated to include: Land Under the Ocean (LUO), Barrier Beach,Coastal Beach,Coastal Dune, Land Containing Shellfish (LCS), Land Subject to Coastal Storm Flowage (LSCSF) and 50-foot and 100-foot Buffer Zones. The limits of existing coastal resource areas are delineated on the plans provided in Exhibit E. The paragraphs presented below provide the following information: ✓ Identification and definition of each coastal wetland resource areas to be impacted by the proposed maintenance dredging and nourishment; ✓ An assessment of the magnitude of anticipated dredging and nourishment impacts on each coastal wetland resource area; and V Discussion on how the proposed maintenance dredging and nourishment meets the performance standards for each coastal wetland resource area impacted. Land Under the Ocean(310 CMR 10.25) Land Under the Ocean (LUO) is defined as "land extending from the mean low water line seaward to the boundary of the municipality's jurisdiction and includes land under estuaries". LUO, particularly the nearshore area, is presumed significant to the protection of marine fisheries, protection of wildlife habitat, storm damage prevention and flood control (310 CMR 10.25). LUO impacts resulting from proposed maintenance dredging in all three channel areas are summarized in Table 7 below. Table 7: Estimated LUO Impacts from the Proposed Maintenance Dredging of Barnstable Harbor Outer and Mid-Entrance Channels&Blish Point Boat Ramp Access Channel* Location Areal Volume2 (SF) (CY) Outer Entrance Channel ±17,184 ±2,184 Mid-Entrance Channel ±3,517 ±726 Blish Point Boat Ramp Access Channel ±4,158 ±376 1 Total ±24,859 ±3,286 *Estimated area and volumes reflect January 2020 survey conditions llncludes 3H:1V sideslopes zlncludes 1-foot allowable overdredge and 3H:1V sideslopes It is noted that the Outer and Mid-Entrance Channels do not exhibit conditions that require dredging at this time as illustrated on the Dredge Plan provided in Exhibit E. Both channels were last dredged by the Town in 2017 and require maintenance on ±5 year cycle. The next maintenance event is not anticipated Maintenance Dredging Barnstable Harbor&Blish Point 44 Combined 401 WQC-Chapter 91 Permit , Town of Barnstable,MA April 2020 Page 14 until 2022, and as such, both of these channel areas will continue to shoal in over this time. Accordingly, impacts to LUO will increase and vary between maintenance cycles as the resulting impacts are a function of the sediment in-filling that occurs between events. All maintenance dredging will be performed within the limits of the established channel footprints which include 3H:1V sideslopes and a 1-foot allowable overdredge. Areas of LUO impacted will consist of those that have been previously and will continue to be disturbed as part of future maintenance efforts that are performed at the frequencies identified for maintaining safe navigation. Based on available record data, it is anticipated that up to a maximum of ±5,000 CY and ±10,000 CY will be dredged from the Mid-Entrance and Outer Entrance Channels, respectively on a±5-year basis,and these volumes will be removed from within LUO. There are no impacts to LUO resulting from proposed beach nourishment activities. As described below,the proposed maintenance dredging activities meet LUO performance standards and will not affect the ability this resource area to perform the functions in accordance with 310 CMR 10.25 (4) and (6): According to 310 CMR 10.25 (4), "maintenance dredging for navigational purposes affecting land under the ocean shall be designed and carried out using the best available measures so as to minimize adverse effects on such interests caused by changes in productivity which will result from the suspension or transport of pollutants, increase in turbidity, the smothering of bottom organisms, the accumulation of pollutants by organisms, or the destruction of marine fisheries habitat or wildlife habitat". All of the proposed dredging within the Outer Entrance,Mid-Entrance and Blish Point Boat Ramp Access consists of maintenance dredging. Marine productivity will not be adversely impacted by the proposed maintenance dredging since operations will be conducted during the time of year when biological activity is least active and in accordance with the TOY restrictions established by MA Division of Marine Fisheries(MADMF). Short-term increases in turbidity and suspended solids are expected to occur during the time of active dredging. Given the nature of the sediments to be dredged and the limited duration of the project, it is expected that the increases in turbidity and suspended solids will be short in duration and temporary. Turbidity levels are anticipated to decrease once dredging has been implemented and due to a reduction in vessel/float groundings and vessel propeller wash (or scouring). In accordance with 310 CMR 10.25(6),the proposed project has been designed and will be constructed using the best available measures so as to minimize adverse effects on marine fisheries habitat or wildlife habitat as follows: • Water Circulation: Water circulation is created by the tidal exchange and strong currents that exist within Barnstable Harbor. The proposed dredging project is not expected to have any long- term negative effects on water circulation or the overall hydrological or littoral processes. • Destruction of Eelqrass or Widgeon Grass Beds: Neither eelgrass (Zostera marina) or widgeon grass (Rupia maritina) have been mapped or visually observed within or nearby proposed maintenance dredge areas. Maintenance Dredging L- Barnstable Harbor&Blish Point <ss? LJ Combined 401 WQC-Chapter 91 Permit [11 Town of Barnstable,MA V April 2020 Page 15 • Distribution of Sediment Grain Size: Dredging will not alter the sediment quality in the project area. The sediments that will be removed by the proposed dredging have accumulated over time from the dynamic natural littoral process and currents that exist within the harbor. • Water Quality: Short term increases in turbidity and suspended solids are expected to occur during the time of active dredging. However,given the nature of the material to be dredged and the limited duration of the project, it is expected that the increases in turbidity and suspended solids will be short-term and temporary. The navigation channels are located primarily within the open harbor area. The daily tidal exchange will naturally help maintain water quality throughout construction. Water quality is anticipated to improve following the completion of dredging since there will be a reduction in turbidity resulting from vessel/float groundings and vessel propeller wash (or scouring). • Shallow submerged lands with high densities of polychaetes, mollusks or macrophytic algae: The project site is not known to support high densities of polychaetes, mollusks or macrophytic algae. Coastal Beach(310 CMR 10.27) A Coastal Beach is defined as an area of"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 man-made structures, when these structures replace one of the above lines, whichever is closest to the ocean." Coastal Beaches are significant to storm damage prevention, flood control and the protection of wildlife. They serve the purposes of storm damage prevention and flood control by dissipating wave energy,by reducing the height of storm waves and by providing sediment to supply other coastal features including coastal dunes, land under the ocean and other coastal beaches. Coastal beaches support wildlife. Impacts to Coastal Beach resulting from proposed maintenance dredging activities are presented in Table 8 below. Table 8: Estimated Coastal Beach Impacts from the Proposed Maintenance Dredging of Barnstable Harbor Outer and Mid-Entrance Channels& Blish Point Boat Ramp Access Channel* Location Areal Volume' (SF) (CY) Outer Entrance Channel 0 0 Mid-Entrance Channel 0 0 Blish Point Boat Ramp Access Channel ±1,518 ±282 Total ±1,518 ±282 *Estimated area and volumes reflect January 2020 survey conditions 'Includes 3H:1V sideslopes 2Includes 1-foot allowable overdredge and 3H:1V sideslopes Maintenance Dredging <#,°*4 Barnstable Harbor&Blish Point Combined 401 WQC-Chapter 91 Permit t Town of Barnstable,MA April 2020 Page 16 Coastal Beach impacts are anticipated to occur from the proposed maintenance dredging within the Blish Point Boat Ramp Access Channel Area. Impacts will occur within the intertidal zone and in the upper portion of the channel and dredge sideslope as shown on the Dredge Plan provided in Exhibit E. The intertidal areas that will be impacted do not consist of tidal flats. The resulting impacts to Coastal Beach are located within areas that were authorized and last dredged by the Town in 2013. The maintenance cycle for this channel is overdue by 4 years, and as such, the amount of sediment in-filling that has occurred has resulted in a temporary conversion of the 2013 post-dredge channel footprint from sub-tidal to intertidal. No impacts to Coastal Beach are anticipated to result from the dredging of the Outer and Mid-Entrance Channels based upon the proximity of the MLW line relative to the established channel footprint, review of record permits and the anticipated±5 year maintenance cycle. Coastal Beach impacts resulting from proposed nourishment activities are summarized in Table 9 below. Table 9: Estimated Coastal Beach Impacts from the Proposed Nourishment at Public Beach Areas Location Total Total Intertidal Intertidal Area Volume Area Volume (SF) (CY) (SF) (CY) Millway Beach ±46,293 ±2,859 ±15,324 ±701 Sandy Neck Public Beach 0 0 0 0 Sandy Neck Cottage Area 0 0 0 0 Total ±46,263 ±2,859 ±15,324 ±701 The proposed nourishment activities will be performed within footprint areas shown on the plans provided in Exhibit E. These areas have been previously authorized and nourished. Intertidal areas that will be nourished do not include tidal flats. Temporary impacts to Coastal Beach will result from the placement of the pipeline that will be used to pump sediments to Millway Beach (dredge pipeline impacts estimated at 1,045 SF) and the Sandy Neck Cottage Area(dredge pipeline and northern effluent discharge pipe estimated at 250 SF total)when utilizing hydraulic dredging methods. Approximate pipeline locations are shown on the Plans provided in Exhibit E. Pipeline locations may vary and will be confirmed with the Contractor prior to the start of work. In accordance with 310 CMR 10.27(6),the proposed project has been designed and will be constructed using the best available measures so as to minimize adverse effects on marine fisheries habitat and/or wildlife habitat as follows: Storm Damage/Flood Control • Volume (Quantity of Sediments) and Form: Maintenance dredging will restore flood storage capacity. Re-use of dredge sediments for beach nourishment will provide storm damage/flood protection along the barrier beach. Maintenance Dredging Barnstable Harbor&Blish Point <\? _ L Combined 401 WQC-Chapter 91 Permit FCI [� Town of Barnstable,MA April 2020 Page 17 • Ability to Respond to Wave Action: Maintenance dredging will not result in a change in wave heights/velocities impacting the shoreline or compromise the ability of the resource area to respond to wave action. Beach nourishment will enhance the beach's ability to respond to wave action. Protection of Marine Fisheries or Wildlife Habitat • Distribution of Grain Size: Dredging will not significantly alter the sediment quality in the project area. The sediments that will be removed by the proposed maintenance dredging have accumulated over time primarily from littoral drift within the Barnstable Harbor-Sandy Neck System. Nourishment sites will re-use dredge sediments that have drifted into channel areas from nearby shoreline areas and will be of compatible grain size. • Water Circulation: Water circulation within the project area is primarily a result of tidal flushing. Maintenance dredging and nourishment activities will not impact water circulation or result in an adverse change in flushing rate or temperature. Short term increases in turbidity and suspended solids are expected to occur during the time of active dredging and may result initially upon placement of sediments within intertidal areas of the Millway Beach nourishment footprint. Given the nature of the material to be dredged and reused for nourishment and the limited duration of the project, it is expected that the increases in turbidity and suspended solids will be short in duration and temporary. • Water Quality: Given the physical characteristics of dredge sediments anticipated to be encountered and the limited duration of during with the project will take to.complete, turbidity and the re-suspension of solids are anticipated to be minimal and temporary. Water quality is anticipated to improve following the completion of dredging since there will be a reduction in turbidity resulting from vessel/float groundings and vessel propeller wash (or scouring). Given the nature of the material to be dredged and reused for nourishment and the limited duration of the project, it is expected that the increases in turbidity and suspended solids will be short in duration and temporary. • Relief and Elevaticn: Maintenance dredging will result in a minor modification along the shoreline; however, it will also result in the significant reduction of vessel/float groundings and vessel propeller wash (or scouring). Channel areas will be restored to previously dredged/authorized limits and elevations. Nourishment activities will restore areas lost to erosion/storm damage. Nourishment templates have been designed to replicate previously authorized footprints and will meet typical MA NHESP slope requirements. Storm Damage Prevention,Flood Control or Protection of Wildlife Habitat • Increasing Erosion: Dredging will not result in a change in wave heights/velocities, and as such, it will not increase erosion. Nourishment templates have been designed to replicate previously authorized footprints and will meet typical MA NHESP slope requirements. • Decreasing Volume/Changing Form of Any Coastal Beach or an Adjacent or Downdrift Beach: The existing littoral movement of sediment towards the boat ramp is continuous and requires the Maintenance Dredging Barnstable Harbor&Blish Point Combined 401 WQC-Chapter 91 Permit Town of Barnstable,MA April 2020 Page 18 Town to manage the frequent sediment build up on the ramp itself. Maintenance dredging is also required for safe public use and access of the MAOFBA public access boat ramp. All dredging will be performed within previously authorized limits. Beach nourishment activities will result in replenishing sediment volume to the existing littoral system. Coastal Dune(310 CMR 10.28) A Coastal Dune is defined under the MA Wetlands Protection Act 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 will be impacted from proposed nourishment activities and these areas have been previously authorized and nourished through the re-use of compatible dredge sediments. Table 10 below summarizes Coastal Dune impacts anticipated from nourishment activities. Table 10: Estimated Coastal Dune Impacts from the Proposed Nourishment at Public Beach Areas Location Total Total Area Volume (SF) (CY) Millway Beach ±7,507 ±463 Sandy Neck Public Beach ±66,722 ±7,540 Sandy Neck Cottage Area ±102,664 ±7,681 Total ±176,893 ±15,684 • Temporary impacts to Coastal Dune will result from the placement of the pipeline(estimated at 371 SF)that will be used to pump sediments to the Sandy Neck Cottage Area and the effluent discharge pipe (estimated at 373 SF)required for dewatering sediments when using hydraulic dredging methods. Approximate pipeline locations are shown on the Plans provided in Exhibit E. Pipeline locations may vary and will be confirmed with the Contractor prior to the start of work. In accordance with 310 CMR 10.28(3),the proposed project has been designed and will be constructed using the best available measures so as not to have adverse effects on or within 100 feet of Coastal Dune as follows: • Ability of Waves to Remove Sand from the Dune: The proposed nourishment will replenish/enhance Coastal Dune Areas through the use of compatible dredge sediments which will not change the ability of waves to naturally remove sand. • Disturbance of Vegetative Cover: Existing vegetative cover will be impacted by nourishment activities at the Sandy Neck Cottage Area. A planting plan will be coordinated/developed through the Town's Maintenace Dredging Barnstablembid Harbor C Blisher Point Combined 401 WQC-Chapter 91 Permit Town of Barnstable,MA April 2020 Page 19 Natural Resource Department/Sandy Neck Park Manager and implemented following the completion of construction. • Modification of the Dune Form: The proposed nourishment will replenish/enhance existing Coastal Dune areas which in turn will increase protection against future storm or flood damage. • Interference with Landward/Lateral Movement of the Dune: The proposed nourishment will replenish Coastal Dune areas with compatible sediments. As such,there will be no change or interference with existing littoral drift patterns. • Removal of Sand from the Dune Artificially: The proposed nourishment will replenish/enhance existing Coastal Dune areas through the placement of compatible dredge sediments. No sand will be removed from any dune areas. • Interference with Mapped Bird Nesting Habitat: Nourishment templates have been designed to replicate previously authorized footprints and will meet typical MA NHESP foreshore slope requirements which support bird nesting habitat. All nourishment activities will be performed within the habitat TOYs and special conditions established by permits. Barrier Beaches(310 CMR 10.29) A Barrier Beach means a low-lying strip of land generally consisting of coastal beaches and coastal dunes extending roughly parallel to the trend of the coast. It is separated from the mainland by a narrow body of fresh, brackish or saline water or a marsh system and may be joined to the mainland at one or both ends. A Barrier Beach is significant to storm damage preventions,flood control, marine fisheries and/or the protection of wildlife habitat. Coastal Beach (310 CMR 10.27) and Coastal Dunes (310 CMR 10.28) performance standards apply to work performed in Barrier Beach (see above.) Land Containing Shellfish(310 CMR 10.34) Land Containing Shellfish (LCS) is defined as "land under the ocean...when any such land contains shellfish". Land Containing Shellfish shall be found significant when it has been identified and mapped as follows: by the Conservation Commission or the Department in consultation with DMF and based upon maps and designations of DMF; or by the Conservation Commission or the Department based on maps and written documentation of the shellfish constable or the Department. In making such identification and maps,the following factors shall be taken into account and documented:the density of shellfish,the size of the area and the historical and current importance of the area to recreational or commercial shellfishing. Areas mapped by MA DMF include sites where shellfish have historically been sighted, but may not currently support any shellfish. The shellfish suitability areas were not verified in the field and the boundaries were not surveyed. Accordingly, this information should be used only as guides to the approximate locations of potential habitats. According to the most current data available on MA GIS data, MADMF mapped suitable habitat for blue mussel is located in the vicinity of the Blish Point Boat Ramp. An estimated±8 SF and±583 SF of mapped habitat is anticipated to be impacted from the proposed maintenance dredging of the Mid-Entrance and Maintenance Dredging Barnstable Harbor&Blish Point Fgrel, Combined 401 WQC-Chapter 91 Permit Town of Barnstable,MA April 2020 Page 20 Boat Ramp Access Channels, respectively. It is noted that the Mid-Entrance Channels does not exhibit conditions that require dredging at this time as illustrated on the Dredge Plan provided in Exhibit E. This channel was last dredged by the Town in 2017 and requires maintenance on ±5 year cycle.. The next maintenance event is not anticipated until 2022, and as such, the channel area will continue to shoal in over this time. Accordingly, impacts to LCS will increase and vary between maintenance cycles as the resulting impacts are a function of the sediment in-filling that occurs between events. All maintenance dredging will be performed within the limits of the established channel footprints which include 3H:1V sideslopes and a 1-foot allowable overdredge. Areas of LCS impacted will consist of those that have been previously and will continue to be disturbed as part of future maintenance efforts that are performed at the frequencies identified for maintaining safe navigation. The mapped areas of LCS is currently designated as being prohibited to shellfishing by MADMF and therefore have no current recreational or commercial importance. No impacts to LCS are associated with beach nourishment activities. Land Subject to Coastal Storm Flowage(310 CMR 10.04) Land Subject to Coastal Storm Flowage (LSCSF) means 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(310 CMR 10.04).The areas mapped by the Federal Emergency Management Agency (FEMA) on community Flood Insurance Rate Maps (FIRM) as the 100-year flood plain within the coastal zone are included within LSCSF. Land Subject to Coastal Storm Flowage may be significant to the interests of storm damage prevention,flood control, pollution prevention and wildlife habitat. LSCSF in this area contains other jurisdictional resource areas, including Coastal Bank and Coastal Beach, both of which are important for storm damage prevention and flood control. Approximately±206,169 SF of the three proposed beach nourishment areas and approximately ±30,890 SF of the proposed dewatering area that is located within the parking lot at the MAOFBA Blish Point Public Access Facility is located within LSCSF. There are currently no performance standards for work in LSCSF. Nourishment activities will restore/enhance Coastal Beach areas thereby increasing the ability of the shoreline to protect against storm damage and flooding. The use of the Blish Point parking lot for the dewatering/handing of dredge sediments will be temporary, and the site will be restored to pre- construction conditions following the completion of work. 50-foot No Disturb Zone&100-foot Buffer Zone Activities proposed to occur within the 50-foot No-Disturb and 100-foot Buffer Zones are temporary and include equipment staging and placement of dredge pipeline(s)/effluent discharge line(s). Any and all areas disturbed by these activities during construction will be restored to pre-construction conditions by the Contractor upon the completion of work. Estimated Habitat of Rare Wildlife&Priority Habitat(10.37) Proposed maintenance dredging and nourishment sites include areas of Estimated Habitat of Rare Wildlife (EH 759) and Priority Habitat for Rare Species (PH 945), as designated by the latest map revisions issued by the Massachusetts Natural Heritage and Endangered Species Program (NHESP) dated August 1, 2017 (see Project Plans,Exhibit E). Table 11 below provides a summary of mapped areas impacted by proposed maintenance dredging. Maintenance Dredging Barnstable Harbor&Blish Point a Combined 401 WQC-Chapter 91 Permit ‘1] Town of Barnstable,MA April 2020 Page 21 Table 11: Proposed Maintenance Dredging within 2017 NHESP Mapped Estimated Habitat of Rare Wildlife(EH 759)&Priority Habitat(PH 945)* Location Areal Volume' (SF) (CY) Outer Entrance Channel ±17,184 ±2,184 Mid-Entrance Channel ±2,601 ±685 Blish Point Boat Ramp Access Channel 0 0 rTotal ±19,785 ±2,869 *Estimated area and volumes reflect January 2020 survey conditions; 'Includes 3H:1V sideslopes 'Includes 1-foot allowable overdredge and 3H:1V sideslopes The proposed maintenance dredging will be performed within footprint areas that have been previously authorized. It is noted that the Outer and Mid-Entrance Channels do not exhibit conditions that require dredging at this time as illustrated on the Dredge Plan provided in Exhibit E. Both channels were last dredged by the Town in 2017 and require maintenance on ±5 year cycle. The next maintenance event is not anticipated until 2022, and as such, both of these channel areas will continue to shoal in over this time. Accordingly, impacts within mapped habitat will increase and vary between maintenance cycles as the resulting impacts are a function of the sediment in-filling that occurs between events. All maintenance dredging will be performed within the limits of the established channel footprints which include 3H:1V sideslopes and a 1-foot allowable overdredge, mapped areas impacted will consist of those that have been previously and will continue to be disturbed as part of future maintenance efforts that are performed at the frequencies identified for maintaining safe navigation. Table 12 below provides a summary of mapped areas impacted by proposed nourishment activities along with the quantity of compatible sediments will be placed within beach/dune areas. Table 12: Proposed Nourishment Activities with NHESP Mapped Habitat of Rare Wildlife(EH 759)& Priority Habitat for Rare Species(PH 945) Location Total Total Area Volume (SF) (CV) Millway Beach 0 0 Sandy Neck Public Beach ±66,722 ±7,540 Sandy Neck Cottage Area ±102,664 ±7,681 Total ±169,386 ±15,221 Maintenance Dredging Barnstable Harbor&Blish Point Combined 401 WQC Chapter 91 Permit Town of Barnstable,MA April 2020 Page 22 Nourishment templates have been designed to include foreshore slopes conducive to supporting bird habitat as previously authorized. All maintenance dredging and nourishment activities will be performed within the habitat TOYs and special conditions established by permits. DESIGNATED AREA OF CRITICAL ENVIRONMENTAL CONCERN (ACEC) The proposed maintenance dredging and nourishment activities are located within the Sandy Neck Barrier Beach ACEC. The designation of the area as an ACEC helps define which activities may be allowed within the boundary limits. Maintenance dredging and the reuse of sediments for nourishment are activities consistent with the ACEC designation. Dredging and nourishment activities have been successfully implemented on several occasions since ACEC designation went into effect in 1978. IX. CONSTRUCTION METHODOLOGY The proposed maintenance dredging will be performed using either mechanical or hydraulic methods. The need for sediment dewatering will be a function of the dredge methodology used and the physical characteristics of sediments. Construction means and methods to be used are described below with respect to dredging method: Mechanical Dredging: A mechanical dredging option will utilize a barge-mounted crane or excavator positioned alongside a scow/deck barge that will be used to contain sediments for transport via tug to the CCBDS if unconfined offshore is the preferred disposal method selected by the Town. If dredge sediments are to be beneficially reused for nourishment or upland reuse/disposal, they will be dewatered in- scow/on-barge prior to off-loading into trucks at the boat ramp if feasible. The feasibility of dewatering in-scow/on-barge will be dependent upon sediment characteristics and dredge volume associated with each event. If this cannot be accomplished,then sediments will be off-loaded at the boat ramp and then temporarily stockpiled and dewatered within a designated containment area that will be constructed within the MAOFBA Blish Point Public Access Facility parking(see Exhibit E). The parking lot area consists of a gravel base surrounded by a paved access roadway and is approximately±34,000 SF (0.78 acres) in size. This area has been successfully and previously utilized by the Town for the dewatering of dredge sediments prior to hauling them off-site to the selected receiving site. Independent of the dewatering method(s) used, all sediments will be dewatered to a sufficient level to pass the paint filter test prior to hauling off-site. Hydraulic Dredging: A hydraulic dredging option will consist of a suction-cutterhead that will loosen the bottom sediments, entrain them as a sediment-water mix (e.g. "slurry") within a pipeline and then discharged either directly onto a beach area for nourishment or into a containment area for dewatering. Sandy sediments dredged from the Outer Entrance Channel can be pumped via pipeline directly to Millway Beach and the Sandy Neck Cottage Area for beneficial reuse as nourishment. Hydraulic dredging and direct pipeline discharge of sediments to the Sandy Neck Public Beach,however, is not feasible due to location of the beach relative to the dredge site. As such, if the Sandy Neck Public Beach is the Town- selected nourishment site, hydraulically dredged sediments from the Outer Channel will need to be dewatered in the MAOFBA Point Public Access Facility parking lot prior to trucking off-site. Dewatering will need to be performed using de-sanding equipment and/or geotubes due to the limited area provided by the parking lot. Dewatering efforts will also be required if hydraulic methods are used to dredge the Mid-Entrance and Blish Point Boat Ramp Access Channels due to the fine-grained characteristics of Maintenance Dredging Barnstable Harbor&Blish Point r Combined 401 WQC-Chapter 91 Permit s,-" FoT Town of Barnstable,MA April 2020 Page 23 sediments. Conventional gravity methods are not feasible to dewater fine-grained sediments within the parking lot area;therefore,geotubes or a mechanical belt press system will be required. Presented below is a description of each dewatering system: ■ Geotubes: This methodology utilizes a geosynthetic "bag" to contain/dewater sediments and requires the use of a hydraulic dredge and pipeline. The dredge slurry is hydraulically pumped via the pipeline directly into each geotube. Chemical treatment with an environmentally safe polymer will likely be required for fine-grained sediments hydraulically dredged from the Mid- Entrance and Blish Point Boat Ramp Access Channels. Polymer additives facilitate the separation of sediment(e.g.solids)within the bag and allow for the discharge of the free water(e.g. dredge effluent) back into to the harbor. A geotube dewatering operation requires considerably less nearby/adjacent land area than conventional gravity dewatering methods since the bags can be filled with dredge sediment and then stacked on top of each other. Prior to commencing dredge operations, a containment area for the geotubes will be set up within the Blish Point MAOFBA parking lot. The containment area will be lined with an impermeable liner. Prior to placing the liner, the base area will be prepared at an approximate 1% slope so that the resulting dredge effluent can be collected at a centralized location and discharged via a pipeline back into the harbor. The effluent resulting from the dewatering process will be discharged back into the harbor and is anticipated to contain minimal solids,thus meeting MADEP water quality standards. Once sediments have been dewatered,the geotubes will be cut open and the dried sediment will be loaded into trucks for hauling and off-site disposal. • Mechanical Belt Press System: This methodology requires the use of a hydraulic dredge and pipeline to pump the dredge slurry into a portable holding tank containing mechanical mixers that keep sediments in suspension within the tank. The tank acts as a buffer between dredging and dewatering operations since the production rate of the dredge is typically much higher than the production rate of the mechanical belt presses. A belt press system is not considered an economically viable method for dewatering sandy sediments that will be dredged from the Outer Entrance Channel; therefore, a belt press system will be limited for the dewatering sediments dredged from the Mid-Entrance and Blish Point Boat Ramp Access Channels. Sediments will be pumped from the holding tank through a macerator and conditioned with an environmentally safe chemical polymer prior to entering the belt press. The polymer attaches to the solids in the dredge slurry and allows free water to separate from the solids and be mechanically pressed. The effluent resulting from the dewatering process will be discharged back into the harbor and is anticipated to contain minimal solids so that MADEP water quality standards can be met. Once sediments have been dewatered through the belt press system, they will be discharged from a chute and onto a conveyor belt that will load sediments into trucks for hauling and off-site disposal. Dewatering utilizing a mechanical belt press system requires considerably less nearby/adjacent land area than conventional gravity dewatering methods. It also requires less land area than required with a geotube system. It is noted that a supplemental water source will be required to be provided by the Town for the belt press operations and polymer dilution. Saltwater cannot be drawn directly from the harbor to support this operation. Maintenance Dredging Barnstable Harbor&Blish Point ,, Combined 401 WQC-Chapter 91 Permit ` / Frj� Town of Barnstable,MA April 2020 Page 24 X. PROTECTION OF RESOURCE AREAS The maintenance dredging proposed for this project will be done using mechanical or hydraulic means. The Contractor shall minimize impacts to coastal resource areas at all times during the proposed work. Anticipated impacts during construction are further assessed below: • Effects on Marine/Wildlife Habitat: All maintenance dredging and nourishment activities will be performed during the TOYs established by permits issued for the project. • Effects on Essential Fish Habitat: The proposed maintenance dredging operations are not expected to have any significant long-term negative effects on finfish inhabiting the vicinity of Barnstable Harbor/Cape Cod Bay. No eelgrass has been located within the vicinity of the project. Short term and temporary increases in turbidity/suspended solids are anticipated to occur during the time of active dredging. • Biological Impacts: The proposed maintenance dredging is not expected to have significant cumulative impacts to the biological resources in the vicinity. • Archeological and Historic Resources: No historical or archeological resources are expected to be found within the proposed dredging areas. Both the MA Historical Commission (MHC) and MA Board of Underwater Archaeological Resources (MA BUAR)will be notified of the project as part of the Army Corps of Engineers permit review process. • Air Quality: No direct or indirect increases or other changes in local or regional air quality are likely to occur with construction of the proposed project. XI. MITIGATION MEASURES The project has been designed to minimize the impacts to the existing coastal resource areas to the greatest extent possible. All proposed maintenance dredging and nourishment of beach areas have been previously authorized/conducted by the Town on multiple occasions. Areas to be dredged and nourished do not contain submerged aquatic vegetation and are closed to shellfishing. All proposed activities will be performed during the TOYs restrictions established by permits. Although a "No Dredge" alternative would result in no environmental impacts,there is a potential for environmental impacts resulting from vessel ground-outs if the existing shoaling within the Barnstable Harbor Entrance Channel and Blish Point Boat Ramp Access Channel is not addressed. Not only do vessel ground-outs present the potential for oil spills or release of other hazardous materials into the harbor,they result in an increase of turbidity within the water column from the resuspension of sediments. Furthermore, a "No Dredge" alternative presents a public safety concern and diminishes public access to the waterfront. Beneficial reuse of suitable dredge sediments for nourishment will enhance coastal resiliency and restore Coastal Beach and Coastal Dune areas to protect against storm damage and flooding. Maintenance Dredging Barnstable Harbor&Blish Point < .� ►J r Combined 401 WQC-Chapter 91 Permit Town of Barnstable,MA April 2020 Page 25 XII. SUMMARY The Town of Barnstable is proposing to perform maintenance dredging within the existing Barnstable Harbor Outer and Mid-Entrance Channels and at the Blish Point Boat Ramp Access Channel. The proposed project will be performed within previously authorized limits and has been designed to minimize impacts to coastal resources to the greatest extent feasible. Maintenance dredging of the three existing navigation channels is required on a frequent±1 to 5 year basis to ensure safe public use of and access to Barnstable Harbor and the MA OFBA Blish Point Public Access Facility. All proposed dredging to be conducted is maintenance and will be to previously authorized depths of-6.0 feet MLW with a one (1)foot allowable overdredge to-7.0 feet MLW and approximate 3H:1V sideslopes. Pending confirmation from MADEP and USACE, dredge sediment disposal options will consist of the unconfined offshore disposal at the Cape Cod Bay Disposal Site(CCBDS), beneficial reuse as nourishment a public beach areas(Millway Beach,Sandy Neck Beach and Sandy Neck Cottage Area)and/or beneficial use/disposal at approved upland site(s). 4,1,44116 10-year Comprehensive Dredge& Beach Nourishment Project Barnstable Harbor&Blish Point Town of Barnstable,MA April 2020 EXHIBIT B LOCUS MAP =-.4.-.,..-tk ,,,o, h EXHIBIT B LOCUS MAP --�._ - -.35 34- �� '' �n 2Q :, �� 10 22.yg --34 ____ .-- 21 3 - 15 r 7� ,19 25 26 24 _ _�- -- 9 _t 22 — 20..3 1 2~-,T -- , i . __ 2 5 g ICY Shy 2 . _ y SANDY NECK ec; .-. 2 E ,I ` - S- a n d .y. ' 'N e. COTTAGE - e _ �__ c AREA Is`` SANDY NECK --_- %' , �� � � PUBLIC BEACH :Creek ���. t�eB1<, ��`"�,' 25 CP' e,_ Lh I Gr. � �` Al R2.5s:. " PhiB1s I ' Town! G r "-•• to . CIP .v O 9,ys, (use chart 7325t) i CIP .. 7q8,L RARa�♦a I .WBamnstabI, $! - - � -. �• 4 ' , - / BARNSTABLE HARBOR, BLISH -A NSTAB --V.' 0 th Pe_. POINT, and MILLWAY BEACH -!A,. E , `' ®_r , A- Tn . - .1 - 1r7 s 30 _ STANDPIPE a 'STANDPIRES . Q MAINTENANCE DREDGING & NOURISHMENT SITES BARNSTABLE, MASSACHUSETTS C:\pw_workdir\pw_ie\fvd_mec3\d0416490\NOI Locus Map.docx 70°25'0"W 70°20'0"W 70°15'0"W 70°10'0"W 70°5'0"W 70°0'0"W I I I I I I ,,' :N.., ' , `s� -,• t •t. r t \' `k/h ,s» '•',�r y.v }" " ,„ 4 �j !✓r' c„\ 7o 4. ,•• a°I ! "• ,,+r' t ,,i f 4. i°` I-, w ,.y,K. 4 '0.r \ t F y'.—° A fl.. v:.,,, 'icy,''. L 'i2 • 4' ,, a — . • r . '• � +.vt .;",a"4.....▪,°,...•••s i ' A it 07.7,, V. �' ,-�. L• 1 • •t 1t f• ',..",4 + . \ s e.... 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Q I t a�-tie �._ ,"` • :s �(•:", .�, _ �y , . • . q 1,�; 1 1 1 1 1 70°25'0"W 70°20'0"W 70°15'0"W 70°10'0"W 70°5'0"W 70°0'0"W CAPE COD BAY DISPOSAL SITE Description: The Cape Cod Bay Disposal Site (CCBDS) is centered at coordinates 41° 54.406' N, 70° 13.268' W (NAD 83) and is located 8.0 nmi (14.9 km) southwest of Long Point, Provincetown, Massachusetts. The site has a relatively flat, featureless seafloor with an average water depth of 102 ft (31 m). The authorized disposal point (within the overall disposal area) is specified for each dredging project in other project documents z n°O'o'W 71°o•oW 70°o.o•W z - 'ME I14 ' SCALE 1:250,000 D A II/1 O S Kilometers Z MA z 1 0 1 2 3 4 5 6 7 8 9 10 in f 114 t—L 1-1 Imo. r-1 1-1 1 ._ - ►.. 1.:.. 1--1 1��1 I CT RI e 1 0 1 2 3 4 Nautical Miles — --,2. 8 DISPOSAL AREA MONITORING SYSTEM NOTE:This chart is not intended for use in navigation. �2°oo'W 7t°oo'W 70°oro'W , . 10-year Comprehensive Dredge& v Beach Nourishment Project b Barnstable Harbor&Blish Point Town of Barnstable,MA April 2020 EXHIBIT C • FEMA MAPS National Flood Hazard Layer FIRMette FEIVI A Legend 41°42'42.80"N SEE its REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT � - f"""" Without Base Flood Elevation(BFE) +' Zone A,V,A99 4 'SPECIAL FLOOD �( With BFE or Depth zone AE,Ao,at,vE,AR or° Y.Cx11NU9^�r/P MUMN .\\:\. + ,` �� HAZARD AREAS '�Jl Regulatory Floodway 0,2%Annual Chance Flood Hazard,Areas \�l ENTRANCE % �‘y ❑ °f 1%annual n one foot with average ` ,•1t �", y� depth fens annual nce floor with drainage ., 4Alk. CHANNELiiii , ,.� � \ , \ areas of less than one square mile zone 0 ►R i! 1 Future Conditions 1%Annual y �` N� ,l� ���,, ®.Chance Flood Hazard zone '+yC,-,�7+1,•. 71 Area wkh Reduced Flood Risk due to '. ''''','.....v.,. ... \ tt7ecat A f' "i, ..' '. OTHER AREAS OF Levee See Notes.zone x 'y •k r �'w, ,t 1 ' ` FLOOD HAZARD :j" i Area with Flood Risk due to Leveezone o ,, -. k ti\r 1\ _ ' y{..' NO SCREEN]Area of Minimal Flood Hazard zone x 's,\\ t� \' .�� 1*. "... f 14 C 7: r�Effective LOMRs \ �- - ` 1 fri.IF Fyti)_ t',J .� OTHER AREAS 1-1 Area of Undetermined Flood Hazard zoned • e � \ j�1 p i y �+.3..+,.� , *R ".. `� "{ M�LLWAY -al& •# +g,'r\-°+`. , -GENERAL -—-- Channel,Culvert,or Stonn Sewer `� � i , s ` {. STRUCTURES until Levee,Dike,orFloodwall •.t`� ti i 'C `. �e� , BEACH ,� L` \\ ` ♦-8 M c ,, ,, -`' it 20'z. Cross Sections with 1%Annual Chance \ ' Ariri�yE� ��: �" •' -�, ( ' ?Ys Water Surface Elevation ` •\`.. 7e'}T+�Fra+ r i'#� N �k� •:aLi . ." �"r •`` . 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This map complies with FEMA's standards for the use of �� i� 4C16 j •j digital flood maps if It is not void as described below. i +- - • The basemap shown complies with FEMA's basemap I J • accuracy standards l iY' A l _ • .,' _ - 1 r .The flood hazard information Is derived directly from the. - V ( 1 r f �`,,r* ,.,� . y, �' authoritative NFHL web services provided by FEMA.This map . '• e was exported on 3 12 2020 at 9:01:53 PM and does not 4 4,.ti I�.;'.,} pt .•T tttV x .PNIA O 'MINI}AL£(+00( MO) 1$ K' reflect changes or amendments subsequent to this date and r -, + r(`�"' rz'4 '+g.J1 -1-F a time.The NFHL and effective.Information may change or . '' I,' r y! A '' r ,Ai become superseded by new data over time. ) '".,1 Tamer S : •,,,,,,y 3`r �, `k(. I This map image is void if the one or more of the following map I 1 r a ,NE i Y.•r ^'K 'm elements do not appear.basemap imagery,flood zone labels, .,f t - }_ G U`,,n ilH M.o;CA olmag-ry Oylyi fk-Qd - k zo gr. legend,scale bar,map creation date,community identifiers, °4215.94" FIRM panel number,and FIRM effective date.Map images for Feet 1:6,000 •a unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes National Flood Hazard Layer FIRMette gFEMA [Legend 41°44'31.35"N - _ SEE EIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT v v + ,,, y;�\��II+'�a ,�y, 1F ; \'ti. \ , \ ♦ 11y", 1�, Zone A.Base Flood Elevation(BF a -, w 1`,-,\ ., s w f '' ,r,r'+1�► ,-.•1,..Y...., 'I►�+.\.4.:F"N �\ \\ N.; ,\\ '1 S\r Afy.,\\ * Zth BFEor o ` r\, e l With BFE or Depthzone aE,ao,ar,vE,AR •F \I,+ \ \ \ rrk �\� \ \:.: \ \. \ s.\' SPECIAL FLOOD '^ '� se \7 } "`"\ '14t N. \ „y41.1 '� \ HAZARD AREAS l[ -11 Regulatory Floodway w - ti/y\ � af;�A� v� \4i v�+-+v> �trr A \`�w V. >� ""\ y t Y'a t\ u t }i t w fs\ \ floc \Ari 1. ♦, 1'' �*'Y , t ,� �1 0.2%Annual Chance Flood Hazard,Aros a Y \rJ \ z S \ *� \ 4 �I .4 1 N. \ '.] �• 1 '� \' ofl%annual chance flood with average ♦ ♦ >1° ,} +♦ [�\ r♦^+ \dry. X ♦�l r\ \` \i.♦\t \i depth less than one foot or with drainage �'`' �• '"�.. '\ \. '\ �+ \ \ \ \..k7.4 \ \ "'\ �Q. areas of less than one square mile zone + C„^+. '•'4 �� JF ♦• \J' \ \ �' ♦ ''• '' Future Conditions l%Annual !;��� '♦\ry"q\\• �•+`♦ "▪°C '\ '\ �,• r \ \ �\ 1,•. ®Chance Flood Hazard zonex }1♦'if,}1 \ ♦ ♦ \ •+..,jy ,\ },. \y \, 'It 21 Area with Reduced Flood Risk due to {tt �\1/4 ..♦ \ y \4 ,\\ \� \a. rl ''i r 44t i•1 s\ ,li " 'k �Lld.fd Levee.See Notes.zorrex .N �.,. \,..1. •\• \ \ \ \ ♦ \ •♦' ♦ i ♦ hF \ 1` ' s'i`'.r \'• OTHER AREAS OF ....r \ ♦ \ ♦ \ .. \. t ♦ \ \ \•' ,e ! 1,' FLOOD HAZARD , Area with Flood Risk due to Leveezorre o r \ ♦ ♦ > \ v ♦ \ \ ♦ \ > S. Sr' 3T)WN[rll' SANl f1C l \ N. \• \ ' \• �.• N \ \ \ \ \ \ SANDY �.,,j 1 St,0 I1 .. \ r \ \ \ \ \ '\ .1• \ \ \' 1. \ Ho SCREEN'Area of Minimal Flood Hazard zone .+s.'W . ♦• \ \ S. \ \ \f-. \ \ NECK \ \� \ 1 \ \ ♦ ` • ♦ '�• \ S r1 Effective LOMRs \\ ♦- \ % — \ \ \ \ \ \ \ ♦ PUBLIC > \ ♦ \ 1. \, \ \ \ - _ \ \ \• ♦ \ +< \ OTHER AREAS Area of Undetermined Flood Hazard zone o \• \ \• *• \• ♦ •♦ ; N-• \ BEACH \ • \N. • \ -• ,r,tiVf�� \\ s• \• • \ y�y -"\- \ - \\ GENERAL ---- Channel,Culvert,or Storm Sewer f ' \ 1 \♦ ♦\ \ F' [ } {, . \ \ ♦ \ ♦ \ •4 ' STRUCTURES IIIIIII Levee,Dike,or Floodwall • -•♦'s • ♦• ♦ \ \ \ \ \ ♦ \ \ ♦ \ \ - \ � ,�'- ` . ♦\\.. '•s \.. `' ♦�•1, SN \ \\ \\ ♦\ ti •% \\ \\ \\ \' • e z0'Q Cross Sections with l%Annual Chance ` \ M <• . \ • #\. v! \ \� < \ Sc \ \ \ ♦ \ \ . �T•s Water Surface Elevation • \ .4. \ \. ♦. \• \ \ \• \• \ • . \' • '\, e' w -\ �` \`` 4<� '\ \\ ♦ \ ♦♦ '4.• \. \ \� . \\ \\ \\ ti \\ co--- Coastal Transact t 4 \ ' \ -,\ \- \S\ \ \,e\ \ \ '\,- \+ ♦ —re—Base Flood Elevation Line(BFE) a + ,• s► •" \ \ ♦ \ ti \ +'•\ \ \ h +. \� .� Limit of Study ♦• s♦ tY\. Kam\ >~ \� I y i,e .., \'r •,. �`t. 4 , s .,\• .Zr. 'S �\w�♦�\\♦'s ;•\ \\\, Jurisdiction Boundary � \ e Z.• \ .\ w y5�E (it E( , ` ' _ y, \ \ \ Coastal7ransect Baseline `\ `,tih \\ t' 44 '♦%. \\ '♦~ \, fr .F^ ..^ 'S ji 34 y\" _• Ns.** \\ ! \\ \\ OTHER - — Profile Baseline tt \ 4, „y, \--" \ 4 \ t7� ^t '1•%'`��y,x t S \ ! \ \... \ \ FEATURES :4N\,4,,t \ \ \ ��♦ \ \i•. 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'� �'\ \ `��' an authoritative property location. �,• \ (! \ \ \ \ L \ \"�„ \ \ \ ♦ \ \ ♦ ♦ 7,. \,, \ This mapcomplies with FEMA's standards for the use of 3 . `\„ '✓ \N. / ,t ,„\ \ °� \rS \` \ • ♦ k \ \+ \ + ♦ digital flood maps d It Is not void as described below. _ \i \ \ .... \ \ '\▪ \ \'‘,--- - \':34 .♦ \ The basemap shown complies with FEMA's basemap I_tJJ,./`i' •'x{,A\ 'Gl♦.+\ 'f`1 \. \ ♦ "! \'Sys '4 ♦ \..\ r11 �. :1.,f '\}" ♦ \ \ accuracystandards ,S) }xs .\v }•s° tl�± \\ YS \\\iy \ '<♦4' L \\I \ \ 1 "*-9{(,\i' \`' \�\sl�.SPry N , The flood hazard information is derived directly from the IN• \_ , }i \ M, \ \ r ak j\'f T�' \ t \ 'f♦ 1 authoritative NFHL web services provided by FEMA.This map • ra' \.,F > \, ♦ `.! ♦ • �.'" \: \+f\• \ ♦•Ak'\•• \ \ \ was exportetl on 3/12/2020 et 9:15:19 PM and does not `+fir ♦1. �'".,..silt.., \\ \\ '4�2 \ \ ) '\ \ ♦` \ \� \ \ \s.-.s,_d';I \ reflectchan es or amendments subse uent tothis date and Tl,i \ .' \; -' `'` \ SL +ti ,iS e NI. 0 / \ `�. ♦' \ \ \. \ . \ \ \ S, 1�I time.The NFHL end effective information may change or Al, \w \ '\.. ' \i \ 'l 4, \ ♦ \ > \ \ ♦ ♦a ♦ ♦ \ vu become superseded by new data over time. Ss t1 ♦ \ .. `. • \ .• ♦ \ \ \ \ \ Y\ \ \•r ♦C'!� This map Image Is void d the one or more o}the following map e'`\ �. yy., �• \ ♦ ,1,'�p�� \ \��\ \�.*\ � '\ '�.,♦ C. ',w� elements do not appear.basemep imagery,flood zone labels, ,(1 �\ '4:J.1l'-♦\ y C"1>.,,.� :� s*..0,QSGS'Theatioal,,Map OFfholrnager�.'Data`Fefrehed4Apgll 2.011119'. legend,scale bar,map creation date,community identifiers, • a - • - FIRM panel number,and FIRM effective date.Map images for Feet 1:6,000 41°444.51 N unmapped and unmodernlzed areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. National Flood Hazard Layer FI RMette *FEMA Legend 4t"43'45.40"N '!�, \ SEE EIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT♦ \, ♦-, \` -- Nx.,..A\ \ --\ L f Whhout Base Flood Elevation(BFE) * 1 Zone A V,A99 a-l ♦ ` 6. ` 1JWith BFE or Depth zone aE.Ao,ax,vE,AR w ` SPECIAL FLOOD`� \ . • ti �� '�l I HAZARD AREAS JC_ ]i Regulatory Floodway \?, , ,, _ o ' ` ` '� , +,4- 0.2%Annual Chance Flood Hazard,Areas ♦\\\\ +` ; ` (, 14 } \ I I of 1%annual chance flood withHazard, average , • `\ . \\\\ , ` JI depth less than one foot or with drainage ♦ `\ areas of less than one square mile zoo x \\ \` ♦^ rek7/1 Future Conditions 1%Annual �'!V Chance Flood Hazard zonex i Area with Reduced Flood Risk due to �� \ ♦\� _ ♦ • , * OTHER AREAS OF '"� Levee.see Notes.reflex s r \ Y \ FLOOD HAZARD r .Area with Flood Risk due to Leveezmre o ♦ `r�111MMM \\\ t It, 4 \ No SCREEN]Area of Minimal Flood Hazard Zone x t • • :• —.` +•.. '.•L, • .\ Nil \ \ Effective LOMRs ♦' `' N ♦>` OTHER AREAS Area of Undetermined Flood Hazard zone o SANDY O\ Channel,Culvert,or Storm Sewer ^ \ �`` ♦ , .', lihk _ GENERAL `\ NECK STRUCTURES III1iII Levee,Dike,orFloodwall SVMPIEZEIEMOS\, 1 COTTAGE 3 30'z Cross Sections with l%Annual Chance . ...�.,ra AREA T a Water Surtace Elevation ♦ l\, >;y '` ems--- Coastal Transact ` + IL 4S, ,♦ram- '` _r,l_Base Flood Elevation Line(BFE) \` ,`\ \ \ ` • Ts�=, +. � , •� Limit of Study `.� •\\ •` I '� 12 FOd) .� ., . • Jurisdiction Boundary }t,'\� �( ��� '\\ ` \\ilk ` Coastal Transect Baseline lliik LJ�`` OTHER - — profile Baseline '1 �iEt.PFet1 ;;.UJlUUI..nl. \\ y t FEATURES Hydrographic Feature \ N. Digital Data Available 4._ \ \-\ ,\ 4\ �♦, • 0 No DlgiNal Date Available ♦� ` - + ` ; ��-�' -♦ �� •, MAP PANELS ® Unmapped 1\ \\\ _ "1�� • ♦ •,'•\ \> The Din dilsplayed on the map is an approximate i ` �� h`!, �♦ ; . , �~~"4dII"`�♦+ ,f polot selected bythe userand does not represent • en authoritative property location. 1 \\ • ` \ \ 16 /' . ,t, This map complies with FEMA's standards for the use of \ v .I digital flood maps A it Is not void as described below. e.T. `�\ • \- � * ,, f' The besemap shown complies with FEMA's besemap ` •♦ \ R.L•• } ` accuracy standards •, + + The flood hazard Information Is derived directly from the • rlY7('amity�rf7� Ft` \ ` M j ` authoritative NFHL web services provided by FEMA.This map • \ / was exported on 3/12/2020 at 9:1639 PM and does not "� `�; x� • reflect changes or amendments subsequent to this date and ♦ y r V] A _ '---7 "'��' Q time.The NFHL and effective information may change or ••\•\ J• e. become superseded by new data over time. • t fks. ,° ♦�! - pi This map Image is void if the one or more of the following map ♦ •� • t ♦"� N elements do not appear.besemap Imagery,flood zone labels, ,.,.,,, \\ ,♦\- , • `\` ,(_ .( -n�J C e„w. ,,f �k legend,scale bar,map creation date,community identifiers, d1°43'18.54"N FIRM panel number,and FIRM effective date.Map Images for Feet 1:6,000 unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. 10-year Comprehensive Dredge& Beach Nourishment Project Barnstable Harbor&Blish Point Town of Barnstable,MA April 2020 EXHIBIT D PRIOR REGULATORY AUTHORIZATIONS BARNSTABLE HARBOR ENTRANCE CHANNELS Oct. 31. 2� O1 1 : 16F N . 1202 P. 1 COMMONWEALTH OF MASSACHUSE'1TS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 50&946-2700 DEVAL L.PATRICK Governor tax A.BOwr ES Secretary TIMOTHY P.MURRAY Lieutenant Governor LAURiE 9URT 2 9 OCT 2007 Commissioner Paul Revere,III,Esq. RE: BARNSTABLE—Wetlands Law Offices of Paul Revere,111 File No.SE 3-4582 297 North Street, Suite 237 Superseding Order of Conditions Hyannis,Massachusetts 02601 Affirmation Dear Attorney Revere: .. r i Following an in-depth review of the above-referenced file and in accordance with Massachusetts General Laws,Chapter 131,Section 40,the Department of Environmental Protection has issued the enclosed Superseding Order of Conditions. This Superseding Order affirms the Order of Conditions issued by the Barnstable Conservation Commission on January 16, 2007. The Department has determined that the project area is significant to the statutory interests of flood control, storm damage prevention,and the protection of land containing shellfish, fisheries and wildlife habitat. The proposed project involves the second phase of a two-phase maintenance dredging project of the entrance channel of Maraspin Creek. Phase 2 proposes the maintenance dredging along a 1,970-foot long portion of the existing 60-foot wide navigational channel to elevation -6.0 MLW,with a 1-foot allowable overdred e. Under Phase 2, approximately 8 15,000 cubic f yards(CY)of sediment will be removed. Approximately 10,000 CY of the total dredge volume is composed of sand having a fines content of<7%,with the remaining 5,000 CY consisting of silty sand having a fines content of approximately 24%. The project proposes to use dredged sediments for beach nourishment,dune nourishment/restoration,maintenance/reconstruction of the existing berm at the Blish Point Sediment Containment Area(BPSCA)and/or reuse within the BPSCA. Specifically,the project proposes the beneficial reuse of 10,000 CY of beach compatible sediments at Millway Beach, Sandy Neck Cottage area,Sandy Neck Lighthouse area,and/or at the Sandy Neck public beach. The Department has determined that all of these locations are suitable for reuse of these sandy sediments. The approximately 5,000 CY of silty sand,however,is not suitable for beach or dune nourishment and shall be placed within the BPSCA. Grain size analysis of the existing sediments within the BPSCA indicates that these sediments are suitable for beach or dune nourishment. Sediment removed from the BPSCA may be placed at Millway Beach or the Sandy Neck public beach. Alternatively,the applicant shall obtain a Beneficial Use Determination (BUD)from MA DEP Solid Waste Section for upland re-use. This Worm eon Is"rabbit is mimeo morn.Can Doosie M.Coven,ADA Coordinator at 617451407.TAD Service•140429e4107. DEP on the walla Wide Waft httphwww.r u.gowls** 0 Ponied on Recyrlea Pipe/ Oct. 31. 20Q/ 1 : 1 GPM No. 1202 P. 2 -2- As recommended by MA Division of Marine Fisheries, in order to protect spawning and juvenile development of winter flounder and horseshoe crab,no dredging shall occur between January 15`"and July 15lb of any year. Alter a thorough review,the Department has determined that the proposal complies with the performance standards in the Wetlands Protection Act Regulations. The enclosed Superseding Order of Conditions imposes those conditions deemed necessary to protect the statutory interests of the Wetlands Protection Act. In the opinion of the Department the reasons given here are sufficient to justify this Superseding Order of Conditions. However, the Department reserves the right,should there be further proceedings in this matter,to raise additional issues and present further evidence as may be appropriate. If you have any questions concerning this matter please contact Jim Mahala at(508)946• 2806. Very truly yours, E abeth A.Kouloheras Bureau of Resource Protection K/JM Enclosure cc: Barnstable Conservation Commission Town of Barnstable/DPW 367 Main Street Hyannis,MA 02601 CERTIFIED MAIL#7004 1350 0004 4565 4817 Vine Associates,Inc. • • 18 Beach Street P.O.Box 555 Monument Beach,MA 02553 ecc: DEP -SERO ATTN: Dave Hill Mark Dakers DEP—Boston ATTN: Ken Chin Massachusetts Department of Environmental Protection DEP 31N°Number F;S ;:.; ' Bureau of Resource Protection—Wetlands SEE 3-4582 82 �l llf rw, �,';"'•�`�; `r'�- ) WPA Form 5-Superseding Order of Conditions -Affirmation r' V I Massachusetts Wetlands Protection Act M.G.L. c. 131,§40 A. General information From: Department of Environmental Protection Issuing Authority This issuance is for: 13 Superseding Order of Conditions—Affirmation To: Applicant: Property Owner(if different from applicant):. Town of Barnstable/DPW MA Public Access Board Name - Name 367 Main Street 1440 Soldiers Field Road stung Addles V Mailing Address Hyannis MA 02601 Brighton MA 02135 CIty/Tone Stale tip Code Cit (Town Slate Zip Cede 1. Project Location: Millway Road and Sandy Neck Barnstable Street Address Cily/Town 300&301 (Maraspin):263,322&328(Sandy Neck) 064,009,010(M);001,001 &001 (S.N.) Amassers Map/Plat Number Parcel/Lot Number 2. General Description of Approved Project: Maintenance dredging of Maraspin Creek/Barnstable Harbor and dredged material reuse. 3. Final Approved Plans and Other Documents(if different from those listed in Order of Conditions): Midway Beach Sand Management Plan(4 pages) 8/2007 Title Date Prepared by Vine Associates,Inc. Signed and Stamped by _ • Site Plans aSjteets) Title Se .2t)C36 Data Peter Williams.P.E. Signed and Stamped by 4. Date of issuance: 29 OCT 2007 Certified Mail#7'004 1350 0004 4585 481 Page t of 3 Oct. 31. 2007 1 :17PM No. 1202 P. 4 • Massachusetts Department of Environmental Protection DEP file Number:i`��;; S� 3-45t32 gi€ M, ;,Q' Bureau of Resource Protection—Wetlands f lion,' WPA Form 5-Superseding '" �tqOrder ofConditions Affirmation r .•c,�,1. ; , Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings The Department hereby finds that the project as proposed Is approved subject to the following conditions: In accordance with 310 CMR 10.05(7)(i),this Superseding Order of Conditions affirms the Order of Conditions issued by the Barnstable Conservation Commission on January 16,2007 except special conditions numbered 12 end 15(TOY condition). The Order of Conditions is attached and is incorporated by reference. 1. Ali work shall comply with the conditions contained in the attached Order of Conditions,subject to the following modifications: • a. The work shall comply with the plans referenced in this Superseding Order,if different from those listed in the Order of Conditions. b. The work authorized hereunder shall be completed within three years from the date of this Superseding Order unless otherwise specified below by the Department. c. Requests for extensions In accordance with General Condition#5 shall be submitted to the Department. d. Proof of recording in accordance with General Condition#8 shall be submitted to the Department. e. Requests for a Certificates of Compliance in accordance with General Condition#11 shell be submitted to the Department,and wetland boundary flags shall remain in piece pursuant to General Condition#16 until a Certificate of Compliance has been Issued by the Department. f. The Department makes no findings and imposes no conditions pursuant to a municipal bylaw or ordinance. g. Other: See attached sheet for additional special conditions numbered 1 through 8. C. Issuance • issued by the Department of Environmental Protection • Signature (1. /t:',`L G• / 4<fr..�t`'2cte Elizabeth A.Kouloheres,Bureau of Resource Protection On thisa? day of Vf f L,e'P ,200i/before me,the undersigned Notary Public,personally appeared • • Elizabeth A.Kouloheres,known to me based on personal knowledge of hlslher identity,and known to be . • the person whose name is signed on the preceding or attached document,and acknowledged to me that hefshe. igned it voluntarily for its stated purpose. BRENDA J.HARPER • I > Notary public • • //ma:4.e_ L 11 Coatmwn+rpo!lhafMassackwslts t: • f "�" , �. t My Commission Expires . V �: Iwtm�t7,�1) N ary Public My commission expires VIM • Page 2 of 3 . 0:1 31, RI)/ 1 , 1$rv, �. 11J1 '. 7 • APPEAL.RIGHTS ARE ATTACHED Notice of Appeal Rights: A) Appeal Rights and Time Limits The applicant or landowner,the conservation commission,any person aggrieved by this Superseding Order or Determination if previously a participant in the penult proceedings,any owner of land abutting the land subject to this Superseding Order or Determination if previously a participant in the permit proceedings,or any ten residents of the city or town where the land is located,if any one resident was previously a participant in the permit proceedings,are hereby notified of their right to file a Notice of Claim for an Adjudicatory Appeal(Notice of Claim)pursuant to M.G.L.c.30A,sec.10. Previous participation in the Superseding Order or Determination permit proceedings means the submission of written information to the Conservation Commission prior to the close of the public hearing,filing a Request For A Superseding Order or Determination with the Department,or providing written information to the Department prior to issuance of a Superseding Order or Determination. Complete adjudicatory appeal applications require the submittal of a Notice of Claim and an Sduudlcatory Appeal Fee Transmittal Porm. A completed Fee Transmittal Form(available at:b -:Nwww mass,govloaafeetrans.htm)including an appeal fee payment of$100.00,must be mailed to the DEP Lockbox at: Department of F.nvironmental Protection Box 4062 Boston,MA 02211 The Notice of Claim(including a copy of the S 100.00 appeal fee payment check and a copy of the Fee Transmittal Form)must be sent by certified mail or be hand delivered to the Department within ten business days after the date of issuance of this Superseding Order or Determination. The Notice of Claim must be addressed to: Case Administrator Department of Environmental Protection One Winter Street--2"°Floor Boston,MA 02108 A copy of the Notice of Claim shall,at the same time,be sent by certified mail or hand delivery to the Conservation Commission,the applicant,and any other parties involved in the proceeding, The Notice of Claim shall clearly and concisely set forth the facts related to the proceeding,the reasons the Superseding Order or Superseding Detemunation is considered to be inconsistent with 310 CMR 10.00 and does not contribute to the protection of the interests identified in M.G.L.c. 131,!)40,and the relief sought though the adjudicatory appeal,including time changes desired in the Superseding Order or Superseding Determination. The Notice of Claim must include a copy of the document subject to the appeal and set forth: the Department Wetlands Fite Number the name of the applicant and address of the project;the complete name,address,telephone and telefax(if any)numbers of the party filing the request,and,if represented by counsel,the name, address,telephone and telefax Warty)numbers of the attorney;the Dames,addresses,telephone and telefax(if any)numbers of all other parties,if known;and a statement that a copy of the request has been sent to the applicant,the conservation commission and each other party or representative of such party,if known. In addition,any person filing a Notice of Claim must also set forth sufficient facts to demonstrate their status as a person aggrieved,an abutter,or a ten residents group,and provide documentation to demonstrate previous participation,where required. Failure to submit all necessary information may result in a dismissal by the Department of the Notice of Claim for an Adjudicatory Hearing. Any ten persons nary intervene in an adjudtcatory proceeding pursuant to M.G.L.c.30A,s. IOA. • Pane 3 of 3 Oct. 31. 2007 1118P c, 11ii1 r. C Superseding Order of Conditions for Town of Barnstable,-File No, SE 3-4582 Special Conditions contInued: 1. This Superseding Order of Conditions(SOC)permits the proposed maintenance dredging of approximately 15,000 cubic yards(CY)of sediment from the entrance channel of Maraspin Creek. This SOC also permits the beneficial reuse of approximately I0,000 CY of dredged sandy sediments(<7%fines)at Millway Beach,Sandy Neck Cottage area, Sandy Neck Lighthouse area,and at the Sandy Neck public beach. In addition,this SOC permits the reuse of approximately 5,000 CY of sediment from the Blish Point Sediment Containment Area(BPSCA)at Millway Beach or the Sandy Neck public beach. Alternatively,the applicant shall obtain a Beneficial Use Determination(BUD)from MA DEP Solid Waste Section for upland re-use of the sediments removed from the BPSCA. 2. The approximately 5,000 CY of silty sand(<24%fates)to be dredged is not suitable for beach or dune nourishment and shall be placed within the BPSCA or the applicant shall obtain a BUD from MA DEP Solid Waste Section for upland reuse. 3. A Chapter 9I permit and a Water Quality Certification shall be obtained from the Department prior to the proposed dredging and disposal of dredged sediment seaward of mean high water. 4. A Chapter 91 license shall be obtained from the Department prior to the deployment of the proposed temporary sand containment structure(jersey bathers)adjacent to the boat ramp. Sediment that accumulates adjacent to the sand containment structure shall be managed in accordance with the Millway Beach Sand Management Plan. The sand contaituncnt structure shall be removed and stored at a suitable upland location during the off-season. 5. As recommended by MA Division of Marine Fisheries,in order to protect spawning and juvenile development of winter flounder and horseshoe crab,no dredging shall occur between January 15t and July 15th of any year. 6. As proposed in the Millway Beach Sand Management Plan, snow fencing shall be placed as depicted on the Plan in order to minimize the deposition of windblown sand onto the parking lot and surrounding areas and to encourage dune development. The Department would recommend that the fencing be left in place during the off-season_ 7. if'Millway Beach is used for sediment dewatering then the following requirements shall apply. In constructing the temporary dewatering basin(s)on Millway Beach.all sediments that are encountered that are not beach compattible(i.e.black$nc-grained material)shall be removed and placed within the BPSCA or the applicant shall obtain a • BUD from MA DEP Solid Waste Section for upland reuse. • 8. The applicant or designee shall conduct daily inspections of the dredging and beach/dune nourishment activities. If any sediments other than beach compatible sediments are observed during dredging of the outer channel seaward of Station 17+50,the applicant shall direct the dredging contractor to cease dredging operations and conduct an Uct. 3i. PR/ i : 1pm No. l'ltl[ r. i • ;: Massachusetts Department of Environmental Protection • DEP Fire Number. A Bureau of Resource Protection-Wetlands ki.-22,101-, WPA Form'5 -- Order of ConditionssE3.46a a Ka""�'.`` Massachusetts Wetlands ProtectionProvided by DEP .,i�,t Act M.G.L.M,G.L c. 131, §4Q And Chapter 237 of the Code of the Town of Barnstable A. General Information important: I.When filling . out forms on Barnstable the computer, Cateervadon Commiasion use only the This issuance If for(check one): key to move your cursor-do lig Order of Conditions not use the . return key. ❑ Amended Order of Conditions III To: Applicant Property Owner(if different from applicant): i fallX i Town of Barnstable/D.P.W. MA Public Access Board Name Name 36i Main Street 1440 Soldiers Field Road Mang Address - Mang Address Hyannis MA 02601 Brighton MA 02135 Cttyfl o*n state Zip Coda CltyfTown Stab: Zip Code 1. Project Location: Midway Road and Sandy Neck Barnstable Street Address Wage 300&301(Maraspin);263,322&338(Sandy Neck) 064,_009 010(M.);0011,001,and 001(S.N.) Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for; Barnstable County gook Pape C70259 CerbRoate(1 regietered tend) 3. Dates: September 14,2008 November 28,2006 Date Notice of Intent Filed Date Public Hearing Cloud Dale of Issuance 4. Final Approved Plans and Other Documents(attach additional plan references as needed): Site Plans(7 sheets) Sept.,_2006 Title Date rule Date Tale Date . 5. Final Plans and Documents Signed and Stamped by: • Peter Williams,P.E. Name 6. Total Fee: Exempt 1 (from Appendix B:Wetland Fee Transmittal Form) IMPAFN MS one•rev,warm ' v/roe t ors Oct. 3i. 1:''ii 1 ' 19FV: No. 12 P. n • Massachusetts Department of Environmental Protection DEP File number. ,�j'�~ 1:11 Bureau of Resource Protection -Wetlands isAmituitA WPA Form 5 - Order of Conditions 3E3=4582 Provided by DEP Massachusetts W etlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act Following the review of the above-referenced Notice of intent and based on the information provided in • this application and presented at the public hearing,this Commission finds that the areas In which work is proposed Is significant to the following interests of the Wetlands Protection Act.Check ail that apply: ❑ Public Water Supply ® Land Containing Shellfish ® Prevention of Pollution [j Private Water Supply 121 Fisheries 1$2 Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed,Is:(check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations,to protect those Interests checked above,This Commission orders that ail work shall be performed In accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order,To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those Interests checked above,Therefore,work on this project may not go forward unless and until a new Notice of intent is submitted which provides measures which are adequate to protect these interests,and a final Order of Conditions Is issued. ❑ the information submitted by the applicant is not sufficient to describe the site,the work,or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of intent is submitted which provides sufficient information and includes measures which are adequate to protect the Acre interests,and a final Order of Conditions is issued.A description of the specific Information which is lacking and why it Is necessary Is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions(only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with ell related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or Invasion of private rights. 3. This Order does not relieve the perrnittee or any other person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances,bylaws,or regulations. HwPAFanS.cbt•rw•/41PO5 PIP Y 017 U,t. sI. lai I . I°)ri+r No. Itilt r. 9 ;, Massachusetts Department of Environmental Protection ot=pr•!tBNrwnber. 4- Bureau of Resource Protection-Wetlands ,� WPA Form 5 - Order of Conditions SE3.4582 Provided by Der' Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 — And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date more than three years,but less than five years,from the date of Issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition In this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shalt be clean fill.Any till shall contain no trash,refuse, rubbish,or debris,including but not limited to lumber,bricks,piaster,wire,lath,paper,cardboard, pipe,tires,ashes,,refrigerators,motor vehicles,or parts of any of the foregoing, 7. This Order is not final until ail administrative appeal periods from this Order have elapsed,or if such an appeal has been taken,until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording Information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds,prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection'tor."MA DEP"j "File Number SE3-4582 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the wart described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission, 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a now Notice of intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and Inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. swpmartroac•tor.&!]A3 Pisa Jof7 , Oct. 31• 200/ 1:20PM No. 1102 V. 10 SE3-4582 Name: Town of BarnstabielD.P.W. Approved Plan= September,2006 Site Plans(7 sheets)by Peter Williams,P.E. Special Conditions of Approval L. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,tines,requirement to remove unpermitted structures.requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Suecial Conditions are contained on es 4.1 4.2 and 4.3 if neces Pug , sary.Ali conditions require your compliance. IL Prior to the start of work,the following conditions shall be satisfied: i. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission l'otms A and B shall by completed and returned to th Commissiotunfm to the start of work. 3. General Condition 9 on page 3(sign requirement)shall be complied with. • 4. The Conservation Commission shall receive written notice I week in advance of the start of work. 5. A protocol for in-situ evaluation of discharged dredge spoil on Millway Beech shall be developed in coosuitatioe with the Conservation Agent. Once approved,it shall be implemented. • ID. The following additional conditions shall govern the project once work begins: 6. Clean,compatible sand shall be placed on Millway Beach as a requisite part of this project.The purpose of this nourishment is to bury the remnant,fine organic material present since the most recent building of this beach. Pace 4.1 Oct. 31. 2007 1 :2OFM No. 17UY P. 11 7. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request of the applicant.Caution,a future Amended Order does not change the expiration date. 8. There shall be no disturbance of the salt marsh at Millway Beach. Spoil slurry shah be pumped to temporary berms created on beach,and discharged between(not within)salt marsh patches.Prior consultation with the Conservation Agent is required. In constructing the temporary berms,any remnant organic material which can be readily segregated shall be removed from the site and appropriately disposed of. The next 3 conditions shall apply should the Town elect to use the large geotexdle.reinforced stilling basin at Blish Point: 9. Spoil presently within the basin shall be removed from the site and appropriately disposed of,assuming its unsuitability for beach nourishment.Should testing Odle material clearly prove otherwise,it may be used as nourishment sand following approval of this revision by the Conservation Commission,and other permitting agencies as may be required. 10. Prior to use.stilling basin elevations shall be determined.At the conclusion of filling and sapping,the final elevations of the basin Shall not exceed the pre-existing. 11. Requirements far maintenance of a sand venter over the seaward face of the stilling basin shall continue under the Certificate of Compliance for file SB3-2553. The presently-damaged northwest face of the structure shall be promptly repaired. 12. A sand management plan shall be developed and Implemented for the Millway Beach/Blish Point locality pji to any nourishment activity there. As pan of this plan,a temporary sand detainment system. consisting of removable jersey barriers shall be placed up-drift of the Blish Point boat ramp,preventing migrating sand from burying the boat ramp. This system shall be designed and installed in a manner that preserves public passage across this area.The clean,accumulated sand shall be routinely removed and re- deposited on Millway Beach as part of the sand management plan. 13. The small patches of Spartina patens in the dune restoration area at Sandy Neck are found non-significant. • The proposed project will restore this area to dune,which it was prior to human intervention several decades ago.Under this Order,any higher-agency requirement for mitigative or compensatory salt marsh planting may be accomplished wider this Order,provided advance approval of the planting plan by the Conservation Agent. Page 4.2 0:1. 31. 2007 1 :20N No, !Luz r. it 14. A post-dredging bathymetric survey shall be performed by the project engineer within 1 year of the dredging event,and the results submitted to the Conservation Commission for compliance review purposes. 15. Work shall occur during the off-season only: October 15-March 1. 13. Following dune nourishment on Sandy Neck,access through the reclaimed dune shall be delineated in consultation with the Sandy Neck Park Manager. No additional access roads shall be provided unless approved in advance by the Conservation Commission. 14. Proposed beach grass planting of dredge spoil on Sandy Neck may ensue only upon approval by MA Natural Heritage and Endangered Species Program(MNHESP). 15. Heavy equipment tracks shall be raked smooth immediately following the conclusion of the Sandy Neck bathing beach area nourishment.Alternatively,the bathing beach nourishment may ensue by mucking of sand overland to its destination. IV. After all work Is completed,the following conditton shall be promptly met 16. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the vetoes'for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. • • • Page 4.3 J:? 3l in/ i :Iwo to. 11J1 i'. l3 �,- . Massachusetts Department of Environmental Protection DeF Hie Number. , Bureau of Resource Protection- Wetlands ii .,. WPA Form 5 - Order of Conditions SE -4582 Provided by DEP ''''°ja ' Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once In place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. Ali sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls It may deem necessary.Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. • see attached Findings as to municipal bylaw or ordinance Furthermore,the Barnstable hereby finds(check one that applies): Conservation C,ammi salon C1 that the proposed work cannot be conditioned to meet the standards set forth in a municipal • • ordinance or bylaw specifically: Chapter 237 of the Code of the Town of Barnstable Municipal ordinance or Bylaw Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order of Conditions Is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically. Chapter 237 of the Code of the Town of Barnstable _ Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications.or other proposals submitted with the Notice of Intent, • the conditions shall control. DWPAtanns.eac•rev.aanrps Page aai7 • • UE t. i i. /CA/ i l l ry NO. 11101 P. 14 �; Massachusetts Department of Environmental Protection DEP Fue Number: Bureau of Resource Protection -Wetlands .. 1 1 WPA Form 5 - Order of Conditions SE3.4582 Provided by DEP t°'* ,_ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid tot three years,unless otherwise specified as a special condition pursuant to General Conditions*4,from the date of issuance. mot. ---- This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office(see Appendix A)and the property owner(if different from applicant)_ Signatures: c ..::::::), / , ."'�', 31.44% // iktialitifill"11 On I /6 td Of � _, Da ...?-",07 to and Year before me personally appeared / e . • P--14,11.ea.. r \. Kam{ • to me known to be the person described in and who executed the Ore•;ing L'}AI'J it-410319iNA>ER ' ' ackno d that he/she exec d the sa as his/her free aot - O ARY PUBLICN a COMMONWEALTH 13cMASSACHUSETTS Nola Public My Comm1e -teff°" .., - - 1 _, This Order is issued to the applicant as follows: • •0 by hand delivery on Date 0 by certitied mail,return receipt requested,on ' Print Name Signature Date BWPAFo.mSdoe••w.341/0$ P*Oa 6 of 7 PFc. 1/U2 F. l Adjudicatory Hearing Fee Transmittal Form Page I of I Fee Transmittal Form Request for Adjudicator),Appeal Department of Environmental Protection Person/Party Making Request Applicant(if applicable): (ifappropriate.name group representative) Name: Name: Street Street: Ctly/Town: City/Town: ..�. • —ate State/Zip Coda State/Zip Code: Phone: Project Location: DEP File or ID Number: Arat Of Filing Fee Attached:$ . Instructions 1.Send this form and tack or money order for$100.00.payable to the Commonwealth of Massachusetts,to the DEP Lockbox at:Department of Environmental Protection,Box 4082,Boston,MA 02211. 2.Send a copy of this form and a copy of the check or money orderwlth the Request for an AdJudicatory Appeal to:Docket Cleric Office of Administrative Appeals,One Winter Street,Boston,MA 02108. Important! This form is Intended for fee transmittal only.The contents of a request for an adjudicator/appeal(Notice at Claim)are established at 310 CMR 1.01 (6)and the substantive statutes and regulations governing the Department's action. Privacy Policy Message Page 1 of 5 Coleman, Nina From: Stepanis,Fred Sent: Tuesday,December 04,2012 9:28 AM To: Coleman, Nina Subject:RE:8E3-4582-TOBiDPW>Permit Extension Dear Ms. Coleman: Thank you for your email regarding the status of this project.This permit fits the definition of "approval"and meets"tithe period"requirement of§173 of the Permit Extension Act,as it is OR approval that was active between August IS',2008 and August 15,2012. I have added 4 years to the Order of Conditions.It will now expire MAY 23,2018. Sincerely yours, Fred Stepanis,Assistant Conservation Division Town of Barnstable 200 Main Street Hyannis,MA 02601 phone:508-567-4046 • -----Original Message---- From:Coleman,Nina Sent Friday,November 02,2012 9:58 AM To Stepanis, Fred Subject: RE: 5E3.4876-TOB/DPW-Permit Extension Fred, Thanks for clarifying. The way I read this taw the new expiration dates for Sandy Neck OOCs are as follows: SE3-4129 would expire July 15,2016 SE3.4207 would expire December 17,2016 SE3-4986 would expire February 14,2017 SE3-4582(local only)would expire May 23,2018 5E3.4713 and SE3-4712 would expire April 14,2018 Please confirm so 1 can update my records. Thanks, Nina Nina'Z.Coleman Sandy Neck Park Manager. 1189 Phinneys Lane Centerville,MA 02632 (508)362-8300-Gatehouse (508)790-6272-MBA 12/4/2012 Message Page 1 of 2 Coleman, Nina From: Stepanis, Fred Sent: Monday,November 28,2011 9:11 AM To: Coleman, Nina Cc: Saad,Dale;Canavan',Robert Subject:RE:SE3-4582.-TOBID,P.W. Dear Ms.Coleman: Thank you for your email-regarding the status of this project.This permit fits the definition of"approval"and meets "time period"requirement of§t73 of the Permit Extension Act,as it is an approval that was active between August 15,2008 and August 15,2010. 1 have added 2 years to the Order of Conditions.It will now expire MAY 23,2014. Please note:This extension is for the local OOC issued under Chapter 237 of the Code of the Town of Barnstable. Sincerely yours, Fred Saepanis,Assistant Conservation u ivisioi Town of Barnstable 200 Main Street Hyannis,MA 0260.1 phone:508•8624046 - Oiginal Message----- From: Coteman,Nina Sent Thursday; November 17, 2011 12:41 PM To: Stepanis, Fred Subject: SE34129-SE3-4207-SE3-4713-$E3-4712-5E3-4582-OOC extensions Fred, Please increase the following OOC by 2 years(if possible)as approved by the state SE3-4129 Phragmites removal set to expire in July of 2012 SE3-4207 Marsh trail repair set to expire Dee,2012 SE3-4713 ORV use of essential vehicles set to expire April 2014 SE3-4712 ORV use of recreational vehicles set to expire April 2014 SE3-.4582 Barnstable Harbor Dredging set to eXpire May 2014 • Thanks in advance, Nina Nina Z. Coleman Sandy Nock Park Manager 1189 Phinneys I.ane Centerville,MA 02632 1 i f2812011. r , r. r 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands u1:P Foie Nwnber. 4',, WPA Form 7 — Extension Permit for Orders of Conditions SE 3-4582 y .. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. General Information 1. Applicant: Nina Z.Coleman,Sandy Neck Park Manager Name Town of Bamstable,Marine and Conservation Affairs Division, 1189 Phinneys Lane Mailing Address Centerville MA 0262 CayfTown State Zip Code 2. Property Owner(if different); Name Mailing Address Cuyfrown to Zip Coda RECEIVED JAN 1 5 2015 B. Authorization 1oWN.OF BATANSaA£14E eXsrire g Em ravnentlit Mims L+v, The Order of Conditions(or Extension Permit)issued to the applicant or property owner listed above On; May 23,2008 Date for work at: Millway Rd.&Sandy Neck Barnstable 300a 301e);2�63,322,338 01A.0 064.po9,oio( oi(sNt. Street Address City/Town Assessor's MapWlat Number ParceUlo3 Number • KJJM •Aitilrardi.Mc•DEP 11•5M1Mities•ow.1/M 6 .Ptejo I o4 S Massachusetts Department of Environmental Protection DEP Re Number: Bureau of.Resource Protection -Wetlands • UV �1 orm 7 — Extension Permit for Orders of Conditions SE 3-4582 Massachusetts Wetlands Protection Act M.G.L. c, 131, §40 Provided by DEP recorded at the Registry of Deeds for. Barnstable County _r Book page C70259 Certificate(d registered taut) is hereby extended until; May23,2018 Date This date can be no more than 3 years from the expiration date of the Order of Conditions or the latest extension.Only unexpired Orders of Conditions or Extension may be extended. Date the Order was last extended(if appticable): bvtc Issued by: Massachusetts Department of Environmental Protection Signature: s ..�......� �. .�..� )MI 13 2015 Elizabeth . Kouloheras, Bureau of Water Resources Date • KWJM v4Olotm74oe'CEP Addl'Ui 0•rev>In3/13 Pripafora Christine Player From: Mahala, Jim (DEP) <Jim.Mahala@MassMail.State.MA.US> Sent: Wednesday, October 07, 2015 1:58 PM To: Christine Player Cc: Johnston, David (DEP); Hill, David (DEP); Chin, Ken (DEP) Subject: RE: Barnstable Outer Harbor Entrance Channel Dredging -Proposed Work Plan Modification Christine, After conferring with Ken Chin on your proposed work plan for the dredging of the outer channel in Barnstable Harbor and reviewing the Blish Point Dewatering Area Concept Plan that you submitted with your email, DEP is of the opinion that the work plan is within the scope of activities permitted under DEP Wetlands File#3-4582. Please let me know if you have any further questions. Regards, Jim Mahala,Acting Chief,Wetlands&Waterways Program MassDEP Bureau of Water Resources 20 Riverside Drive Lakeville,MA 02347 tel: 508-946-2806 fax:508-947-6557 Jim.Mahala@state.ma.us From: Christine Player [mailto:CPlayer©cleengineering.com] Sent: Monday, September 21, 2015 9:32 AM To: Mahala,Jim (DEP) Cc: Johnston, David (DEP); Hill, David (DEP); Chin, Ken (DEP) Subject: RE: Barnstable Outer Harbor Entrance Channel Dredging - Proposed Work Plan Modification Will do....the Revised Plan request requires a project description,so you should have all you need to make your decision. Thanks so much for the quick feedback on this. Christine cleengr chasm,NI,Noyes11 1 I � { 1:508,74BO937 18+00:668,3220. $ t;508.748.1 i3. 4 - 15 Qeek 1Rd MtatSOrt.MA O2?38 I Cl f*04 g m 1P4iroctudia andl any 4trelt d deg urr mcear►c4i itts:otolIonfiortr EtwyncIffno.f ,Oat f ylt ar+ ,irsdea inhikgtaI► II you we riot the t»trn*d tot.you easy tot wit toy,digiiltqtr,o out ihl*hifolootlon (you two tresr'ce tt#$utststa1410 to try#,(*Nut twity Ott rc6d04 ktttr cditttl'y by ihytty c iitisil+rrtd Ono(Mot NS(Ad**, From: Mahala,Jim (DEP) [mailto:Jim.Mahala@MassMail.State.MA.US] Sent: Monday,September 21, 2015 9:30 AM To:Christine Player<CPlayer@cleengineering.com> Cc:Johnston, David (DEP)<david.iohnston@state.ma.us>; Hill, David (DEP)<david.hilk state.ma.us>; Chin, Ken (DEP) <ken.chin@state.ma.us> Subject: RE: Barnstable Outer Harbor Entrance Channel Dredging- Proposed Work Plan Modification Christine, Hope you are well too. Thanks for the heads up. I would suggest submitting the revised plan to SERO with a project description and a request to evaluate for a minor project change or an amendment to the SOC. Hope that works for you. Let me know if you have any questions or concerns. Thanks. 1 Jim Mahala,Acting Chief,Wetlands&Waterways Program MassDEP Bureau of Water Resources 20 Riverside Drive Lakeville,MA 02347 tel:508-946-2806 fax:508-947-6557 Jim.Mahala(cstate.m a.us From: Christine Player [mailto:CPlaver@ cleengineering.com] Sent: Monday, September 21, 2015 9:18 AM To: Mahala,Jim (DEP) Subject: Barnstable Outer Harbor Entrance Channel Dredging - Proposed Work Plan Modification Hi Jim- Hope all is well and you enjoyed this awesome summer! Went by way too fast for me. Well just in case you are wondering what's the next crisis in the Town of Barnstable.... I had a meeting with the Town &the Barnstable County Dredge last week regarding the urgent need to maintenance dredge the Outer Portion of the Barnstable Harbor Entrance Channel. The Town will be requesting emergency construction funding next week from the Board of Selectmen to perform the dredging this Fall/Winter season. If you recall,this work is currently authorized under an SOC(DEP File#SE3-45820 which Nina Coleman recently extended through 5/23/2018). The Outer Channel is all sand which is authorized to be placed at the Sandy Neck Cottage Area, Public Beach &Lighthouse along with along Millway Beach. There is an estimated±8,200 CY to be dredged from the channel and the Town is looking to have the County Dredge pump±2,500 CY over to the nourishment area at the Sandy Neck Cottage Area which is the remaining capacity that is available within the authorized template. (As FYI...this site was nourished in 2009 but not filled to capacity). The Town would like to truck the remaining±5,700 CY to the Sandy Neck Public Beach Facility to use as nourishment along the parking lot given the recent erosion struggles at the site over the past 3 winters. In order to truck the sediments, however,they will first need to be dewatered. Given that the material is all sand, it is not anticipated that sediments will take long to dewater...it is just a matter of pumping them into a receiving/dewatering pit so they can be mucked out and then loaded into trucks. The Town is looking to utilize an area of the backside of the Blish Point sediment containment basin in conjunction with an area of the Blish Point boat ramp parking lot to do this. Where the existing SOC currently allows for the use of the containment basin for dewatering/containment of sediments already,the only modification that seems to be required is that which would permit a portion of the back side of the earthen basin adjacent to the Blish Point boat ramp parking lot to be opened up and so this pit area and portion of the parking lot can be for dewatering and handling of sediments as required to truck them off-site to the Sandy Neck Public Beach area. The existing sediments from 2009 that are presently contained in this area of the basin will be temporarily removed/stockpiled on site and when the dredging is complete,they will be put back in the basin and the area will be restored. The existing parking lot area used would be enclosed with jersey barriers with an impermeable liner and be used as a sediment handling area. I am attaching a rough sketch of the proposed set-up to hopefully clarify what the plan is along with an overlay of this plan onto the basin plan that is authorized for use under the SOC. We have coordinated this proposed work plan with the Conservation Commission,and they have requested that the Town address this project modification through a "Revised Plan Request"with no formal amendment to the local OOCs being necessary. I am really not sure what the protocol is with regards to the SOC???....do we just submit the Revised Plan Request to your office or is something more required based upon DEP's assessment? Please advise...and of course, please feel free to contact me should you wish to discuss in greater detail. BTW...all of this (per usual) is on the fast track....We are planning to submit the revised plan request to Conservation by their 9/23 filing deadline, and the project will be presented at a public hearing on 9/29. As FYI, I will be following up with Ken Chin on this as well to confirm if there is anything required under the 401 WQC for the proposed work plan. He has been on vacation the last week,so I am hoping to speak with him today/tomorrow. 2 Thanks for your immediate attention to this...never a dull moment in the Town of Barnstable@ Christine M + Cif=* O ,1,?� I S i cleen � I; _.748 , 7 1 W04682220 t:508,148.1363.. 150=-kW {> cr +l z7 1, 't t3fty 71�s nviugio 4 an,/414cl9ti*d dO4ionem t 1 helots i fl940 CLC EtiftWartg, Chita b*ze 1(240 e.A rstlhtl, itthikVoi yOu bey not 14 fftrt►dad oxvi- r 1,you tows rasa tot tot* kiributr,w v e lhlsFitfoittatitn,Pt you hxne.' ft'te'ittd tN$ita SK4Sa4ti it1 ti Mt.p a5t ax ay the smdti fftif ttdintlj by a 41 fa0 then dtitte t1:1Es fOt tiol. 3 Massachusetts Department of Environmental Protection Provided by MassDEP: • Bureau of Resource Protection-Wetlands MassDEP File#:003-4582 Lit, / WPA Form S-Order of Conditions eDEP Transaction 11:844986 {, Massachusetts Wetlands Protection Act M.G.L.c. 131,§4i) C{ty/fown:BAR1�S fABL)J A. General Information 1.Conservation Commission BARNSTABLE 2.Issuance a. Ci OOC b.Ei Amended OOC - a.First Name b.Last Name c.Organization TOWN OF BARNSTABLE-DPW d.Mailing Address 382 FA!MOUTH ROAD e.City/Town HYANNIS f.State MA g.Zip Code 0260I _ F ::ili•.::fir:::^:,...?:: .!...q:i.`.;:;'::.::.::.;:•;,i;•• :; .,'.......i...::,' - �. 4:.Pxo era ;Ovi+ner:a::.:<<'!-r � ::, ::::: - ... : - ��:,. .t,' a.First Name b.Last Name c.Organization MA PUBLIC ACCESS BOARD d.Mailing Address 1440 SOLDIERS FIELD ROAD e.City/Town BRIGHTON f.State MA g.Zip Code 02135 5 Pr t - -o es..Lasatton .. a.Street Address MILLWAY(ROAD).&SANDY NECK b.City/Town BARNSTABL,E c,Zip Code 02135 d.Assessors Map1Plat#300&301(MARASPIN);263,322,&338 e.Parcel/Lot-II 064,009,010(M);00I,00I,&001 f.Latitude 41.73859N g.Longitude 70.33404W 6:Proprty:reeorded at:.th6 Regtstry..Q.f.l):eed:fQr,:<..i.: :.._,;.:.:.:.:•::.: :::::...:.:.:..:....I::I.:::-::.:T'.:_::'::.:_ :::::.::>::.:::;:.::::i a.County b.Certificate c.Book d.Page BARNSTABLE 121665 LCP 14088-A a.Date NOI Filed: 10/5/2006 b.Date Public Hearing Closed:6/2I/2016 c,Date Of Issuance:7/1t20I6 8.Ftna1.,A cov i'i0ttittd..Qthar:D.ocuments::::: ::: .:.:.:..::.:..: ,_. ,::.:: _;; ,... .: ; .:;-: ': ; .. a.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d,Revised Final Date: e.Scale: SITE PLAN CLC ENGINERING, CARL,OS G.PENA,P.E. 6/16/2016 I" 60' INC. SITE PLAN(7 VINE,ASSOCIATES,ES, (PETER WILLIAMS,P.E. SEPTEMBER,2006 VARIOUS SHEETS) INC: SITE PLAN DANIEL M.GAGNE., DANIEL M.GAGNE,P.E. 9/3/2013 ON FILE P.E. Page I of 9*ELECTRONIC COPY • ` Massachusetts Department of Environmental Protection Provided by lviassOEP: ).--•---- Bureau of Resource Protection- Wetlandsi. Mass�EP File#:003-4582 \ eUE'sP Transaction#:844986 Iiiiiii. �'~, WPA Form 5-Order of Conditions AM.O.L. MassCity/ EP ARNSTA15 k Massachusetts Wetlands Protection Act .G. a 131, §40 LE • B. Findings l;:rmdxtigs-pt ruant.to:tiie::Massachusott4'.QVe NOW- Pfot ai iiAt::,;.: ..; ° .... .!- >.;.-; ;`;•° Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: • i a. 17 Public Water Supply b. r Land Containing Shellfish c.PI Prevention of Pollution d. r Private Water Supply e. r Fisheries f. E Protection of Wildlife Habitat g. T Ground Water Supply h. y, Storm Damage Prevention i. t'.? Flood Control 1 i : :° <°::2'Cd 'siohere.b lii .ttC rorci . et r : ; r: !;:::. > ; . 7 Approved subject to: a.IF The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b.3„The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.C.The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why ft is necessary is attached to this Order as per 310 CMR 10.05(6)(4 • 3 Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource 0 area specified in 310CMR 10.02(l)(a). a.linear feet • ..... ... :. ...I. .I.. II .I . ..�...:.. .i 1.......... _, ...,:.;,1:::::'i _ ':f':::..�'.':':fin" i'.'�.=: i:Y ce:Area.[nt acts.Port1 r�ovalsOnl '• . ,. '. . '�:���;��: Resource Area • Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement • '4.!:':::':r:::::.. ii:• : ':ice::_..-.:-::1:i- :.:.;.:: :....:.. ...... _ Il :•'.;; :::;::'. ... . ;• ! :. :::: 1;F - -:;;.>;.:i;::; ,.-::.:. -:';:::a.:latear ezt._:: :b.:luiear":feet`'::;:° :';'c:`Ii"ear:feet`- >;.=': :d:lie 'f' .°;?';<.;.`: .:.... ...:: 5.r Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet • :::r'$,.and:unsiet':Waterhoclts:usd:Witte'rwa x. :.:a;:;:�..:;:;::r::.;.:-.-:;:;:;,.;.: _ _ ..:: .: _. .._...�:. . :: i..a,. . . . :e0.;':':':•;-b;.s ogrzfe4t;0;::!<c;3. e:fec' :::Ts:.ds uare.feet!:''? :;: Page 2 of 9 e ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: MassDEP File#:003-4582 ) sT BwupreAauFoofrRmeso5urooe rPdroetrecotifocno-nWdeittliaonndss eDEP Transaction#:844986 City/town:BARNSTABLE .(\ Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 •7.f Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f cubic feet g.cubic feet h.cubic feet - a square feet b square feet c..cubic(ect d cubic feet ;cibic feet f ubicfeet 9.E Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 10011 e.square feet d.square feet e.square feet C square feet Sq ft between 100-20011 g.square feet h.square feet L square feet j.square feet • Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement . . . . . • • 10 V Designated PàrtAreas ndtcaic size undei Land Under the Ocean below 1 11.I:Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12 E Barrier Beaches I ndtvate size wider Coastal Beale aid/çr Coastal Dunes biloW r 13. Coastal Beaches a.square feet b.square feet c.cly nourishment d.cry nourishment 15.n Coastal Banks a.linear feet b.linear feet a square feet b square feet 17.r Salt Marshes a.square feet b.square feet c.square feet d.square feet • ...................................................................................................................................................... •0:491 .0,to4 Page 3 of 9*ELECTRONIC COPY • Massachusetts Department of Environmental Protection Provided by MassDEP: %1\- Bureau'AForm of ResourceSO Protectionder -CondiWetlantids MassDEP File#:003-4582 -�, eDEP Transaction#:844986 Wl - r o ons Cityf own:BARNSTABLE; Massachusetts Wetlands Protection Act M.O.L.c. 1.31,§40 19.C_"•Land Containing Shellfish _ a.square feet b.square feet c.square feet d.square feet ::I,. ;F:•;J:::;j.a:= >::.;:c:;.;:.•:':.. `;:';';.IiidiCai tzei d . seal: it nlandB" :.. andt3¢deis#het;:: :20..1]fisli'lt i....;-::.JA. .:..,:.•:::::, ;:! !.::;:<; ;::s:.•' ';':,...:.O� a 46.Woruiia�}`y�l,Land.L.uderlWater' desai dWa erwa p ....-.:;•:-:i '"::'i _�I :�'.',1.�:: :_:. !:.;;. :.1!:' I;,rI f}�! .1.� ^,1.:1. "';f;:. .;,.. _ __ {���Y :.M:��r..;::.�.:,;.:.;Y�7 -. r ..,.. :*::, •�:::?�.::.....,:: :�.::::: .:: .�{fir �,I:� �}t'• :,,..::5.: btsv r� ,, ...-t:,,,r,_i,:.::.. ; ,!•:.. ,.. .:.:.. :.. :'is�,:� .a .::—�:-:. •.I — . —_ _ , : ot: ,:.,,.. ..: ;;._..:.. ...:,. .. I. ._I ..,.. :ec(...dceii',d.d dred�ed `i .:;!.'-:'.:r':., :I:�..- ..::; ..I'. 21.f7 Land Subject to Coastal Storm Flowage a.square feet b.square feet r: Restoration/Enhancement(For Approvals Only) 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.5.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of BVW b.square feet of Salt Marsh .,......: :. .......,_ ,I:•::;.I-.I:,_..:..:,.::::.;:.,vl rl .I . r::. ::'s.;:.:.:-:...:r: t*..ii:: :li i'. 0 C Streams Crossing(s) lithe project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a.number of new stream crossings b.number ofrelacement stream crossings - C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the pennittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: . a.the work is a maintenance dredging project as provided for in the Act;or h.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. • 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. b. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any till used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. 8. This Order is not final until all administrative appal periods from this Order have elapsed,or if such an appeal has been taken, Page 4 of 9' ELECTRONIC COPY Massachusetts Department of Environmental Protection1 L Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4582 WPA Form 5-Order of Conditions eDEP Transaction#:844986 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:BARNSTABLE until all proceedings beforc the Department have been completed. 9. No work shall be undertaken until the Order has become fmal and then has bcen recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording infonnation shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work.. 1 I0. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or'MassDEP"] File Number:"003-4582" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DEP. 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. I4. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her . designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) D is not(2)F] subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that:L.all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Page 5 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-WetlandsN.::) .'IL MassDEP File#:003 4582 WPA Form 5-Order of Conditions cDEP Transaction#:844986 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:BARNSTABLE Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;ii..as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;iii any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater Standard 10;iv.all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-teen pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) -Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a pennittee for purposes of implementing the requirements of Conditions 19(f)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered • without the prior written approval of the issuing authority. I) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around Page 6 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: - bureau PAFor ofRmesourceSArder ProtectiLI\ onofConditi-Wetlanonsds MassDEP File#:003-4582 W - � 'ed by action#:844986 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cityli'own:BARNSTABLE stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: D. Findings Under Municipal Wetlands Bylaw or Ordinance I. Is a municipal wetlands bylaw or ordinance applicable?P. Yes r No 2. The Conservation Commission hereby{check one that applies); a. t DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: I.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. APPROVES the proposed work,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw TOWN OF 2.Citation S 237-1-S 2.37-14 BARNSTABLE 3. The Conunission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1,7.2,7.3,AND 7.4 Page 7 of 9*ELECTRONIC COPY SE3-4582 2°dAmended Order Name: Town of Barnstable/D.P.W. Approved Plan= June 16,2016 Site Plan by Carlos G.Pena,P.E., September,2006 Site Plans(7 sheets)by Peter Williams,P.E., September 3,2013 Site Plan by Daniel M.Gagne,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 4 and continue on pages 5 and 6. The Special Conditions are contained on pages 7.1,7.2 and 7.3 if necessary.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 9(recording requirement)on page 4 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition 10 on page 5(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The Natural Resources Department shall be notified at least twenty-one(21)working days prior to the start of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable, shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. 6. The applicant shall consult with the Harbor Master prior to start of work on the project to address any navigational issues that may arise. Page 7.1 III. The following additional conditions shall govern the project once work begins. The next four conditions(Nos.7,8,9,and 10)shall apply to the 2016 amended order request: 7. The amended order is allowing maintenance dredging of the Mid-Entrance Channel located within 8. Bamstable Harbor using mechanical methods(barge mounted excavator or crane)with unconfined offshore 9. disposal of approximately f 3,492 cubic yards(CY)of sediments at the Cape Cod Bay Disposal Site (CCBDS). 10. Dredging shall not occur between February 1—June 30,(or as further restricted in state and federal 11. permits)to protect winter flounder and horseshoe crab spawning and juvenile development. 12. No dredge barge or boat serving as an accompanying power vessel to the barge shall operate outside the 13. channel area in water when there is less than a two-foot separation between motor skeg and the substrate. 14. A post-dredging bathymetric survey shall be performed by the project engineer within one(1)year of the dredging event,and the results submitted to the Conservation Commission for compliance review purposes. 15. Clean,compatible sand shall be placed on Millway Beach as a requisite part of this project. The purpose of this nourishment is to bury the remnant,fine organic material present since the most recent building of this beach. 16. This permit is valid for three(3)years from the date of issuance,unless extended by the Commission at the request of the applicant,. A future Amended Order does not change the expiration date. 17. There shall be no disturbance of the salt marsh at Millway Beach. Spoil slurry shall be pumped to temporary berms created on beach,and discharged between(not within)salt marsh patches.Prior consultation with the Conservation Agent is required. In constructing the temporary berms,any remnant organic material which can be readily segregated shall be removed from the site and appropriately disposed of. The following three conditions shall apply,should the Town elect to use the large geotextile-reinforced stilling basin at Blish Point: 18. Spoil presently within the basin shall be removed from the site and appropriately disposed of,assuming its unsuitability for beach nourishment.Should testing of the material clearly prove otherwise,it may be used as nourishment sand following approval of this revision by the Conservation Commission,and other permitting agencies as may be required. Page 7.2 19. Prior to use,stilling basin elevations shall be determined.At the conclusion of filling and capping,the final elevations of the basin shall not exceed the pre-existing. 20. Requirements for maintenance of a sand veneer over the seaward face of the stilling basin shall continue under the Certificate of Compliance for file SE3-2553. The presently-damaged northwest face of the structure shall be promptly repaired. 21. A sand management plan shall be developed and implemented for the Millway Beach/Blish Point locality prior to any nourishment activity there. As part of this plan,a temporary sand detainment system, consisting of removable jersey barriers shall be placed up-drift of the Blish Point boat ramp,preventing migrating sand from burying the boat ramp. This system shall be designed and installed in a manner that preserves public passage across this area.The clean,accumulated sand shall be routinely removed and re- deposited on Millway Beach as part of the sand management plan. 22. The small patches of Spartina patens in the dune restoration area at Sandy Neck are found non-significant. The proposed project will restore this area to dune,which it was prior to human intervention several decades ago.Under this Order,any higher-agency requirement for mitigative or compensatory salt marsh planting may be accomplished under this Order,provided advance approval of the planting plan by the Conservation Agent. 23. A post-dredging bathymetric survey shall be performed by the project engineer within 1 year of the dredging event,and the results submitted to the Conservation Commission for compliance review purposes. 20. Following dune nourishment on Sandy Neck,access through the reclaimed dune shall be delineated in consultation with the Sandy Neck Park Manager. No additional access roads shall be provided unless approved in advance by the Conservation Commission. 21. The 2013 Amended Order permits trucked-in sand for dune nourishment adjacent to the parking lots.Sand shall be clean and compatible. 22. Proposed beach grass planting of dredge spoil on Sandy Neck may ensue only upon approval by MA Natural Heritage and Endangered Species Program(MA NHESP). 23. Heavy equipment tracks shall be raked smooth immediately following the conclusion of the Sandy Neck bathing beach area nourishment.Alternatively,the bathing beach nourishment may ensue by trucking of sand overland to its destination. Page 7.3 IV. After all work is completed,the following condition shall be promptly met: 24. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. • Page 7.4 • Massachusetts Department of Environmental Protection Provided by MaisPEP; L Bureau of Resource Protection-Wetlands SE3.4582 WPA Form 5 Order of Conditions h asgoEP File ii ' k Massachusetts Wetlands Protection Act NM.G:L. c. 131, §40' eDEP Transaction it Barnstable CityrroAn, E. Signatures Irnportanti When This Order is valid for three years,unless otherwise specified as a special JUL "` 1 2016 filling our forms o0ndition pursuant to General Conditions#4,from the date of issuance. I.Date of Issuance On the compuies, use only the tab Please indicate the number of members who will sign this form. key to mare your This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers cursor-do not use the return The Order must be mailed by certified mail(return receipt requested)or hand delivered to key. the applicant.A Dopy must be mailed,hand delivered or filed el " t nically at the same time rA with the appropriate MasSDEP Regional Office, Signatures: 0001.444X . 't- �_j , .. .'L 'LA . 1 ..........3, r /� I r 4 ❑ by hand delivery on ►: by certified mail,return receipt, requested,on JUL :1 2016 Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in vihich such land is located,are hereby notified of their right to request the appropriate MassOEP Regional Office to issue a Superseding Order of Conditions,The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7). within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if helshe Is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate.prior participation In the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department,prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c:131, §40),:and is inconsistent with the wetlands regulations(310 CMR 1(tOtl),To the extent that the Order is based on a municipal ordinance or bylaw,and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction, wposoc25.600.ow.00nsrJ)ia 1,49,E 1 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4582 sN)sy, Iii, / WPA Form 5-Order of Conditions eDEP Transaction#:844986 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Iown:BARNSTABLE • E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified l/17/2007 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended ] Date of Original Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must be signed by 6 a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed • or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant Signatures: PETER SAMPOU FAT PIU LEE LAURENCE MORIN DENNIS It HOULE LOUISE R.FOSTER JOHN E.ABODEELY G by hand delivery on ❑by certified mail,return receipt requested,on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is bcing appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131,§40),and is inconsistent with the wetlands regulations(310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. • Page 8 of 9*ELECTRONIC COPY • MasQP` Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs • Department of Environmental Protection _ . Southeast Regional Office•20 Riverside Drive, Lakeville MA 02347.5013-946.2700 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito • Martin Suuberg Lieutenant Governor Commissioner • NOV - 72016 Town of Barnstable RE: BARNSTABLE--Wetlands clo Christine M.Player File No.SE 3-4582 CLE Engineering,lnc. Amended Superseding Order 15 Creek Road of Conditions-Affirmation Marion,Massachusetts 02632 Dear Ms,Player: • Following an in-depth review of the above-referenced file and in accordance with Massachusetts General Laws,Chapter 131,Section 40,the Department of Environmental Protection has issued the enclosed Amended Superseding Order of Conditions, This Amended Superseding Order approves the proposed maintenance dredging of the Mid-Entrance Channel located within Barnstable Harbor using mechanical methods (barge mounted excavator or crane) with unconfined offshore disposal of approximately 3492 cubic yards(CY) of sediment at the Cape Cod Bay Disposal Site(CCBDS). The Department has determined that the project area is significant to the statutory interests of flood control,storm damage prevention, and the protection of land containing shellfish,fisheries and wildlife habitat. A grain size analysis of the sediments to be dredged indicate that they all contain in excess of 10%fines and as such are not suitable for re-use as beach nourishment, As a result,the Department has determined that it is acceptable for the dredged sediment to be disposed of at the CCBDS. • In the opinion of the Department the reasons given here are sufficient to justify this Amended Superseding Order of Conditions. However,the Department reserves the right,should there be further proceedings in this matter,to raise additional issues and present further evidence as may be appropriate: This information Is available in alternate format.Calf the MassDEP Diversity Office at 817.556.1139.TTYt7 MassRelay Service 1-800•439-2370 MassDEP Websrte:wvnv.mass.govfdep Printed on Recycled Paper -2- If you have any questions concerning this matter please contact me at(508)946-2806. • Very truly yours, Jarhts)Mahala,Chief Wetlands&Waterways Program -TM/m Enclosure CERTIFIED MAIL I70121640 0001 4831 3768 cc: Barnstable Conservation Commission ecc: DEP-Boston ATTN: Ken Chin • Fe Massachusetts Department of Environmental Protection DE SE 3-45u82 mber. ' :';.}iorli ` Bureau of Resource Protection—Wetlands -=_`` �=-- WPA Form 5-Superseding Order of Conditions - Affirmation `11 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General information From: MA Department of Environmental Protection Issuing Authority This issuance is for: ® Amended Superseding Order of Conditions—Affirmation To: Applicant: Property Owner (if different from applicant): Town of Barnstable/DPW MA Public Access Board Name Name 367 Main Street 1440 Soldiers Field Road Mailing Address Mailing Address Hyannis _ MA 02601 Brighton MA 02135 CilylTown State Zip Code Cilylrown State Zip Code 1. Project Location:. Millway Road and Sandy Neck Barnstable Street Address Cityrrown 300&301 (Maraspinj263,322&328(Sandy Neck) 064,009,010(M).; 001 &001 (S.N.) Assessors Map/Plat Number Parcel/Lot Number 2. General Description of Approved Project: This Amended SOC permits the maintenance dredging of the Mid-Entrance Channel with disposal at _the Can C.od Bay Disnnsat Site(CCBDS). -------------_--_-- . Pagel of4 i p DEP File Number. Massachusetts Department of Environmental Protection SE Z /�{y 8 r Bureau of Resource Protection—Wetlands 1�i;-=� WPA Form 5-Superseding Order of Conditions - Affirmation H_- Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 3. Final Approved Plans and Other Documents(if different from those Listed in Order of Conditions): Barnstable Harbor. Mid-Entrance Channel Maintenance Dredging Project 6/6/2016 • Title Date Carlos G. Pena,P.P., _ ___....._.— Signed and Stamped by 4. Date of Issuance: NOV 7 2016 Certified Mail #7012 1640 0001 4831 3768 • B. Findings _W..��.. The Department hereby finds that the project as proposed is approved subject to the following conditions: In accordance with 310 CMR 10.05(7)(i),this Superseding Order of Conditions affirms the Order of Conditions issued by the Barnstable Conservation Commission on January 16,2007. The Order of Conditions is attached and is incorporated by reference. 1. All work shall comply with the conditions contained in the attached Order of Conditions,subject to the following modifications: a. The work shall comply with the plans referenced In this Superseding Order, if different from those listed in the Order of Conditions. Any change to the plans referenced herein shall require the applicant to inquire of the Department in writing whether the change is significant enough to require the filing of a new Notice of Intent. b. The work authorized hereunder shall be completed within three years from the date of this Superseding Order unless otherwise specified below by the Department. c. Requests for extensions in accordance with General Condition#5 shall be submitted to the Department. d. Proof of recording in accordance with General Condition#9 shall be submitted to the Department. e. Requests for a Certificate of Compliance in accordance with General Condition#12 shall be submitted to the Department,and wetland boundary flags shall remain in place pursuant to General Condition#16 until a Certificate of Compliance has been issued by the Department f. The Department makes no findings and imposes no conditions pursuant to a municipal bylaw or ordinance. g. Other: See attached sheet for additional special conditions numbered 1 through 9. JM/jm Page 2 of 4 • Massachusetts Department of Environmental Protection ts�P File Number: :...:..:.: p SE 3-4582 __ y ; ..-- Bureau of Resource Protection —Wetlands WPA Form 5-Superseding Order of Conditions - Affirmation =�: {.. `' = Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 issuance . Issued by: Department of Environmental Protection • Vitt/ — 72016i Signature: � Jame hale,Chief,Wetlands&Waterways Program Date • C) Appeal Rights and Time Limits The applicant,the landowner,any person aggrieved by the Superseding Order,Determination or other Reviewable Decision as defined at 310 CMR 10.04,who previously participated in the proceedings leading to this Reviewable Decision,the conservation commission,or any ten(10)residents of the city or town where the land is located if at least one resident was previously a participant in the permit proceeding,are hereby notified of their right to appeal this Reviewable Decision pursuant to M.G.L.c30A,§ 10,provided the request is made by certified mail or hand delivery to the Department,along with the appropriate filing fee and a MassDEP Fee Transmittal Form within ten (10)business days of the date of issuance of this Superseding Order or Determination,and addressed to: Case Administrator Office of Appeals and Dispute Resolution Department of Environmental Protection • One Winter Street,2' Floor Boston,MA 02108. A copy of the request(hereinafter also referred to as Appeal Notice)shall at the same time be sent by certified mail or hand delivery to the Conservation Commission,the applicant,the person that requested the Superseding Order or Determination,and the issuing office of the MassDEP at: MassDEP 20 Riverside Drive Lakeville,MA 02347 In the event that a ten resident group requested the Superseding Order or Determination,the Appeal Notice ' shall be served on the designated representative of the ten resident group, whose name and contact . information is included in this Reviewable Decision(when relevant). Page 3 of 4 Contents of Appeal Notice An Appeal Notice shall comply with the Department's Rules for Adjudicatory Proceedings,310 CMR 1.01(6)and 310 CMR 10.05(7)(j),and shall contain the following information: (a) the MassDEP Wetlands File Number,name of the applicant, landowner if different from applicant,and address of the project; (b) the complete name,mailing address,email address,and fax and telephone numbers of the party filing the Appeal Notice; if represented by consultant or counsel,the name,fax and telephone numbers,email address, and mailing address of the representative;if a ten residents group,the same information for the group's designated representative; (c) if the Appeal Notice is filed by a ten(10)resident group,then a demonstration of participation by at least one resident in the previous proceedings that led to this Reviewable Decision; • (d) if the Appeal Notice is filed by an aggrieved person,then a demonstration of participation in the previous • proceeding that lead to this Reviewable Decision and sufficient written facts to demonstrate status as a person aggrieved; {e) the names,telephone and fax numbers,email addresses,and mailing addresses of all other interested parties, if known; {f) a clear and concise statement of the alleged errors contained in the Department's decision and how each alleged error in inconsistent with 310 CMR 10.00 and does not contribute to the protection of the interests identified in the Wetlands Protection Act,M.G.L.c.1.31, §40, including reference to the statutory or regulatory provisions that the party filing the Appeal Notice alleges has been violated by the Department's Decision,and the relief sought,including any specific desired changes to the Department's decision; (g) a copy of the Department's Reviewable Decision that is being appealed and a copy of the underlying Conservation Commission decision if the Reviewable Decision affirms the Conservation Commission decision; (h) a statement that a copy of the request has been sent by certified mail or hand delivery to the applicant and the conservation commission;and (i) if asserting a matter that is Major and Complex,as defined at 310 CMR 10.04(1),a statement requesting that the Presiding Officer make a designation of Major and Complex,with specific reasons supporting the request. Filing Fee and Address A copy of the Appeal Notice along with a MassDEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston,Massachusetts 02211 The request will be dismissed if the filing fee is not paid,unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town(or municipal agency),county, district of the Commonwealth of Massachusetts,or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee pursuant to 310 CMR 4.06(2)for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. Page 4 o14 Amended Superseding Order of Conditions for Town of Barnstable, -File No. SE 3-4582 Special Conditions continued: • 1. This Amended Superseding Order of Conditions permits the proposed maintenance dredging of the Mid-Entrance Channel located within Barnstable Harbor using mechanical methods(barge mounted excavator or crane)with unconfined offshore disposal of approximately 3492 cubic yards (CY)of sediment at the Cape Cod Bay Disposal Site(CCBDS) in accordance with the referenced plan. 2. This Superseding Order of Conditions(SOC)permits the proposed maintenance dredging of approximately 15,000 cubic yards(CY)of sediment from the entrance channel of Maraspin Creek. This SOC also permits the beneficial reuse of approximately 10,000 CY of dredged sandy sediments(<7%fines)at Millway Beach,Sandy Neck Cottage area, Sandy Neck Lighthouse area,and at the Sandy Neck public beach. In addition,this SOC permits the reuse of approximately 5,000 CY of sediment from the B1ish Point Sediment Containment Area(BPSCA)at Millway Beach or the Sandy Neck public beach. Alternatively, the applicant shall obtain a Beneficial Use Determination(BUD) from MA DEP Solid Waste Section for upland re-use of the sediments removed from the BPSCA. 3. The approximately 5,000 CY of silty sand(<24%fines)to be dredged is not suitable for beach or dune nourishment and shall be placed within the BPSCA or the applicant shall obtain a BUD from MA DEP Solid Waste Section for upland reuse. 4. A Chapter 91 permit and a Water Quality Certification shall be obtained from the Department prior to the proposed dredging and disposal of dredged sediment seaward of mean high water. 5. A Chapter 91 license shall be obtained from the Department prior to the deployment of the proposed temporary sand containment structure(jersey barriers)adjacent to the boat ramp. Sediment that accumulates adjacent to the sand containment structure shall be managed in accordance with the Millway Beach Sand Management Plan. The sand containment structure shall be removed and stored at a suitable upland location during the off-season. 6. As recommended by MA Division of Marine Fisheries, in order to protect spawning and juvenile development of winter flounder and horseshoe crab,no dredging shall occur between January 15th and July 15th of any year. 7. As proposed in the Millway Beach Sand Management Plan,snow fencing shall be placed as depicted on the Plan in order to minimize the deposition of windblown sand onto the parking lot and surrounding areas and to encourage dune development. The Department would recommend that the fencing be left in place during the off-season. 8. If Millway Beach is used for sediment dewatering then the following requirements shall apply. In constructing the temporary dewatering basin(s)on Millway Beach,all sediments that are encountered that are not beach compatible (i.e. black fine-grained material)shall be removed and placed within the BPSCA or the applicant shall obtain a BUD from MA DEP Solid Waste Section for upland reuse. 9. The applicant or designee shall conduct daily inspections of the dredging and beach/dune nourishment activities. If any sediments other than beach compatible sediments are observed during dredging of the outer channel seaward of Station 17+50, the applicant shall direct the dredging contractor to cease dredging operations and conduct an investigation regarding the nature of the suspected material. if the suspected material is determined to be incompatible for beach nourishment,the applicant shall remove the suspected material and shall dispose of it appropriately after consultation with the Department. • • • • • • i • • of, r Massachusetts Department of Envtronmental.Protectlon DEP Fllo Number: `/ ,. it �``� Bureau of Resource Protection-Wetlands . WPA Form 5 -- Order of Conditions - .- S1=3-4582 y(144. Provided by DEP v$ ib39' 4r Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 - ift-FumsAnd Chapter 237 of the Code of the Town of Barnstable . A. Genera!Information Important: From: -' . When filling - • • out forms on Barnstable • • , the compute, Conservation Commission - - • • use only the ' • tab key to • .This Issuance if for(check one): . move your cursor-do • f ) Order of Conditions . . not-use the - . . return key. 0 Amended Order of Conditions . 1111 To: Applicant: Property Owner(If different from applicant): .n am Town of Barns#able/D.t'.W. MA Public Access Board Name • Name - _ 367 Main Street ......: 1440 Soldiers Field Road Mai y Address Malting Address • Hyannis .MA 02601 Brighton - MA • 02135 Cityfrown State Zip Code City/Town Slate Zip Code 1_ Project Location:. - • - Mliiway Road and Sandy Neck ' Barnstable - • - Street Address Village ' • 300&301(Maraspin);263, 322&338(Sandy Neck)-064,009,010 (M.)!001,001,and 001(S.N.) ' Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for: • • Barnstable _ - County Book Page C70259 • _ Certificate(If registered land) . S. Dates: -September 14,2006 November 28, 2006 •. Date Notice of intent flied - Date Public Hearing Closed Date of issuance • 4.•.Final Approved Plans and Other Documents (attach additional plan references as needed): - • Site Plans (7 shoots) - ---- _ ..._ Sept., 2006 • Title - • . • Data - • • Title Date :Title Date • • •5. ' Final Plans and Documents Signed and Stamped by: • Peter Williams, P.E. N• ame . • • 6. Total-Fee: - Exempt :...._. .. - (from Appendix B:+Welland i:ee Transtnittai Form) of� l Massachusetts Department of Environmental Proles#!on OEPFIleNumber: •, ` ,j o Bureau of F�esource Protection -Wetlands . . 1 BAR rABLk 1 WPA Form 5 - Order of Conditions SEa:4582 - MASA - Provided by OCR 4'.',• '6".zo notis Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • And Chapter 237 of the Code of the-Town of Barnstable B. Findings - - . Findings pursuant to the Massachusetts Wetlands Protection Act: ' • Following the review of the above-referenced Notice of Intent and based on the information provided In . - s this application andpresented at the public-hearing,this Commission finds that the areas In which work is proposed is significant to the following interests of the Wetlands Protection Act.Check all that apply:- 0 Public Water Supply El Land Containing Shellfish igi Prevention of Pollution • - 0 Private Water Supply ►'I .Fisheries ' - E) Protection of Wildlife Habitat • . -❑ Groundwater Supply El Storm Damage'Prevention • El Flood Control • ' ' • Furthermore,this Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: • . • • i• the following conditions which are necessary,In accordance with the performance standards set forth in the wetlands regulations,to protect those interests.checked above.This Commission orders that all . work shall be performed in accordance wish the Notice of Intent referenced above, the following • General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications, or other proposals submitted with • the Notice of Intent, these conditions shall control. . . . . • Denied because: • - • 0 the proposed work cannot be conditioned to meet the performance standards set forth in the wetland • regulations to protect those Interests checked above.Therefore,work an this project may not go . forward Unless and until a new Notice of Intent is submitted which provides measures which are . adequate to protect these interests,and a final Order of Conditions is Issued. • • U the information submitted by the Applicant Is not sufficient to describe the Site,the work,or the effect • of the work on-the Interests Identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of intent is submitted which provides sufficient .information and-includes measures which are adequate to protect the Act's interests,•and a final. - Order of Conditions is issued.A description of the specific Information which is lacking'and why it Is necessary Is attached to this Order as per 310 CMI=t 10.05(6)(c). General Conditions (only applicable to approved projects) • - - 1. Failure to corliply with all conditions stated herein,and with all related statutes and other regulatory • • measures,shall be deemed cause to revoke or modify this Order. - • 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any - _ . • , Injury to private property, or Invasion of private rights. - . - 3. This Order does not relieve the porrnittee or any other person of the necessity of complying with all ' . • other applicable federal,state,or local statutes,ordinances,bylaws, or regulations. YPAForn',.doc•rev.en SN5 • Pap 2 of 7 Massachusetts Department of Environmental Protection DEP File Number. • -,,y�, Bureau.of Resource Protection - Wetlands lh .",s s��a5132 ,-",!it WPA Form 5 ;-- Order of Conditions �rE3-45yot=P 1cuw �� • p ,to_I.'°� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • �FA MA And Chapter 237 of the Code of the Town of Barnstable • B. Findings (cont.) • . • . • 4. The work authorized hereunder shall be completed within three years from the data of this Order unless either-of the following apply: • - - a. the work is'a maintenance dredging project as provided for in the Act;or . ' b, the time for completion has been extended to a specified date.more than three years,but iess than five years,from the date of Issuance. if this Order is intended to be valid for more than three • years,the extension date and the special circumstances warranting the extended time period are - set forth as a special condition in this.Order. - • . 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at feast 30.days prior to the expiration date of the Order, 6. Any fill used In connection with this project shall be clean fill.Any flit shall contain no trash,refuse, rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard, pipe, tires,ashes,refrigerators, motor vehicles, or parts of any of the foregoing. • _ 7. . This Order is not final until all administrative_appeai periods from this Order have elapsed, or if such • an appeal has been taken,until all'proceedings before the Department have beet'completed. •• 8. No work shall be undertaken until the Order has become final and then has been-recorded In the • Registry of Deeds or the Land Court for the district in which the land Is located,within the chain of title of the affected properly. in the case of recorded land,the Final Order shall also be noted in the • • - Registry's Grantor index under the name of the owner of the land upon which the proposed work is to be done: in the case of the registered land,the Final Order shall also be noted on the Land Court - Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission en the form at the end of this Order, • - which form must be stamped by the Registry of Deeds,prior to the commencement of work- 9. A sign shall be displayed at the site not less then two square feet or more than three squareleet in size bearing the words, • "Massachusetts Department of Environnmentai Protection"(or,"MA DEP"j • "File Number SE3-4582 " ' - 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the - Conservation Commission shall be a party to all agency proceedings and hearings before DEP. . . ,11. Upon completion of the work described herein, the appllcant'shall submit.a Request for Certificate of • • Compliance(WPA Form 8A)to the conservation Commission. • 12. The work shall conform to the plans and special conditions referenced in this order. ' - • ' 13, Any change to the plans identified-in Condition #12 above shall require the applicapt to Inquire of the • Conservation Commission in writing whether the change is signif icant enough.to require the filing of a new Notice of Intent. - - . - •• • 14. The Agent or members of the-Conservation Commission and the Department of Environmental • • Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours • to evaluate compilance with the conditions slated in this Order,and may require the submittal of any . data deemed necessary by the Conservation Commission or Department for that evaluation. ' • - .. • .SE3-4582. Nance: ' Town.of Bartrstable/D.P.W. - - .. ,Approved Plan= September,2006 Site Plans(7 sheets)by Peter Williams,P.E. • Special Conditions of Approval • • I, Preface face • • Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. • .• The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted . , sh tictrrres,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. . . The General.Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 43 if necessary.Ail conditions require your compliance. 1L - Prior to the start of work,the following conditkons shall be satisfied: - . 1. •Within one month of receipt of this Order of Conditions and prior to,the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied With. 2. It is the responsibility of the applicant,the owner and/or sticcessor(s)and the project contractors to ensure • that all conditions of this Order are complied with. The applicant shall provide copies of the Order of . Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start . of work.,Barnstable Conservation Commission,Forms A and B shall be completed and returned to the Commission prior to the start of work. ' 3, General Condition 9 on page 3(sign requirement)shall be complied with. . 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. . 5, A protocol for In-situ evaluation of discharged dredge spoil on Miilway Beach shall be developed in ' consultation with the Conservation Agent. Once approved;it shall be implenreiited.. - . • TIT. The following additional conditions shall govern the project once work begins: . 6. Clean,compatible sand shall be placed on Miltway Beach as a requisite part of this project.The purpose of • • this nourishment is to bury the remnant,fine organic material present since the most recent building of this • beach. . - • • . - Pane �- - - :. - —. 7. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request • of the applicant.Caution:a future Amended Order does not change the expiration date. • 8. There shall be no disturbance of the salt marsh at Millway Beach. Spoil sluiryshall be pumped to temporary berms.created on beach,and discharged between(not within)salt marsh patches.Prior - consultation with the Conservation Agent is required. In constructing the temporary berms,any remnant - organic material which can be readily segregated shall be removed from the site and appropriately disposed of. . The next 3 conditions shall apply should the Town elect to use the large geote7ctihe-reinforced . stilling basin at Blish Point: • 1 9. Spoil presently within the basin shall be removed from the site and appropriately disposed of,assuming its unsuitability for beach nourishment,Should testing of the material clearly prove otherwise,it may be used • • as nourishment sand following approval of this revision'by the Conservation Commission,and other • . permitting agencies as may be required. • .. - 10. Prior to use,stilling basin elevations shall be determined. At the conclusion of filling and capping,the final • eleva.tions of the basin shall not exceed the pre-existing. 11. Requirements for maintenance of a sand veneer over the seaward face of the stilling basin shall continue under the Certificate of Compliance for file 5113-2553. The presently-damaged northwest face of the • •structure shall be.promptly repaired.. ' 12. A sand management plan shall be developed and implemented for the Millway Beach1I31isb Point locality prior to any nourishment activity there. As part of this plan,a temporary sand detainment system, • consisting of removable jersey barriers shall be placed up-drift of the flush Point boat ramp,preventing . ' migrating sand-from burying the boat ramp. This system shall be designed and installed in a manner that . .preserves public passage across this area.The clean,accumulated sand shall be routinely removed and re- • . deposited on Mill'vray Beach as part of the sand management plan. . ' 13. The small patches of Spartina patens in the dune restoration area at Sandy Neck are found non-significant. • The proposed project will restore this area to dune;which it was prior to human intervention several decades ago.Under this Order,any higher-agency requirement for mitigative or compensatory salt marsh , planting may be accomplished under this Order,provided advance approval of the planting plan by the Conservation Agent: -- • • 14. A post-dredging bathymetric survey.shall be performed by the project engineer within 1 year of the dredging event,and the results submitted to the Conservation Commission for compliance review purposes. • 15. Work shall occur during the off-season only:. October i5-Mvtarch 1. 13. Following dune nourishment on Sandy Neck,access through the reclaimed dune shall be delineated in consultation with the Sandy Neck Park Manager. No additional access roads shall be provided unless approved in advance by the Conservation Commission. • 14..Proposed beach grass planting of dredge spoil on Sandy Neck may ensue only upon approval by MA Natural Heritage and Endangered Species Program(MNHESP). • 15. Heavy equipment tracks shall be raked smooth immediately following the conclusion of the Sandy Neck bathing beach area nourishment.Alternatively,the bathing beach nourishment may ensue by trucking of sand overland to its destination. IV. After all work is completed, the Cpllowing condition shall be promptly met: 16. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted..Barnstable Conservation Commission&Jl C shall be completed and returned with the request for a C_erticate of Compliance. Where a project has been • completed in accordance with plans stamped by a registered professional engineer,architect,'landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. • ' • • • • • • -Page.4.3 - �•0;0y Massachusetts Department of Environmental Protection DEP Fite Number; / ,,, o Bureau of Resource Protection - Wetlands �..,r, SE3-•4582 • stae = WPA Form 5 �-- Order of Conditions t�ro�tded bypEP . A � ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ike mg( — -. And Ohapfer 237 of the Code of the Town of Barnstable • B. Findings (cont.) • 16. This Order of Conditions shall apply to any succos§or in Interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by • this Order. 0 16. Prior to the start of work,and if the project Involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden . stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. • . 17. Ali sedimentation barriers shall be maintained In good repair until all disturbed areas have been fully • - stabilized with vegetation or other means.At no time shall sediments be deposltedin a wetland or . . ' water body.During construction, the applicant or his/her designee shall inspect the erosion controls en a daily basis and shall remove-accumulated sediments as needed.The applicant shall immediately • control any erosion problems that Occur at the site and shall also Immediately notify the Conservation • • • Cornmission,'whIch reserves the right to require additional erosion and/or damage prevention controls It may deem necessary.Sedimentation barriers shall serve as the-limit of work unless another limit of. work line has been approved by this Order. - • sea'attached — • y . • Findings as to municipal bylaw or ordinance . Furthermore,the Barnstable hereby finds(check one that applies): Conservation Commission - - 0 that the proposed work cannot be conditioned-to meet the•standards set forth In a municipal . ordinance or bylaw specifically: Chapter 237 of the Code of the Town•of Barnstable • Municipal Ordinance or Bylaw Citation ' Therefore,work on this project may not go forward unless and until a revised Notice of Intent is • submitted which provides measures which are'adequate to meet these standards, and a final Order of Conditions Is issued. . . 0 that the following additional conditions are necessary to comply with a municipal ordinance'or"bylaw, . specifically: - Chapter 237 of the Code of the Town of Barnstable _ - Municipal ordinance or ieylaW Citation The Commission orders that all work shall be performed in accordance with the said additional - ' conditions and with the Notice of Intent referenced above.To the extent that the following conditions • _ • modify or differ from the plans, specifications,or other proposals submitted with the Notice of intent, . the conditions shall control. • — _...___ o....A.--- .. • • °f„ ,D Massachusetts Department of Environmental Protection Di p File Number: Bureau of Resource Protection -Wetlands . ; - i : WPA Form 5 --- Orden-of Conditions sus-4 s2 r ` • Provided by DEP�A,� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A And Chapter 237 of the Code of the Town of Barnstable . • B. Findings (cont.) . . Additional conditions relating to municipal ordinance or bylaw: • • - This Order is valid for three years, unless otherwise specified as a special condition pursuant to General - onditions ff4,from the date of issuance. Date - This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by • certified mail(return receipt requested) or hand delivered•lo the applicant.A copy also must be mailed,or ' hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office(see Appendix A)and the property owner(if different from applicant). Signatures: • .cZ.c7Z-2—:—'------- • , • • • Day y*HI and Year . before me personalty appeared . . - • to me known to be the person described in and who executed the'ore�ing�r ty�rc }(�j(�pER - ackno 6d Ihat he/she exec fed the sa as his/her tree act.at c.:-„i,:le,. NOTARY PUBLIC re J i ;' CL<PAHWEALFI 4f PAASSACNUSEItS `" " ' ��tom• ;. : :N iRES I1121Alti Kota Public My Commi`sloe'•:mire. <_...,-.-- — " This Order is Issued to the applicant as follows: - - - [ by hand delivery on Date- • ❑ by certified mail,return receipt requested,on Mint Name Signature pate _.. ... _. -.. ._ . . leAKnmS Mr..ray.972trn.5 - - ....._•- .••.�. ---__ - '- -Pa je5ol7• - 'MassDEP- Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection • Southeast Regional Office•20 Riverside Drive, Lakeville MA 02347.508-946-2700 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner SEP 1 3 2017 Town of Barnstable RE: BARNSTABLE--Wetlands do Christine M.Player File No. SE 3-4582 CLE Engineering,Inc. Amended Superseding Order 15 Creek Road of Conditions-Affirmation Marion,Massachusetts 02632 Dear Ms.Player: Following an in-depth review of the above-referenced file and in accordance with. Massachusetts General Laws, Chapter 131, Section 40,the Department of Environmental Protection has issued the enclosed Amended Superseding Order of Conditions. This Amended Superseding Order approves the proposed maintenance dredging of the Outer-Entrance Channel located within Barnstable Harbor using mechanical methods(barge mounted excavator or crane) with unconfined offshore disposal of approximately 3209 cubic yards(CY)of sediment at the Cape Cod Bay Disposal Site(CCBDS). The Department has determined that the project area is significant to the statutory interests of flood control, storm damage prevention,and the protection of land containing shellfish,fisheries and wildlife habitat. The Army Corps of Engineers(ACOE)has issued a Suitability Determination for the proposed dredged sediments from the Outer Entrance Channel for unconfined ocean disposal on August 2,2017. As a result,the Department has determined that it is acceptable for the dredged sediment to be disposed of at the CCBDS. In the opinion of the Department the reasons given here are sufficient to justify this Amended Superseding Order of Conditions: However,the Department reserves the right, should there be further proceedings in this matter,to raise additional issues and present further evidence as may be appropriate. • I • This information Is available In alternate format.Call the MassDEP Diversity Office at 617-556-1139.TTY#MassRelay Service 1.800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper -2- If you have any questions concerning this matter please contact me at(508) 946-2806. Very truly yours, Jam ahala,Chief Wetlands &Waterways Program 3l/i/jm Enclosure CERTIFIED MAIL#7016 0750 0000 1748 7434 • cc: Barnstable Conservation Commission • ecc: DEP-Boston ATTN: Ken Chin • • • • Massachusetts Department of Environmental Protection DEP File Number: ; :, SE 3-4582 ' � r, Bureau. of Resource Protection —Wetlands h `�mill WPA Form 5-Superseding Order of Conditions - Affirmation y " j61 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 um A. General Information (j From: MA Department of Environmental Protection Issuing Authority • `' This issuance is for: ® Amended Superseding Order of Conditions —Affirmation To: Applicant: Property Owner (if different from applicant): Town of Barnstable/DPW MA Public Access Board Name Name 367 Main Street 1440 Soldiers Field Road Mailing Address Mailing Address Hyannis MA 02601 Brighton MA 02135 City/Town State Zip Code City/Town State Zip Code 1. Project Location: Millway Road and Sandy Neck Barnstable • Street Address City/Town 300 &301 (Maraspin); 263, 322&328 (Sandy Neck) 064, 009, 010 (M); 001 & 001 (S.N.) Assessors Map/Plat Number Parcel/Lot Number 2. General Description of Approved Project: This Amended SOC permits the maintenance dredging of the Outer-Entrance Channel with disposal at the.Cane Cod Bay Disnosal Site(CCBDS). Page 1 of 4 DEP File Number: x :• Massachusetts Department of Environmental Protection SE 3-4582 . ,igj j 4 Bureau of Resource Protection —Wetlands Y� �Nei,71 _ WPA Form 5-Superseding Order of Conditions - Affirmation , Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ems. MI 3. Final Approved Plans and Other Documents(if different from those listed in Order of Conditions): Barnstable Harbor Entrance Channel Maintenance Dredging Project 8/30/2017 Title Date Michael Campagnone,P.E. Signed and Stamped by 4. Date of Issuance: SU 1 3 20111 Certified Mail#7016 0750 0000 1748 7434 B. Findings . The Department hereby finds that the project as proposed is approved subject to the following conditions: In accordance with 310 CMR 10.05(7)(i), this Superseding Order of Conditions affirms the Order of Conditions issued by the Barnstable Conservation Commission on January 16,2007. The Order of Conditions is attached and is incorporated by reference. 1. All work shall comply with the conditions contained in the attached Order of Conditions,subject to the following modifications: a. The work shall comply with the plans referenced in this Superseding Order,if different from those listed in the Order of Conditions. Any change to the plans referenced herein shall require the applicant to inquire of the . Department in writing whether the change is significant enough to require the filing of a new Notice of Intent. b. The work authorized hereunder shall be completed within three years from the date of this Superseding Order unless otherwise specified below by the Department. c. Requests for extensions in accordance with General Condition#5 shall be submitted to the Department. d. Proof of recording in accordance with General Condition#9 shall be submitted to the Department. e. Requests for a Certificate of Compliance in accordance with General Condition#12 shall be submitted to the Department, and wetland boundary flags shall remain in place pursuant to General Condition#16 until a Certificate of Compliance has been issued by the Department. f. The Department makes no findings and imposes no conditions pursuant to a municipal bylaw or ordinance. g. Other: See attached sheet for additional special conditions numbered 1 through 9. JM/jm Page 2 of 4 I I 1 Massachusetts Department of Environmental Protection SE Number: 4�,'1�k ie �Mrye, 3-4582 Bureau of Resource Protection —Wetlands 'x'll WPA Form 5-Superseding Order of Conditions - Affirmation • Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Issuance Issued by: Department of Environmental Protection SEP 13 2017 Signature: Janes i ala, Chief, Wetlands&Waterways Program Date C)Appeal Rights and Time Limits The applicant,the landowner,any person aggrieved by the Superseding Order,Determination or other Reviewable Decision as defined at 310 CMR 10.04,who previously participated in the proceedings leading to this Reviewable Decision,the conservation commission, or any ten(10)residents of the city or town where the land is located if at least one resident was previously a participant in the permit proceeding, are hereby notified of their right to appeal this Reviewable Decision pursuant to M.G.L. c.30A,§ 10,provided the request is made by certified mail or hand delivery to the Department,along with the appropriate filing fee and a MassDEP Fee Transmittal Form within ten (10)business days of the date of issuance of this Superseding Order or Determination, and addressed to: Case Administrator Office of Appeals and Dispute Resolution Department of Environmental Protection One Winter Street,2nd Floor Boston,MA 02108. A copy of the request(hereinafter also referred to as Appeal Notice)shall at the same time be sent by certified mail or hand delivery to the Conservation Commission,the applicant,the person that requested the Superseding Order or Determination, and the issuing office of the MassDEP at: MassDEP \_r 20 Riverside Drive Lakeville,MA 02347 In the event that a ten resident group requested the Superseding Order or Determination,the Appeal Notice shall be served on the designated representative of the ten resident group,whose name and contact information is included in this Reviewable Decision(when relevant). Page 3 of 4 Contents of Appeal Notice An Appeal Notice shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6)and 310 CMR 10.05(7)(j),and shall contain the following information: (a) the MassDEP Wetlands File Number, name of the applicant, landowner if different from applicant,and address of the project; (b) the complete name,mailing address,email address,and fax and telephone numbers of the party filing the Appeal Notice; if represented by consultant or counsel,the name,fax and telephone numbers,'email address, and mailing address of the representative;if a ten residents group,the same information for the group's designated representative; (c) if the Appeal Notice is filed by a ten(10)resident group,then a demonstration of participation by at least one resident in the previous proceedings that led to this Reviewable Decision; (d) if the Appeal Notice is filed by an aggrieved person,then a demonstration of participation in the previous proceeding that lead to this Reviewable Decision and sufficient written facts to demonstrate status as a person aggrieved; (e) the names,telephone and fax numbers,email addresses,and mailing addresses of all other interested parties, if known; (0 a clear and concise statement of the alleged errors contained in the Department's decision and how each alleged error in inconsistent with 310 CMR 10.00 and does not contribute to the protection of the interests identified in the Wetlands Protection Act,M.G.L. c.131,§40,including reference to the statutory or regulatory provisions that the party filing the Appeal Notice alleges has been violated by the Department's Decision,and the relief sought,including any specific desired changes to the Department's decision; (g) a copy of the Department's Reviewable Decision that is being appealed and a copy of the underlying Conservation Commission decision if the Reviewable Decision affirms the Conservation Commission decision; (h) a statement that a copy of the request has been sent by certified mail or hand delivery to the applicant and the conservation commission;and (i) if asserting a matter that is Major and Complex,as defined at 310 CMR 10.04(1),a statement requesting that the Presiding Officer make a designation of Major and Complex,with specific reasons supporting the request. Filing Fee and Address A copy of the Appeal Notice along with a MassDEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston,Massachusetts 02211 I. The request will be dismissed if the filing fee is not paid,unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town(or municipal agency),county,district of the Commonwealth of Massachusetts,or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee pursuant to 310 CMR 4.06(2)for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue fmancial hardship together with the hearing request as provided above. Page 4 of 4 Amended Superseding Order of Conditions for Town of Barnstable, -File No. SE 3-4582 Special Conditions continued: 1. This Amended Superseding Order of Conditions permits the proposed maintenance dredging of the Outer-Entrance Channel located within Barnstable Harbor using mechanical methods(barge mounted excavator or crane)with unconfined offshore disposal of approximately 3209 cubic yards(CY) of sediment at the Cape Cod Bay Disposal Site(CCBDS) in accordance with the referenced plan. 2. This Superseding Order of Conditions(SOC)permits the proposed maintenance dredging of approximately 15,000 cubic yards(CY) of sediment from the entrance channel of Maraspin Creek. This SOC also permits the beneficial reuse of approximately 10,000 CY of dredged sandy sediments(<7%fines) at Millway Beach, Sandy Neck Cottage area, Sandy Neck Lighthouse area, and at the Sandy Neck public beach. In addition,this SOC permits the reuse of approximately 5,000 CY of sediment from the Blish Point Sediment Containment Area(BPSCA) at Miliway Beach or the Sandy Neck public beach. Alternatively,the applicant shall obtain a Beneficial Use Determination(BUD) from MA DEP Solid Waste Section for upland re-use of the sediments removed from the BPSCA. 3. The approximately 5,000 CY of silty sand(<24%fines)to be dredged is not suitable for beach or dune nourishment and shall be placed within the BPSCA or the applicant shall obtain a BUD from MA DEP Solid Waste Section for upland reuse. 4. A Chapter 91 permit and a Water Quality Certification shall be obtained from the Department prior to the proposed dredging and disposal of dredged sediment seaward of mean high water. 5. A Chapter 91 license shall be obtained from the Department prior to the deployment of the proposed temporary sand containment structure(jersey barriers) adjacent to the boat ramp. Sediment that accumulates adjacent to the sand containment structure shall be managed in accordance with the Millway Beach Sand Management Plan. The sand containment structure shall be removed and stored at a suitable upland location during the off-season. • 6. As recommended by MA Division of Marine Fisheries, in order to protect spawning and juvenile development of winter flounder and horseshoe crab,no dredging shall occur • between January 15th and July 15th of any year. 7. As proposed in the Miliway Beach Sand Management Plan,snow fencing shall be placed as depicted on the Plan in order to minimize the deposition of windblown sand onto the parking lot and surrounding areas and to encourage dune development. The Department would recommend that the fencing be left in place during the off-season. 8. If Miliway Beach is used for sediment dewatering then the following requirements shall apply. In constructing the temporary dewatering basin(s)on Miliway Beach, all sediments that are encountered that are not beach compatible (i.e. black fine-grained material)shall be removed and placed within the BPSCA or the applicant shall obtain a BUD from MA DEP Solid Waste Section for upland reuse. 9. The applicant or designee shall conduct daily inspections of the dredging and beach/dune nourishment activities. If any sediments other than beach compatible sediments are observed during dredging of the outer channel seaward of Station 17+50,the applicant shall direct the dredging contractor to cease dredging operations and conduct an investigation regarding the nature of the suspected material. If the suspected material is determined to be incompatible for beach nourishment,the applicant shall remove the suspected material and shall dispose of it appropriately after consultation with the Department. II F. Massachusetts Department of Environmental Protection ;: I Adjudicatory Hearing Fee Transmittal Form IMPORTANT!This form is intended for fee transmittal only.The contents of a request for an adjudicatory .appeal(Notice of Claim)are established at 310 CMR 1.01(6)and the substantive statutes and regulations governing the Department's action. A. Person/Party Making Request 1. Name and address of person or party making request: . Important:When fillingout forms --_.. .._._..-..- --_.-_...... ...._._._�__-- Name-If appropriate,name group representative • on the computer, . use only the tab -- -- key to move your Street Address cursor-do not • use the return City State Zip Code . key. 6 0 2. Project Information: Street Address -- __-_---- • .• • ----_.__ City State Zip Code • • • DEP File or ID Number Amount of filing fee attached Email Address • • • B. Applicant (if applicable) .•• 1. Name and address of applicant: Name-If appropriate,name group representative M-- Street Address City State Zip Code : Email Address C. Instructions • • • 1. Send this form and check or money order of$100.00 payable to the Commonwealth of Massachusetts to the MassDEP Lockbox at: • Department of Environmental Protection P.O. Box 4062 . • Boston, MA 02211 . 2. Send a copy of this form and a copy of the check or money order with the Request for Adjudicatory Appeal(Notice of Claim)to: Case Administrator Office of Appeals and Dispute Resolution • One Winter Street Boston, MA 02108 • Adj.Hearing Fee Transmittal 2014.doc•rev.5/13 AdjudIcatory Hearing Fee Transmittal Form•Page 1 of 1 COMMONWEALTH OF MASSACHUSETTS / EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS * DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner March 7, 2005 John Jacobson Town of Barnstable Department of Public Works 367 Main Street Hyannis, MA 02601 Re: 401 WATER QUALITY CERTIFICATION Application for BRP WW 07, Major project dredging, At: Maraspin Creek, BARNSTABLE Transmittal Ng: W057766 ACoE Application Ng: 2004-4187 Dear Mr. Jacobson: The Department has reviewed your application for Water Quality Certification, as referenced above. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et seq.), MGL c.21, §§ 26-53, and 314 CMR 9.00, it has been determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. The waters of Maraspin Creek are designated in the Massachusetts Surface Water Quality Standards as Class SA Outstanding Resource Waters. Such waters are intended "as excellent habitat for fish, other aquatic life and wildlife and for primary and secondary contact recreation." New or increased discharges to Outstanding Resource Waters are prohibited unless the discharge is dredged or fill material, limited as specified in 314 CMR 9.00. Anti-degradation provisions of these Standards require that"existing uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." Proposed project: The proposed project entails maintenance dredging of 5000 yd3 from the outer portion of the Maraspin Creek navigation channel. The channel, 60-feet wide at the bottom and approximately 970 feet in length will be dredged to a depth of-4 ft. mean low water with a one-foot overdredge. A hydraulic dredge will be employed and sediment will be pumped This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep 0 Printed on Recycled Paper 401 Water Quality Certification, Maraspin Creek, BARNSTABLE Page 2 Transmittal N2: W057766 to the beach and allowed to dewater. The dredged-material will be used to nourish 42,7000 ft2 of beach and repair of an existing berm at the Blish Point dewatering area. Sediment sample data: Four sediment samples were obtained from the channel and submitted for analysis of grain-size distribution. Grain size results indicate that sediment contains between 2 and 7% material passing the No. 200 sieve. The Department received no comments during the 21-day public comment period for this application, which began January 21, 2005 with the publication of the public notice in a local newspaper and on January 26, 2005 with the publication of the public notice in the Environmental Monitor. Section 61 Findings: Pursuant to M.G. L. Chapter 30, Sections 61 to 62H including (M.E.P.A.) this project was reviewed as EOEA Ng 13408 and the Secretary's Certificate, issued on January 7, 2005, indicated that preparation of an Environmental Impact Report was not required. Therefore, based on information currently in the record, the Department grants a 401 Water Quality Certification for this project subject to the following conditions to maintain water quality, to minimize impact on waters and wetlands, and to ensure compliance with appropriate state law: 1. The Contractor shall take all steps necessary to assure that the proposed activities will be conducted in a manner that will avoid violations of the anti-degradation provisions of Massachusetts Surface Water Quality Standards that protect all waters, including wetlands. 2. Prior to the start of in-water work, the Department shall be notified of any proposed change(s) in plans that may affect waters or wetlands. The Department will determine whether the change(s) require a revision to this Certification. 3. Work in waters and wetlands shall conform substantially to plans submitted in application to this Department: five sheets, signed and stamped by Peter J. Williams, dated 12/13/2004— revised January 19, 2005— Phase 1 only. 4. The Department shall be notified, attention Yvonne Unger 617-292-5893, one week prior to the start of in-water work so that Department staff may inspect the work for compliance with the terms and conditions of this Certification. 5. Future maintenance dredging may be conducted as necessary for a period of five years from the date of this Certification, provided that: a. the initial project and any subsequent dredging has been conducted satisfactorily with no violations of the terms and conditions of this Certification, b. sediment placement on the beach occurs within the boundaries of the project described herein, c. the grain-size distribution of the sediment to be dredged is compatible with the grain- distribution of the beach, and d. no known spills of oil or other toxic substances have occurred which could have contaminated the sediment in the dredge area. 6. Dredging in accord with this Certification may begin following the 21-day appeal period and once all other permits have been received. 401 Water Quality Certification, Maraspin Creek, BARNSTABLE Page 3 Transmittal Ng: W057766 7. Within 30 days of the completion of the initial dredging, a bathymetric survey of the channel, depicting post-dredge conditions, shall be sent to the Department. 8. Disposal of any volume of dredged material at any location in tidal waters is subject to approval by this Department and the Massachusetts Coastal Zone Management office. 9. Prior to commencement of any work at the site, erosion control measures [staked hay bales] shall be utilized as shown in the referenced plans. The erosion control barriers shall be maintained until all disturbed areas have been stabilized. This certification does not relieve the applicant of the obligation to comply with other applicable state or federal statutes or regulations. Any changes made to the project as described in the previously submitted Notice of Intent, 401 Water Quality Certification application, or supplemental documents will require further notification to the Department. Certain persons shall have a right to request an adjudicatory hearing concerning certifications by the Department when an application is required: a. the applicant or property owner; b. any person aggrieved by the decision who has submitted written comments during the public comment period; c. any ten (10) persons of the Commonwealth pursuant to M.G.L. c.30A where a group member has submitted written comments during the public comment period; or d. any governmental body or private organization with a mandate to protect the environment that has submitted written comments during the public comment period. Any person aggrieved, any ten (10) persons of the Commonwealth, or a governmental body or private organization with a mandate to protect the environment may appeal without having submitted written comments during the public comment period only when the claim is based on new substantive issues arising from material changes to the scope or impact of the activity and not apparent at the time of public notice. To request an adjudicatory hearing pursuant to M.G.L. c.30A, § 10, a Notice of Claim must be made in writing, provided that the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form within twenty-one (21) days from the date of issuance of this Certificate, and addressed to: Docket Clerk Office of Administrative Appeals Department of Environmental Protection One Winter Street, 3rd Floor Boston, MA 02108. A copy of the request shall at the same time be sent by certified mail or hand delivery to the issuing office of the Wetlands and Waterways Program at: Department of Environmental Protection One Winter Street, 6th Floor Boston, MA 02108. 401 Water Quality Certification, Maraspin Creek, BARNSTABLE Page 4 Transmittal Ns: W057766 A Notice of Claim for Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information pursuant to 310 CMR 9.10(3): a. the 401 Certification Transmittal Number and DEP Wetlands Protection Act File Number; b. the complete name of the applicant and address of the project; c. the complete name, address, and fax and telephone numbers of the party filing the request, and, if represented by counsel or other representative, the name, fax and telephone numbers, and address of the attorney; d. if claiming to be a party aggrieved, the specific facts that demonstrate that the party satisfies the definition of"aggrieved person" found at 314 CMR 9.02; e. a clear and concise statement that an adjudicatory hearing is being requested; f. a clear and concise statement of(1) the facts which are grounds for the proceedings, (2) the objections to this Certificate, including specifically the manner in which it is alleged to be inconsistent with the Department's Water Quality Regulations, 314 CMR 9.00, and (3) the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written Certification; and g. a statement that a copy of the request has been sent by certified mail or hand delivery to the applicant, the owner(if different from the applicant), the conservation commission of the city or town where the activity will occur, the Department of Environmental Management (when the certificate concerns projects in Areas of Critical Environmental Concern), the public or private water supplier where the project is located (when the certificate concerns projects in Outstanding Resource Waters), and any other entity with responsibility for the resource where the project is located. The hearing request along with a DEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory-hearing filing fee pursuant to 310 CMR 4.06(2) for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. No activity may begin prior to the expiration of the appeal period or until a final decision is issued by the Department if an appeal is filed. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties, under MGL c.21 §42, 314 CMR 9.00, MGL c. 21A §16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. 401 Water Quality Certification, Maraspin Creek, BARNSTABLE Page 5 Transmittal Ng: W057766 If you have questions on this decision, please contact Yvonne Unger at 617-292-5893. Sincerely, Glenn Haas Director Division of Watershed Management enclosure: Departmental Action Fee Transmittal Form cc: Crystal Gardner, Regulatory/Enforcement Division, U.S.Army Corps of Engineers, 696 Virginia Road, Concord, MA 01742-2751 Alex Strysky, CZM,251 Causeway Street, Suite 900, Boston, MA 02114 Vincent Malkoski, Division of Marine Fisheries, Southeast Marine Fisheries Station, 50A Portside Drive, Pocasset, MA 02559 Dave Hill, Liz Kouloheras DEP SERO Barnstable Conservation Commission, 367 Man Street, Town Hall, Hyannis, MA 02601 Martha Craig Rheinhardt,Vine Associates, Inc., P.O. Box 555, Monument Beach, MA 02630 Yu/W057766 COMMONWEALTH OF MASSACHUSETTS . . . EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ty d ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK • Governor • IAN A.BOWLES Secretary TIMOTHY P.MURRAY Lieutenant Governor Lommi Commissioner November 7, 2007 • . Robert Burgmann Town of Barnstable Department of Public Works 367 Main Street Hyannis, MA 02601 Re: 401 WATER QUALITY CERTIFICATION • Application for BRP WW 07, Major project dredging-Amendment No. 1 • At: Maraspin Creek , BARNSTABLE Original 401 WQC Transmittal Ne:W057766 • Amendment Transmittal N9: W097810 Wetlands File N2: 25-3218 ACoE Application Ns: NAE-2004-4187 Dear Mr. Burgmann: The Department has reviewed your amendment for Water Quality Certification (WQC),.as referenced above. In accordance with the provisions of Section 401 of the Federal Clean Water . Act as amended (33 U.S.C. §1251 et seq.), MGL c.21, §§26-53, and 314 CMR 9.00, it has. been determined there is reasonable assurance the project or activity will be conducted in a ' manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. . The waters of Maraspin Creek are designated in the Massachusetts Surface Water Quality Standards as Class SA Waters. Such waters are intended "as excellent habitat for fish, other aquatic life and wildlife and for primary and secondary contact recreation." New or increased discharges to Outstanding Resource Waters are prohibited unless the discharge of dredged is fill material, limited as specified in 314 CMR 9.00. Anti-degradation provisions of these Standards require that"existing uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." Proposed project: The applicant submitted a 401 WQC application in January 2005 to conduct •• maintenance dredging of 1,600 feet of entrance channel of Maraspin by removing approximately 20,000 cubic yards of dredged material in'two'phases. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep ZM1 Printed on Recycled Paper r 401 Water Quality Certification, Maraspin Creek,Barnstable Transmittal Ns: W097810 Page 2 of 6 On March 7, 2005, the Department issued a 401 WQC, Transmittal No. W057766, to the Town of Bamstable to conduct the first phrase of maintenance dredging removing 5,000 cubic yards of dredged material from the outer portion of the Maraspin Creek navigation channel to the depth of—5.0 feet Mean Low Water(MLW). Phase I was completed in late 2005. • The proposed phase II work consisted of dredging the remaining with additional of 370 feet to restore the authorized depth of -6.0 MLW.portionA hyd atulic d edgchanne will ben employed for this work and the dredge volume is approximately 15,000 cubic yards with a one- foot allowance of overdredge. A Notice of Project Changed was filed with the Secretary of Environmental Affairs. The dredge footprint of Phase I and li is located within the Sandy Neck Area of Critical Environmental of Concern (ACEC). Sediment dewatering• Sediment will be pumped to the nourishment areas and Blish Pont Sediment containment area and allowed to dewater. • • Sediment sampling data: ten sediment samples were collected and submitted for analysis of grain-size distribution. The results of the analyses indicate that seven of the sediment samples are comprised primarily pf medium to fine grain sand..-with less than eight percent passing the No.200 sieve. The attier three sediment samples contained higher silty/clay content with more than 20 percent passing the No. 200 sieve. A composite of the three-silty/clay samples was submitted for chemical testing. It is anticipated that 10,000 cubic yards of dredged material is composed of sand with less than eight percent passing the No. 200 U.S. Standard Series Testing Sieve, and the remaining 5,000 cubic yards of dredge material consist of silty sand with a fine content of approximately 24 percent. Trace level of heavy metals and Polycyclic Aromatic Hydrocarbons (PAHs)were detected but the concentrations were below the RCS-1 criteria of the Massachusetts Contingency Plan (MCP). Beneficial Reuse of sediments: The 10,000 cubic yards of predominantly sandy material sand will be used as nourishment material to be distributed at Sandy Neck Cottage, Sandy Neck Lighthouse, Sandy Neck Public Beach, and Millway Beach. The remaining 5,000 cubic yards of silty sand material will be stored as temporary material at the Blish Point sediment containment, or alternatively, a Beneficial Use Determination(BUD) be obtained from the MA DEP Solid Waste Section for upland reuse. The Department received one comment during the 21-day public comment period for this application, Which began October 6, 2006. A response prepared by the Applicant addressing the issues raised in the commenting period was prepared in November 16, 2006 and a copy was provided'to the commenter. Section 61 Findings: Pursuant to M.G.L. Chapter 30, Sections 61 to 62H including (M.E.P.A.) this project was reviewed as EOEA No. 13408 and the Secretary's Certificate, issued on November 9, 2006, that an Environmental Impact Report(EIR)will not be required based on the information presented in the Notice of Project Change (NPC). Therefore, based on information currently in the record, the Department grants a 401 Water Quality Certification for this project subject to the following conditions to maintain water quality, to minimize impact on waters and wetlands, and to ensure compliance with 401 Water Quality Certification, Maraspin Creek,Barnstable Transmittal N2: W097810 Page 3 of 6 appropriate state law. The Department further certifies in accordance with 314 CMR 9.00 that there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. Finally,the Department has determined that upon satisfying the conditions and mitigation requirements of this approval, the project provides a level of water quality necessary to protect existing uses and accordingly finds that the project as implemented satisfies the Surface Water Quality Standards at 314 CMR 4.00. 1. The Contractor shall take all steps necessary to assure that the proposed activities will be• conducted in a manner that will avoid violations of the anti-degradation provisions of Massachusetts Surface Water Quality Standards that protect all waters, including wetlands. 2. Prior to the start of work, the Department shall be notified of any change(s) in the proposed project or plans that may affect waters or wetlands. The Department will determine whether the change(s)require a revision to this Certification. 3. Work in waters and wetlands shall conform substantially to plans submitted in application to. this Department, 7 sheets, signed and stamped by Peter J. Williams, dated 9/29/06. The Department shall be notified if there are modifications and or deletions of work as specified in the plans. Depending on the nature of the scope change, approval by the Department • may be required. • 4. Dredging in accord with this Certification may begin following the 21-day appeal period and once all other permits have been received. 5. The Department shall be notified, attention Ken Chin 617-292-5893, one week prior to the start of in-water work so that Department staff may inspect the work for compliance with the • terms and conditions of this Certification. 6. The Certification remains in effect for the same duration of the federal permit that required it. 7. Future maintenance dredging may be conducted as necessary for the duration of this Certification, provided that: a. the initial project and any subsequent dredging has been conducted satisfactorily with no violations of the terms and conditions of this Certification, b. sediment placement on beach occurs within the boundaries of the project described herein, c. documenting the grain-size distribution of the sediment to be dredged is compatible with the grain-size distribution of the receiving beach, and d. a due-diligent evaluation to determine that no known spills of oil or other toxic substances have occurred which could have contaminated the sediment in the dredge area. • 8. Within 30 days of the completion of the initial dredging, a bathymetric survey of the channel, depicting post-dredge conditions, shall be sent to the Department. • 9. Disposal of any volume of dredged material at any location in tidal waters is subject to approval by this Department and the Massachusetts Coastal Zone Management office. 401 Water Quality Certification, Maraspin Creek,Bamstable Transmittal Ns..: W097810 Page 4 of 6 10. Best Management Practices (BMPs)shall be employed to ensure that dredged material stored in the Blish Point containment area will remain in place. 11. The applicant or designee shall conduct daily inspection of the dredging activity and beach nourishment. If any material other than compatible beach nourishment material is observed, the applicant shall direct the dredging contractor to cease dredging operation and conduct an investigation regarding the nature of the to the suspected material. If the suspected material is determined to be incompatible as beach nourishment material, the applicant shall remove the suspect material and disposed of appropriately after consultation with the Department. 12. In order to protect spawning, larval and juvenile development of winter flounder and horseshoe crab, no dredging shall occur between January 15th and July 15d'of any year. 13.The applicant, or their contractor, shall make every feasible effort to complete the project within the permitted timeframe. Should the applicant, or their contractor, fail to complete the project and wish to request an amendment to the Certification for incursion into the no- dredge period, the written request shall be received by the Department by January 2nd. The following information shall be included in the request: a. project location) and transmittal number, b. the date on which dredging started, c. the number of days and hours per day the dredge operated, d. expected daily average production rate and the actual daily average production rate, e. an explanation of why the project.failed to remain on schedule, f. an account of efforts made to get the project back on schedule, g. a plan depicting the areas.that remain to be dredged, h. the number of cubic yards that remain to be dredged, i. an accurate estimate of the number of days required to complete the project, j. an evaluation of the impact of continued dredging on the species of concern, k. a description of any efforts that will be made to minimize the impacts of the project on the species of concern, and a realistic assessment of any societal/financial effects of a denial of permission to continue dredging. The Department will share the information with other resource agencies and a decision to grant or deny the amendment shall be made by January 15th. Requests for amendment received after January 2nd will be considered at the Department's discretion. This certification does not relieve the applicant of the-obligatidn to comply with other applicable state or federal statutes or regulations. Any changes made to the project as described in the previously submitted Notice of Intent, 401 Water Quality Certification application, or supplemental documents will require further notification to the Department. Certain persons shall have a right to request an adjudicatory hearing concerning certifications by the Department when an application is required; a. the applicant or property owner; b. any person aggrieved by the decision who has submitted written comments during the public comment period; • . .- 401 Water Quality Certification, Maraspin Creek, Bamstable Transmittal N2: W097810 Page 5 of 6 c. any ten (10) persons of the Commonwealth pursuant to M.G.L. c.30A where a group member has submitted written comments during the public comment period; or d. any governmental body or private organization with a mandate to protect the environment,which has submitted written comments during the public comment period. Any person aggrieved, any ten (10) persons of the Commonwealth, or a governmental body or private organization with a mandate to protect the environment may appeal without having submitted written comments during the public comment period only when the claim is based on new substantive issues arising from material changes to the scope or impact of the activity and not apparent at the time of public notice. To request an adjudicatory hearing pursuant to M.G.L. c:30A, § 10, a Notice of Claim must be made in writing, provided that the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form within twenty-one (21)days from the date of issuance of this Certificate, and addressed to: Case Administrator Department of Environmental Protection One Winter Street, 2nd Floor • Boston, MA 02108. A copy of the request shall at the same time-be sent by certified mail or hand delivery to the issuing office of the Wetlands and Waterways Program at: Department of Environmental Protection • One Winter Street, 6th Floor Boston, MA 02108. A Notice of Claim for Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information pursuant to 314 CMR 9.10(3): a. the 401 Certification Transmittal Number and DEP Wetlands Protection Act File Number; b. the complete name of the'applicant and address of the project; c. the complete name, address, and fax and telephone numbers of the party filing the request, and, if represented by counsel or other representative, the name, fax and telephone numbers, and address of the attorney; d. if claiming to be a party aggrieved, the specific facts that demonstrate that the party. satisfies the definition of"aggrieved person"found at 314 CMR 9.02; e. a clear and concise statement that an adjudicatory hearing is being requested; f. a clear and concise statement of(1)the facts which are grounds for the proceedings, (2) the objections to this Certificate, including specifically the manner in which it is alleged to be inconsistent with the Department's Water Quality Regulations, 314 CMR 9.00, and (3) the relief sought through the adjudicatory hearing, including specifically the changes • desired in the final written Certification; and g. a statement that a copy of the request has been sent by certified mail or hand delivery to • the applicant, the owner(if different from the applicant), the conservation commission of ' the city or town where the activity will occur, the Department of Environmental Management (when the certificate concerns projects in Areas of Critical Environmental Concern), the public or private water supplier where the project is located(when the 401 Water Quality Certification,Maraspin Creek,Barnstable Transmittal Ne: W097810 Page 6 of 6 • certificate concerns projects in Outstanding Resource Waters), and any other entity with responsibility for the resource where the project is located. The hearing request along with a DEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory-hearing filing fee pursuant to 310 CMR 4.06(2)for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties, under MGL c.21 §42, 314 CMR 9.00, MGL c. 21A§16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have questions on this decision, please contact Ken Chin at 617-292-5893. Sincerely, , Ge Has . Director Division of Watershed Management . • enclosure: Departmental Action Fee Transmittal Form cc: Karen Adams, Regulatory/Enforcement Division,U.S.Army Corps of Engineers,696 Virginia Road,Concord,MA 01742-2751 Robert Boeri,CZM,251 Causeway Street,Suite.900,Boston,MA 02114 Frank Germano,DMF,838 South Rodney French Blvd.;'New Bedford,MA 02744 ' David Hill,James Mahala,Liz Kouloheras,DEP SERO Barnstable Conservation Commission,367 Main Street,Hyannis, MA 02601 Martha Craig Rheinhardt,Vine Associates, Inc. 18 Beach St.P.O.Box 555, Monument Beach,MA 02553 KC/WO97810 COMMONWEALTH OF MASSACHUSETTS i• EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS _ - DEPARTMENT OF ENVIRONMENTAL PROTECTION -_�— ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 rsr DEVAL L.PATRICK • IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner June 26, 2008 Mr. Robert Burgmann • Town of Barnstable Department of Public Works • 367 Main Street Hyannis, MA 02601 Re: 401 WATER QUALITY CERTIFICATION Application for BRP WW 07, Major project dredging Amendment Ns: 2 At: Maraspin Creek,MARNSTABLE Original 401 WQC Transmittal Ns: W057766 Amendment Transmittal N2: W097810 ACoE Application N9: 2004-4187 Dear Mr. Burgmann: It has brought to the Department's attention that the Massachusetts Division of Marine Fisheries (DMF)has revised the Time-of-Year(TOY) restriction for Maraspin Creek to February 1st through May 15th for the protection of winter flounder spawning and juvenile development, and TOY for placing beach nourishment material below extreme high water mark to protect spawning adult horseshoe crab and nests is from May 1st to July 31St. As requested by your Consultant,Martha Rheinhardt of Vine Associates, Inc.,the following changes will be amended to the November 7, 2007 Water Quality Certification: Condition No. 12 is revised as following: "In order to protect spawning and juvenile development of winter flounder, no dredging shall occur between February lst to May 15th of any year." This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep et Printed on Recycled Paper Written request for incursion into the no dredge period will be January 15th,not January 2nd as stated in Condition No. 13. The decision to grant or deny the request shall be made by February i st. Condition No. 14 is added by this amendment as following: "A time-of-year restriction on placing beach nourishment material below extreme high water mark during the horseshoe crab spawning and development season is from May 1st to July 15th of any year." This letter serves as an amendment of 401 Water Qualification,ACOE Application N2: 2004- 4187, DEP Transmittal Ns: W097810. All other conditions of the license and Water Quality Certification remain in effect. Failure to comply with the Project's certification is grounds for enforcement,including civil an criminal penalties,under MGL c21 §42, 314 CMR 9.00,MGL c.21A §16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have any questions,please contact Ken Chin at(617) 292-5893. Since ly, Lealdon Langley Director Wetlands and Waterways Program Cc: Karen Adams,Regulatory/Enforcement Division,U.S.Army Corps of Engineers 696 Virginia Road,Concord,MA 01742-2751 Robert Boeri,CZM,251 Causeway Street,Suite 800,Boston,MA 02114 Eileen Feeney,Division of Marine Fisheries,Southeast Marine Fisheries Station 838 South Rodney French Blvd.,New Bedford,MA 02744 David Hill,Liz Kouloheras-DEP SERO Barnstable Conservation Commission,367 Main Street,Hyannis,MA 02601 Martha Craig Rheinhardt,Vine Associates,Inc., 18 Beach St.,P.O.Box 555,Monument Beach,MA 02553 • • MassDEP Commonwealth of Massachusetts Executive Office of Energy&Environmental Affairs - i Department of Environmental Protection One Winter Street Boston, MA 02108.517-292-5500 • i • Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor • 'Commissioner • • • September 13, 2016 • . Mr. John Juros Town of Barnstable • Department of Public Works • 367 Main Street • Hyannis, MA 02601 • • Re 401 WATER QUALITY CERTIFICATION Application for BRP WW 07, Major project dredging-Amendment Ng: 4 Chapter 91 Dredge Permit# 10244 and 1.1962 • At: Maraspin Creek, BARNSTABLE • • Original 401 WQC Transmittal Ns: W057766 . Amendment Transmittal Ns: W097810 ACoE Application Ns: 2004-4187 Dear Mr. Juros: • • The Department received a.request from your Consultant cleengineering to amend the Water • Quality Certification (WQC) referenced above. Specifically, the request was to allow for the maintenance dredging of the Mid-Entrance Channel located within Barnstable Harbor using • mechanical equipment such as barge mounted excavator or crane. The dredged material will • be placed on a dump scow to be transported to the Cape Cod Bay Disposal Site (CCBDS). The Army.Corps of Engineers (ACoE) issued a Suitability Determination for the sediment from the Mid-Entrance Channel for unconfined ocean disposal on July 20, 2016. • • The Department reviewed your request. In accordance with the provisions of Section 401'of the Federal Clean Water Act as amended (33 U.S.C. §1251 et seq.), MGL c.21, §§26-53, and 314 • CMR 9.00, the Department determines'there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR • 4.00) and other applicable requirements of state law and hereby approves this amendment in • accordance with 314 CMR 9.09(2). • • This letter serves as an amendment of 401 Water Quality Certification DEP Transmittal Ns: • W097810 and Chapter 91 Dredge Permit#10244 and 11962. All other conditions of the permit and Water Quality Certification remain in effect. Failure to comply with the Project's certification is grounds for enforcement, including civil an criminal penalties, under MGL c21 §42, 314 CMR • This Information Is available In alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751:TTY#MassRelay Service 1.800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper 9.00, MGL c.21A§16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have any questions, please contact Ken Chin at (617) 292-5893. Sinc a y, Lealdon Langley Director Wetlands and Waterways Program ecc: Barbara Newman Regulatory/Enforcement Division,U.S.Army Corps of Engineers • 696 Virginia Road,Concord,MA 01742-2751 Kevin Kotelly,U.S.Army Corps of Engineers,696 Virginia Road,Concord,MA 01742-2751 Robert Boeri,CZM,251 Causeway Street,Suite 800,Boston,MA 02114 Eileen Feeney,Division of Marine Fisheries, 1213 Purchase St.,3rd floor,New Bedford,MA 02740-6694 David Hill,Jim Mahala -DEP SERO Christine Player,cleengineering, 15 Creek Road,Marion, MA 02738 Cc: Barnstable Conservation Commission,367 Main Street, Hyannis,MA 02601 • • MassDEP Commonwealth of Massachusetts • Executive Office of Energy&Environmental Affairs • • Department of Environmental Protection One Winter Street Boston, MA 0210e•617-292-5500 • Charles D.Baker • Matthew A.Beaton • Governor Secretary • Karyn E.Polito • Martin Suuberg Lieutenant Governor • Commissioner • August 21, 2017 • • Mr. John Juros Town of Bamstable Department of Public Works • 367 Main Street Hyannis,.MA 02601 • • Re: 401 WATER QUALITY CERTIFICATION • Application for BRP WW 07, Major project dredging—Amendment Ns: 5 Chapter 91 Dredge Permit# 10244 and 11962 • • At: Maraspin Creek, BARNSTABLE Original 401 WQC Transmittal Ng: W057766 • Amendment Transmittal N2: W097810 ACoE Application Ns: 2004-4187 Dear Mr. Juror: • The Department received a request via an electronic communication from your Consultant cleengineering to amend the Water Quality Certification (WQC) referenced above. Specifically, the request was to allow for the maintenance dredging of the Entrance Channel located within • • Barnstable Harbor using mechanical equipment such as barge mounted excavator or crane. The dredged material will be placed on a dump scow to be transported to the Cape Cod Bay. Disposal Site (CCBDS). The Army Corps of Engineers (ACoE) issued a Suitability • Determination for the sediment from the Mid-Entrance Channel for unconfined ocean disposal on August 2, 2017. The Department reviewed your request. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et seq.), MGL c.21, §§26-53, and 314 CMR 9.00.,the Department determines there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law and hereby_a_p_proves this amendment in accordance with 314 CMR 9.09(2). This letter serves as an amendment of 401 Water Quality Certification DEP Transmittal Ns: W097810 and Chapter 91 Dredge Permit#10244 and 11962. All other conditions of the permit and Water Quality Certification remain in effect. Failure to comply with the Project's certification • This information is available in alternate format Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1.800-439-2370 MassDEP Website:www.mass.gov/dep • Printed on Recycled Paper is grounds for enforcement, including civil an criminal penalties, under MGL c21 §42, 314 CMR 9.00, MGL c.21A§16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have any questions, please contact Ken Chin at(617) 292-5893. Sincerely,�M- Lealdon Langley r Director Wetlands and Wastewater Program ecc: Barbara Newman Regulatory/Enforcement Division,U.S.Army Corps of Engineers 696 Virginia Road, Concord,MA 01742-2751 Kevin Kotelly, U.S.Army Corps of Engineers,696 Virginia Road,Concord,MA 01742-2751 Robert Boeri, CZM,251 Causeway Street,Suite 800,Boston,MA 02114 Eileen Feeney, Division of Marine Fisheries,1213 Purchase St.,3rd floor,New Bedford, MA 02740-6694 David Hill,Jim Mahala -DEP SERO Christine Player,deengineering, 15 Creek Road,Marion,MA 02738 Cc: Barnstable Conservation Commission,367 Main Street,Hyannis,MA 02601 • COMMONWEALTH OF MASSACHCTSETTS )11= � •• '/ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS VIVAI= _„ DEPARTMENT OF ENVIRONMENTAL PROTECTION �-�-� SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 • MITT ROIv NEX ELLEN RO Y HERZFELDER Governor Secretary KE Y HF.ALEy ROBERT W.GOLLEDGE,Jr. Lieutenant Governor WAL. Commissioner Gam, :, c PERMIT NO. 10244 Name and Address off ermittees:. • Town of Barnstable Department of Public Works 67 Main Street 1yannis,MA 02601 • ISSUED: March 18,2005 • EXPIRES: March 18,2015 Permission is hereby given by the Department of Environmental Protection to: perform maintenance dredging by hydraulic means of approximately 20,000 cubic yards of sediments from the entrance channel to Maraspin Creek and the navigation channel in Barnstable Harbor. The dredged material will be utilized for beach nourishment and/or beneficial upland reuse. • All work authorized herein shall be in the location shown and to the dimensions and depths indicated in the permit plan titled: " Plan Accompanying'the Petition of: The Town of Barnstable to License Dredge Improvements, Barnstable Harbor,Barnstable,MA",dated December 15,2004,Revised 1/19/05.(4 sheets).• STANDARIIWATERWAys2ERmizcommaggs 1. Acceptance of this Waterways Permit shall constitute an agreement by the Permittee to conform to all terms and conditions stated herein. i Tads Information h available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-S56_1057.TDD Service-1-800-298-2207. DEP on the World Wide Web; http:lAv w.mass.govldep • t Printed an Recycled Paper • . .. 0 PERMIT NO. 10244 Page 2 • 2. This Waterways Permit is issued upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Pemnttee prior to the commencement of any activity authorized pursuant to this Permit. 3. This Waterways Permit shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This Permit may be revoked after the Department has given written notice of the alleged noncompliance to the Permittee, or his/her agent, and those persons who have filed a written request, with the Department,for such notice and has afforded the Permittee a reasonable opportunity to correct said noncompliance. .. Failure to correct said noncompliance after the issuance of a written notice by the Department shall ruder-this Waterways Permit void. 4. This Waterways Permit is issued subject to all applicable federal,state,county, and municipal laws,ordinances, by-laws, and regulations, including but not limited to,a valid Order of Conditions issued pursuant to the Wetlands Protection Act,M.G.L. Chapter 131, s.40. In particular,this issuance is subject to the provisions of Sections 52 to 56,inclusive of Chapter 91 of the General Law and its Regulations 310 CUR 9.40(5),which provides,in part,that the transportation and dumping of dredge material shall be done under the supervision of the Department,and,when required,the Permittee shall provide at his/her expense a dredge inspector approved by the Department. 5. This Waterways Permit is issued upon the express condition that dredging and transportation and disposal of dredge material shall be in strict conformance with the Water Quality Certification issued by the Department of Environmental Protection. 0. All subsequent maintenance dredging and transportation and disposal of this dredge material,during the term of this Permit,shall conform to all standards and conditions applied to the original dredging operation performed under this Permit. 7. After completion of the work authorized,the Permittee shall furnish to the Department a suitable plan showing the depths at mean low water over the area dredged. Dredging under this Permit shall be conducted so as to cause no unnecessary obstruction of the free passage of vessels,and care shall be taken to cause no shoaling. lf,however, any shoaling is caused,the Permittee shall, at his/her expense,remove the shoal areas. The Permittee shall pay all costs of supervision,and if at any time the Department deems necessary a survey or surveys of the area dredged,the Permittee shall pay all costs associated with such work. Nothing in this Permit shall be construed to impair the legal rights of any persons, or to authorize dredging on land not owned by the Perrnittee without consent of the owner(s) of such property. 8. The Permittee shall assume and pay all claims and demands arising in any manner from the work authorized herein, and shall save harmless and indemnify the Commonwealth of Massachusetts, its officers, employees, and agents from all claims,audits,damages,costs and expenses incurred by reason thereof. 9. The Permittee shall, at least three days prior to the commencement of any dredging in tide water, give written notice to the Deparluient of the time,location and amount of the proposed work. 10. Whosoever violates any provisions of this Permit shall be subject to a fine of$25,000 per day for each day such violation occurs or continues,or by imprisonment for not more than one year,or both such fine and imprisonment; shall be subject to civil penalty not to exceed$25,000 per day for each day such violation occurs or continues. PERMIT NO. 10244 Page 3 ,SPPC.IAT.WATERWAYS PFRMTT CC)NDTTTflNS • 1. Dredging chap be performed by hydraulic methods. • 2. Dredging shall be to a maximum of 4.0 feet below the mean low water (MLW) datum in the area designated as Phase One and 6.0 feet below MLW within the Phase Two area. An allowable one(1) foot over-dredge is allowed in all dredge areas. 3. No dredging shall occur between April I g and October 3 I at of any year. 4. To the extent possible, suitable dredged sediments shall be utilized for beach nourishment on adjacent down drift beaches in accordance with 310 CMR 9.40, Standards For Dredging and Dredged Material Disposal. Dredge spoils not compatible for beach nourishment shall be utilized for beneficial upland reuse. 5. Maintenance dredging may be performed for a period of ten (10) years subsequent to the date of issuance of this permit. 6. After completion of the work authorized,the Permittee shall furnish to the Department a suitable plan • showing the depths at mean low water over the area dredged within 90 days of completion of dredging. DEPARTMENT OF ENVIRONMENTAL PROTECTION • Pro am Chief,Wetlands and Waterways • . ! • • � • • � noz�" \\ N; , .1.11 54E 983706.4 s� to ci-i t r-...)-51228 6- \\ \,\ ,,, . in • om A o z �� PROPOSED BEACH rn rn z•m o a) \ NOURISHMENT .AREA ��f o R. `\ (SEE SHEET 3 OF q) ® �q� o m 1 • PHASE TWO DREDGE LIMIT • fl 'PQ v '{ MLW. • ` \. PHASE ONE DREDGE LIMIT BUSH con z o • -4 z \ : POINT �,co • ExlSTING \; • • PROPOSED 60' WIDE CHANNEL \ '• \ DISCHARGE PIPE MHlN +9.5 f. - \.• \ . E 983407.3 �ti 4 .n N 2721369.5 . 4 rlj < . E 983467.4 . E i R 0 O N 2720871.2 ''-` L`� E 983687 E 983836,5 �il ; M I E 983343.7 Mah'gSP• --c--_�., .�: —�Y • i P,, I. ' O - ABUTTERS LIST 721346.6' CREEK 272083 ,` _ �,r• �<yy • •— 83411.9 9$ S 9.3 •'• .: .'. •. e sa.Q Q STUBORN LIMITED PARTNERSHIP Htli1W .1`9 O .. . - - ,° �;- }. ��,-.. L ��. QQ® HENRY BLAIR & MURPHY ": , k •'.- `�: _ e a9�t g,. 111) RAYMOND �e� yo .a�.p�a;f'. ;;;f. ® CHESTER WEST & ROBERT DEVOLVE '4, z iTi � 45,1 lel" o d� �,x �ti a 7 H f" ;O f i' ,•� � '�_°yfiLi' ?'„L' `� JANED TY & DONNA JONES •w-. ,( • � � ORHER E � '�` „ �- � � _ � m�:s��y+�� � Jill- {(, ' e� .. /? t(I &"-'a]&up�1•. : - 00 RICHARD MORSE & BETSEY NEWELL kk pp _ • �: i. y'''� '�� ` 0 Cg J.H. FETCHER TR;- PEARSON NOMINEE TRUST "U i . � i;:`'q' 0JOHN L. & JANE M. MASHRICK - 1leN,` a ," . 1 • IIP . . • : . r , • . , • Cl•CRCa -4--I13 • D DAO2 . --t. iS 7D• [Tt . m•ZZr- Z• . N D �z • - a 60' CHANNEL---Pi- . Ca 2 cry r'±0 o EXISTING GRADE VARIES--\ rria rx.�y MLW +0co z .0 .. - 4 1i11� 4 1 ON 3 SIDE SLOPE b >z CHANNEL BOTTOM �`t o o m ELEV. --4.0 PAY LIMIT m • ELEV. ---5.0 • PHASE ONE TYPICAL DREDGE SECTION o L. HORIZ. .SCALE: 1" = 30' VERT. SCALE: 1" -'= 6' - ,C,` COM -II 60' CHANNEL +r ' 1•4s o ,� i, '.. MLW +0.0 EXISTING GRADE VARIES -i �r=. s \it,s\ii:,'-b 'Vii 11 -At1 • C�� s0e r�+V'" 1 ON 3 SIDE SLOPE V %CHANNEL BOTTOM ELEV. -6.0 PAY LIMIT t\ ''` ELEV. -7.0 . PHASE TWO TYPICAL DREDGE SECTION • HORIZ. SCALE: 1" = 30' . i :PERMIT NO. 10 2 4 4 PE VERT. SCALE: 1" = �' Data: VAR 1 8 2005 s . • 0' 15' 30' p' 3' 6' . © . . HORIZ. SCALE: 1"=30'. VERT_ SCALE: 1"=6' • .. zzC • ' • . 1db ' /F. / \ .. .• • • / /\ .. Koo \ /.2 PO co co 7....< \ r‘l_ cn 1 \ Q omm G) \ \ \ \ • 1 1 0 Q \ ® co m _r ® /Nil\ pPPROX• PRflPER��)-•-_'`"_' PROPOSED ,0�, DISCHARGE. PIPE �� �,-'" __ PAB BOAT •,-� . .. RAMP FAC ILITY-�. Npu qcy R• :1..0., . ' 1111111118100k Rf '' ' LIMIT flF• BEACH 6 Op NOURISHMENT A. g. S Opf o..\I‘lki,a-t A ►;.�,.,:::,�< PRIOR LIMIT OF BEACH ERODED '%,.•. `�-DISPOSAL- ' REPR o ,k ,':. NOURISHMENT A. a \ SLOPE AREA .,'°: gva4 5EE TYPICA SD C ONS, . , `';k c SHEET4of4 y" .. oepTT ,f, � • ! a r )` 31 "' sY�. > (41 ‘ pA i.40 ?' 12 - _.CO PROPOSED SILT FENCE ` rT \ ``� e ' AND STAKED HAYBALES r� . Q. • . .`_Si13s ,u. © FLOOD '� ,, �` , BARNSTABLE HARBOR EDGE OF SALT MARSH .. Ees • w PERMIT NO. t 0 2 W N .- REPAIR TYPICAL SECT D BERM, o *roved 14 Dep�iment of Enviror>�16fio on - SHEET 4 OF 4 .i• MAR 1 5 2005 6. . • • . • , ' - • y.� O • • f, Z mZ . • • a.n 2 ! 10' pALI MARSH m,3-to z no - 'Ow � m PI m 30•- s PROPOSED BERM RESTORATION o ci >z 20 - ��� PROPOSED BEACH FILL (8 ON1) t� 'Q�' vi SILT FENCE WITH ' .. a STAKED HAYBALE - 0 0 co .r►i 10 -ERODED vv MHW EL=+9.5 EXISTING GRADE co m 0 t m � o z 0 oVI 5EC IJ ON A—A • t8"°- - • • 30-- 10' SALT MARSH • PROPOSED BEACH FILL ••- -,� • ‘ . 20- ($ ON 1) _...EL 1�4 Cod SILT FENCE WITH. d MHW EL=-1 9.5 ro fir,,, STAKED HAYBALE ii ' ) a x RIPRAP�. : m i F1 . . •0 SLOPE EXISTING GRADE . r • pi \ .N. -1*; , . 4,3F 4 �� �, s�i�s�' SECTION B— . '' • .App by Departmeatd-Fr omen/al.Protection. . • :MAR 1 8 2005 • - COMVIONNAALTH • OFMASSACUUSTTS •47..• •-•,-74,,z.w EXZOVTIVE:.:CIFFICE:OF EgE.1.Gv•&.ENvIRQNMRNTAL.A.F.F.4111$ Tk• DEPARTMENT OF E.NV,XRiONMENTAL PR:611E0110N ••••:-'7,•• •,,„.• OUT.HgAST REGIONAL...OFIOE ...... • . • 2o"RIIVI'MSIDgDRIVE.,:tAKOsaLLEi•mA•02347 •zo.8.-90470: Iddveillor ..§.9*A14, TIMPTHY:r. LAtj.O.B T404T- kieumnant .4UN 1:81 2008: . . rci Tsply.T.inf.o.o.rmow...oscprixoncor.pubrit.w.arki.. Bc0.:55: 'Maritiliaent-Bea.*4A::025:53 . . . W06-1•781. 1942.. MaFEIP•in:Crg.01034.410.4.10-.Iatbdr;liirnitible. lagnstalOg•P;noty, Dear Sir:or:M.404471z: Fo11qwiit an in depth raew of ihe referenced fi the pppgrtriiejit.--Eit)Erisiiiolimentat:Prop0.0p114,sV149Y41••ftattached permit authpnzing - yfin to perfor.m.x•nAi4.P.4Agcp•clA:g0.gigg::.ancl•• ah'iitnnislinnent•:.pursilAgi40•14..0).t.... 0-14p10.1:91 analiftidatns 5•11}:CMR:::6.0. • • - p:k.a.sclipciOas..4v.iy-aplimihprized.projggs'thange::•sludt•rendei:ii :Tggnnitnildqdthat you contact the-ti.Opgrillpr!tp_ prt9.11Prf9F11144AY.Qt.etationsoi use uiodification for rer4cw and.tfneceaiy, pproz1 .• •• • i;•sgocliLign'Rani&it.(S0.8):::946-274g..: • • Al.tii•iftdY•yonA,. • • • • . . •• .:1144.b. a.A.;Kguti:3116ra's •W•011ands and Watcr.0.1PY•i-Pr•Vitli' • .• • Encipp.pFt. NvI•Op..'Wet6liv.4ys.Fte.gt41.i. rarn PEP.. P.frit.ebf•C.Oatal Zona 1.01inaprnFnt . . T.c.wn:•141ainsttibW.,13pArtiiinnt:of Pnblic.Workg;*Itn;BOS-:BOrzi.nAlin• Ogyn.s.k#4::NArbiprinnOei• Chester A::.1kg.41,!Tr„MithygrAealtY.:74a. Tinforthliatm.ii.ividaiiiiiiiiternate-toramt,Call tictvaid.NI.Qotsas,.6.0Afia.ty.06047 us 7;0640.51 Tap.SerYico.- DEp clnihe wilrmy).*Spie.p; fitlp)/www.massaovideP• CO'Printed.on RacYCi.e4P0Air ,per ' � • • C.OMMONWE.ALTH:OF M4$SACHUSETTS. •' . :::. '... liii • XECI,ITNE.OFFICE:OF ENEBGY&.ENVIRONMENTAL ,7,'FAIRS:: •.. • •• • •DEPARTMENT•OFENV .: _....IRONS �•1V �,�RO.T��TItDN . ... _= .. ...... .. • SOUTHEAST:REGLONAL.:OFFICE . . ...- , .. .. . • .. ....:: 20 RIVERSIDE.DRT.VE,_.L.AKEVILLE MA 02347 00$ 946 2700 •.. • •:•..:.. . . . ....•:Gpvernor •.• ... .. .. • ".See1eLai y. . PERMIT NO...:l:19fi2...;....:. : :: `Town ofl3. rtistablc• . .... .: . . . ;Departztlent'afPubIic'VUarks :: :367 Maui Sireei lyannis,MA.0�kp:l. -.... •••..... •.... •.., . • ..... ....... ..:.. •:::;,. •....• '• . ... .... • • . ... .. .. _ • • •• • •:•ISS.UEL?•• Tun •... '•. •••.,. ••• • • 1RES:.:Max.h:18,.24:15: .: • ... •. .... • • ....II**.Penxtissic n b.e.reby.given::by::the:Department.ofBnvironxncntalProtection tQ:.amend:Permit No:.10244 to incluce a:.....37.0 linear:foot extension:of.rhe:�P,hase II dredging' limits 'u:thin#he,navi. a;ion channel:.of Maraspin.•:Creeic and ..: ..Barnstable:Harbor he.di edged.:material.will..be_utilized.;for;.beach/dune nourishment;andr.b /oeneficialz:upland . ••• : ••• :` :.reuse: All work authorized herein shall IV..in the location:•shown'and.to the dimensions:and depths indicated in the•peimit • p ..� .b . ........ :plan•:titled: ":•Plar��•.Accom a�n in��the:Petifian :of`The TQwn`.of:l3az�stable io:.'L'ict'nse:Dredge.Impr,.¢Yements,. ..... • ••..... • ..•. .. Barnstable: Iarbor,Bamstable,.M.A',dated:October24 29..U6:(3:sheets).•.... ........... • .• •••• ': .•_.•. .. • ..• . • • ST�lA[I?ARn wa r�utiyAv���tzrrr rc� �rrrnTc: . . ..:1. Acccptance:of:this Wat•erways Paz?rout.shad.const it�utc::an.agree gentby.the.:.Per jttee.:to.:cohforrn:t all:ter is.and;. ::•. condi tions.stated.herein.:.• Ti$ I torm.du4hnv.i1 bI In aI errwre.form C'iI J�oa aId;V1 S�ances,.AD..a COa[dutotornt5z7-SS&1Q57.3i2A Serytcc�:�xo0 29&2ZOj.. . OEP of jite..W�no hg,tia Wide Web:. :11%W.w.m§ss.govICep..':... •' fir,Printed.on.Recycled Paper i PERMIT NO 11962 Page 2 :2. This Waterways Permit is.issued upon.the express condition that any'and all other applicable authorizations :necessitated due 'to the provisions hereofshall'be.secured..by.the.Pernvttee prior to the commencement of any activity authorized pursuant to this.Permit. ..... ...:... .::..... ........ .. • :3. This.Waterways Permit shall.be revocable by the Department for noncompliance with the terms.and conditions set'forth herein. This Permit may he revoked'after the Department has given written notice of the alleged • noncompliance to.the.Permittee, or his/her'agent, and.those persons :who have filed a written request, with the Department,for such notice.and has afforded:the.Permittee.a reasonable opportunity to correct said.noncompliance. Failure to correct:said noncompliance after the:.issuance of a written notice by-the Department shall render this aterways Permit void. • .4. This Waterways Permit is issued subject to all applicable federal,state,county,and municipal laws,ordinances, by-laws,and.regulations; including hut:not limited to,a valid.Order of Conditions issued pursuant to the Wetlands :Protection Act,M.O.L. Chapter..131,s.40. bl particular,this issuance.is subject to the provisions of Sections 52 to • . 1:56,inclusive of Chapter•91 of the.General Law and its Regulations`310.CMR 9;40(5), which provides,in part,that' • the transportation and dumping of dredge materi.aI shall be done under the supervision of the Department,and,when ... . • ..r.eRttirecl,the Perm ttee.shall previde.at.his/her.expense a dredge inspector.epproved by the Department. 5. 'This Waterways'Pernnit:is:issued upon the express condition that dredging and transportation and disposal of dredge'material shall be in strict conformance with the'Water Quality Certification issued by the Department of Environmental Protection. • 6. All subsequent maintenance dredging and transportation and disposal of•this dredge material,during the term of this Permit,shall conform to all standards and conditions applied to the original dredging operation performed under • • this.Perrrtit. 7. After completion of-the,work authorized, the Permittee shall furnish to the Department a suitable plan showing the depths at mean low water over the area dredged. Dredgingunder this Permit'sball be conducted so as to'cause no unnecessary'obstruction of the free:passage ofvessels,and care shall.be taken to cause no shoaling. If,however, any shoaling,is caused, the Permittee shall,at his/her expense,remove the shoal.areas. The Permittee shall pay'all costs of supervision,and if at any time the Department deems necessary a survey or surveys of the area dredged,the Permittee shall pay all costs associated with such work. Nothing in this Permit shall be construed to impair the legal rights ofanypersons,or to authorize dredging on land not'owned by the Permittee without consent of the owner(s) of such property. 8. The Permittee shall assume and pay all claims and demands arising'in any manner'from the work'authorized herein, and shall save harmless and indemnify the'Commonwealth of Massachusetts, its officers, employees, and agents from all claims,audits,damages,costs and expenses incurred by reason thereof. 9. The Permittee shall,at least three days prior to the commencement:of'any dredging in tide water,give written notice:to the Department of the time,locating and amount of the proposed work. 10. Whosoever violates any provisions of this Permit shall be subject to a fine of$25,000 per day foreach day•such violation occurs or continues,or by imprisonment for not more than one year,or both such fine and imprisonment; 'or shall.$e.subject to civil penalty not to..exceed$25,090 per-day.for each day'such.violation.occurs or.continues_ • PEMIT:i�.Q..: 1962. . • ..... Page•::2. • • . iSPErT AT �. . .. �.. . . ... ............_V��TE.R�AV,S PFRM1'T.�'nN�l'f�nN. . ...:, .: •.... .:•, . .. : .�: ...::,�.:... �. : • : • . • :1.: :Dredmng:shall.be.,performed:b bydraulic.:methods.. •• ..:.. .. . .. . ... • ...2:. ••••Dredging shall be.,to a'•m • •maximum of 4.0:feet below.the mean low-water .(ML..W):..datunn in.,:the::area. . .• . ... . ,.. :.designated'as•Phase:One.•and fi..0'feet.below'MLW within:the.PhaseTwo..area,. .Ailallowable.one(1.)::... . . . . foot.over-diedge.is:allowed.m all.:dredge.areas . 3: No 3reil ina. s:. :4.-e.g n shall.;occur.:between:Feb.?uary.l .and,3uly I5.. .of•any.year • . ..4. :Beach compatible dredged..sediments Shalt.be.:utilized for bead>ldune..notoislunent,.::above:the:mean. .' : `•.::. .••..•..... ...big):water (MI W) sborelipe,,at the.:sites identified on.P.emiit.:Plan.No. 11962.:.including Sandy • '.'•Cottage arca,:Sandy Neck Lighthouse.area,Sandy..:Neck Public Beach,. Dredged sediments may,also'be ::: ..:. : •.: :••:•• •• •..placed:on:Mil1way Beach,in accordance will:P.ermit No.10244,.. - S... Dredged sediments not.:..Siiitable for: beach or •dune nourishment: shall. he:placed in :the.:Blish Point- -:•••: •• • .P :S.eiiir�nent.Contaienti a:or..traaspoxfed to :u Iansl:site:for.benef cial reuse.. 6 .:Maintenance:dredging:may he. performed.(for;a period often::(I.0) years subsequent.:to the date:of•.:`..:. . .:....... . •••'issuance of Pennit..No. 10244,March;1.3..,?0QS..,.. •' .::::'7. After.completion'of the work.auuthorized,:the`Pernuttee.:shall:furni$li to the D• epartment:a;suitable••plasa •• :: : showing the deptl s at:mean.:low water:over:the.:area dlredge t.within'90.°days.ofscompletion:of Jred`h .. • DEPARTMENT Qr-ENvmoNTA/r4NTAL.PRO.TEC.TIO T. • • • • •• •.... •.:....... •..:.: • •:::: .........._ :. Pr £ ..::.etands:and:Waterways......................................... " • " • • • • • . . • . . . • • : . ' D > > Q = r- • • PROPOSED i • , Q 1 P3 M ril 3> 4 Z Z r- .Z ... . • • .. EFFLUENT ,.. • / ( . : • . .; •: . bSCilAROE ,i .I • . . co co 4/ BUSH POINT - /: ) > Z * 0 • • • • , 1 i . : • 0% ". : ... SEDIMENT....L..4 - • ! . lb '. • ----"Qatqact,.......41„ CONTAINMEfsIT AREA e ># (Th . . . CD K x 9 • ? IX 'S 0 -rl -0 •. •: .... CPj . . : r- • — mk > ... 1, • - _> ?8% •• • - . .. , \ N 2720823,5 / co 0 > -<.6 IiIii, • E 983940 BARNSTABLE "Se . HARBOR ‘ .4- V° Z `- k •-. - • • in Z :?0 • 0 0 \ •— —I i ;• .. • :..:• ..' ... f ..• .-• )1 1 ; N / .k. i 70 Ca trl • `•.. 1 .X".... .- / / - CHANNEL E LLIMIT . ... . .: .. . .. . .. ". k .-.i i• : < -6 6, cp .i• -: s e ,•:-. ...? .7„, • : M Z , rr) : z 0 WI-8 .:. V 72 • I.) ay- 0 0,<, \. . *.v. (TOP OF SLOPE) • .- • :• •• •• .• .• ' .: . •. •• •:- ..9 •,), .j' :6,40 !4. -..x. • • • •......,„ "..6„ •,0 N G'(it, .\ . . •'... N AZV .:•-•. N • ' \4 '04 MLW-••-•-•., . !‘ ....,, _N - . \' .:• • -. ... •; : • :: :. 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LEGEND ;-- ..,..., -,, .;.'- ..-1.0.>: F ..-':•'ke••:.• ;,j., ...:. :; J 1,:. 0 - . •1".t.ik:•.•-;=•::,i. 4iiiiiibl•••• • ) ' * : .- !---. !1•.,.•••.,v .,7--...-,ii„•*•••••,_-:-.qtr, A • ,.:- ••;.......1,.•--.7-: . -.......::::: 7:7•1I-2;•:,--•;:7P:, t:i t-•-4,7-•;tir.-1- SANDY NECK COTTAGE AREA - Ittx',.'\.-z...1,•-• :];i1-7".1':••••-••..2:2.:•F;:•::t:....::---‘: :.e.A3,;‘. .• -,,,:•• , ;1:-...,:;----".5:'-- • . ..,.,..„,...,i:,,,:,,t,..}-'''',..i .•„__,ie.,;,!,•• E BLISH POINT SEDIMENT CONTAINMENT AREA ("--117(1-z:V (-)...\ .• ..--,1, ,....„::.,. • / f-'...71'. •••,:i••'••,-..f...?.''' s':„....i.)../ 1 .'!f s:7,6sts-t- •-•,•••--..7...4.•*•,-.Z.4•1?:, Srl-tcf:::•:::4...-i.•'"•!••••g:'•" .• 1c7.-;','.7-`e C) SANDY NECK LIGHTHOUSE -.:-.••'.•; okz:f 7.:1 • ••-•••1 17;...... -1-i .,fr:•••• .• ,••--,x•'--..--:0.,- :_.i'• ; %: ---X7Vi%P-We t k ....,_',. • Pr F." a '1• .. • f '•:.....). •••• ..•'3•••••'-s?"•••-%'":7',N... i ••••':•••'' •••)-;. eleatt•Sdecta A rti-WIJii;•.`14Fir•?.'''1.4.'ck,Y•t;c1 pgt.',..•:•:':c.-:...C•i:;[•A P,,4•,(4.•:, • •",-••:••-•• .• ---•'...C.•‘.'--:• ‘t-.?•.••• 1 i•••S••• °I.&.I'VR. • -1..••j) •".. tf-D•••--.• ..1.4 .17.41 ..1-....k1.7...4*/;t.e#4,1,.w.:A=. f...S7.•fikt...--•_,-- USGS TOPOGRAPHICAL MAP LOCUS PLAN .• PHASE 2 - DREDGE SEDIMENT PLi .....-..-•••• _ AREAS .-- •0;; ct 44,;:lice PLAN ACCOMPANYING PETITION OF: .• 44,-‘s -;!•./.-.47,. : THE TOWN OF BARNSTABLE . - v;••• )., • Wl.LIA.4> t,......4'.4 • C:t .^...%. . TO LICENSE DREDGE IMPROVEMENTS , L., Civit. i'.--"•1':,•, • , 14 .:I.-32;FI. i f • 0 BARNSTABLE HARBOR BARNSTABLE, MA e„...:-.-... .'..--.. , lic',7A 7 . -pi,;. _ ...,..,•:- 1 0-24-06 SHEET 2 OF 3 _...- .• Pkt4 • NOTE: PLACEMENT OF DREDGE SEDIMENTS WILL BE ABOVE MLW. , • • : '-1 . , •.• •' .. .-. • . , ' PERMIT NO. I II Ga. i • •• i :.'1.4.-iii•••:- ..- 1 Date: JUN 18 2008 .. . , i --7- - • , .,.., i -;„.......:... . ....•- -....0..,i,N..7,e..$.•,,..0•Al...;:.:.....:,:..:......-12Z41.:,,*; ,ii•-,I- A•,t:„.. i!•- ...............t. ,i-,.!,...Z........,I.,:E",1%, I --"'"--••'1"'''--__::`::,..._..-..., o,.......__...... .I........ ;:•....,, ,, . - .. t •;• .c.',;••• .1 .,. •-•''-'7.. 1.-'P''.-4E.... • •,. ' !• /-..-• .1•1C,: fi'•?..;.E4eiiiklv.. ,,.. ,. ... • • • .''''':•:;f:l....k. .....';c,.. . . - .... ,-.....' - : 1 ..... ..._,. _ ., ,..__,--._ ,,,,,„....,-,,z,,,i.......e,...„,t;74,--,........:.....:::::,,.4...,•:!.......•...,P.::%'..,,,,f•)••••-.:41...t.r....t..r,.... - • ... 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',' ' - • •'4-24. %\I',.t • '.'..-•- ;:,..r)..-...:......:i;•r.v•:,....;N:.... Ii• ... .cia.,cq• ,N. ..1 • •I" !..• L.,.. • •ey . ...:,..V..r:.,:,'..d• . • • J.,-', -....., ..614 ..' 7 •...•L.• .,.-- LEGEND ,..p•-5.,ti. .. , - •- •-..;,.,..-,-, ., ;. • ,-----. -...M ..... ...\:,,,....P-.... .5' -c " •••-'-':'Wt., '•"-:!,--" :''• s..., - .-:•Ail,.:.--/..,,e24tr.4.-4.1%-.2tF.: S., .. ',- •.. -•".•-.., - cse . -.•-d.;.41.!.•::-. -.:;., •'•-',-. ..a'..r.i....(.. ' -.'-',1 A•--- . .. '''.... '. --f. -'17ii;!!.• 0 SANDY NECK PUBLIC BEACH ••"/„.•,.,. •:-..ip.•:, ; l•'',...:41*-:' ',.::;- ..'•%-- :-•7::(:•r•-•r•Litr'''aik. c '"-'4"'7:' ."'*.''''...i' ••--.11';`..,......,•_,:::';•_45:"..••••24..... ..YvVaZt-..4.. , ..,.7•1: -•-, ), -,„.....t,. ; - •;.:, • USGS TOPOGRAPHICAL MAP 'LOCUS PLAN PHASE 2 — DREDGE SEDIMENT PLAc,gkENT AREAS 0.,•,.......-----;- ,. Er PLAN ACCOMPANYING PETITION OF: •-•v`;.-V.••;---.... .-,e,?,,-4 .5w.4i..--,,,,,e- -••••.•, ,..:-..:...k.,4, THE TOWN OF BARNSTABLE 7/'es/ RT17-.., , D . ''':.•:V. .24....... !.,•J % V1..trW3 1':: '-: TO LICENSE DREDGE IMPROVEMENTS .0.c:i L-'‘ • ....:. .. 4 z.. ,— / ,;..; I-.4. •-:..2••-• BARNSTABLE HARBOR ...k.‘. 4.‘1/4 ., •- -•, ....... .1, • •,, .., . BARNSATBLE, MA 5N'''••?..>•• fir „...„ 0 Jr !.:.4600e'' .* N..,•••••:-..-:-.-- -, dolt p • H E ET 3 OF 3 1 0-24-06 's or_ DEPARTMENT OF THE ARMY R.• NEW ENGLAND DISTRICT, CORPS OF ENGINEERS ' i' ' ••:= 1 696 ViRGINIA ROAD • ~ Jo CONCORD. MASSACHUSETTS 01742-2751 REPLY TO: -- ATTENTION OF: July 8,2008 Regulatory Division CENAE-R-PEA Permit Number: NAE-2004-4187 • Mr. Robert Burgmann Town of Barnstable Department of Public Works 367 Main Street Hyannis,Massachusetts 02601 • Dear Mr. Burgmann: Enclosed is your Department of the Army permit authorizing the work described therein. Please post the enclosed ENG Form 4336(i.e.,Notice of Authorization)in a conspicuous location at the job site whenever work is ongoing. If you need to change the plans or construction methods(i.e., for work in our jurisdiction), please contact us immediately to discuss modifying your permit prior to undertaking these changes. This authorization requires you to complete and return the enclosed Work Start Notification Form to this office at least two weeks before the anticipated starting date. You must complete and return the enclosed Compliance Certification Form within one month- following the completion of the authorized work. This permit is a limited authorization containing a specific set of conditions. Please read the permit thoroughly to familiarize yourself with those conditions,including any conditions contained on the attached state water quality certification. If a contractor does the work for you, both you and the contractor are responsible for ensuring that the work is done in compliance with the permit's terms and conditions,as any violations could result in civil or criminal penalties. This letter contains an approved jurisdictional determination for your subject site and a proffered permit for your proposed project. If you object to either this determination or decision,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. A combined Notification of Appeal Process (NAP) and Request for Appeal(RFA) form and flow chart explaining the appeals process and your options are enclosed with this letter. If you desire to appeal this determination,you must submit a completed RFA form along with any supporting or clarifying information to Michael G.Vissichelli, Administrative Appeals Review Officer,North Atlantic Division,Corps of Engineers,North Atlantic Fort Hamilton Military Community, Bldg. 301, General Lee Avenue,Brooklyn,NY • -2- • 1 1252-6700. Direct questions regarding the Corps of Engineers appeals process to Ms. Ruth Ladd, Chief, Policy and Technical Analysis Branch at(978)318-8818 or at the above address. In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal under 33 CFR,Part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Please note that you may not appeal conditions contained in the State water quality certification or the CZM consistency determination under this program as they are - automatically included in the Federal permit. Please note that the Department of the Army permit process does not supersede any other agency's jurisdiction. We continually strive to improve our customer service. In order for us to better serve you,we would appreciate your completing our Customer Service Survey located at http://pert.nwp.usace.army,mit/survev_html If you have any questions regarding this correspondence,please contact Kevin Kotelly at(978)318-8703,(800) 343-4789,or use(800)363-4367 within Massachusetts. 11• Sincerely, Christine Godfrey 034 Enclosures Chief,Regulatory Division Copy Furnished: Martha Craig Rheinhardt,Vine Associates,Inc., 18 Beach Street,P.O.Box 555, Monument Beach, Massachusetts 02553 • • • DEPARTMENT OF THE ARMY PERMIT • • Pernnttee The Town of Barnstable, Massachusetts Permit No. NAE-2004-4187 • Issuing Office New England District NOTE: The term "you" and its derivatives, as used In this permit, means the permittee or any future transferee.The term "this office"refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms end conditions specified below. Project Description: The work includes work in navigable waters and the discharge of dredged or fill material to dredge an approximately 182,000 square-foot area to a depth of 6 feet below mean low water. Approximately 20,000 cubic yards of material will be removed by hydraulic means,dewatered above the high tide line{HTL}at the nearby Millway Beach,and placed below the ITI'L as beach and dune nourishment at Millway Beach, • Sandy Neck Cottage Area,and Sandy Neck Lighthouse Area, and above the HTL at Sandy Neck Public Beach. The project will be performed in two phases. Disposal below the HTL at the Sandy Neck Cottage Area includes the filling of approximately 3,550 SF of saltmarsh as part of the restoration of a degraded coastal dune in that area. (Project Description continued on Page 4) Project Location: • Maraspin Creek in Barnstable Harbor off Millway Road in Barnstable,Massachusetts, Permit Conditions: General Conditions; 1, The time limit for completing the work authorized ends on December 31,2018 It you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date Is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condi- dons of this permit. You are not relieved of•this requirement If you abandon the permitted activity,although you may make a good faith transfer to a third party in compliance with General Condition 4 below.Should you wish to tease to maintain the authorized activity or should you desire to abandon it without a good faith transfer,you must obtain a modification of this permit from this office,which may require restoration-of the area. 3. jr you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found.We will initiate the Federal and state coordina- tion required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. ENO FORM t721,Nov 86 EDITION OF SEP B2 IS OBSOLETE. (33 CFR 326(Appendix A)) 1 4. If you sell the property associated with this permit,you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 6. If a conditioned water quality certification has been issued for your project,you must comply with the conditions specified In the certification as special conditions to this permit. For your convenience,a copy of the certification is attached if it con- tains such conditions, 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that It is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: 1. The permittee shall ensure that a copy of this permit is at the work site whenever work is being performed and that all personnel performing work at the site of the work authorized by this permit are fully aware of the terms and conditions of the permit. This permit, including its drawings and any appendices and other attachments,shall be made a part of any and all contracts and sub-contracts for work which affects areas of Corps of Engineers jurisdiction at the site of the work authorized by this permit. This shall be done by including the entire permit in the specifications for work. (Special Conditions continued on Page 4) Further Information: 2. Congressional Authorities:,You have been authorized to undertake the activity described above pursuant to: (X Section 10 of the Rivers and Harbors Act of 1899(33 U.B.C.403). (X Section 404 of the Clean Water Act(a31r.S.C.1344). ( ) Section 103 of the Marine Protection,Research and Sanctuaries Act of 1972(33 U.S.C.141d). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal,state,or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. e. This permit does not authorize any injury to the property or rights of others, d. This permit does not authorize interference with any existing or proposed Federal project. S. Limits of Federal Liability.In issuing this permit,the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. 2 1 • e. Damage claim*associated with any future modification,suspension,or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the Information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant.Circumstances that could require a reevaluation include,but are not limited to,the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you In support of your permit application proves to have been false, Incomplete, or inaccurate(See 4 above). - c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension,modification,and revocation procedures contained In 83 CFR 825.7 or enforcement procedures such as those contained In 33 CFR 828.4 and 828.5,The referenced enforcement procedures provide for the Issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office,and if you fail to comply with such directive, this office may in certain situations (such as those specified in 83 CFR 209.170)accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions.General condition 1 establishes a time limit for the completion of the activity authorized by this permit.Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public Interest decision,the Corps will normally give favorable consideration to a request for en extension of this time limit. - Your signature below,as permittee,indicates that you accept and agree to comply with the terms and conditions of this permit. (PERMITTER) (DATE) cr......4607..„ This permit be mes effective whe a Federal official,designated to act for the Secretary of the Army,has signed below. i ����� 7/670s--•r,tern .reMTT.Par!rlrP , (DATE) urtis.L.Thalken onel,Corps of Engineers District Engineer When the structures or work authorized by this permit are still in existence at the time the property is transferred,the te"rma and conditions of this permit wilt continue to be binding on the new owner(s)of the property.To validate the transfer of this pemtit and the associated liabilities associated with compliance with its terms and conditions,have the transferee sign and date below. • (TRANSFEREE) (DATE) 3 - ' *U.S.GOVERNMENT FAGGING OFFICE:198E—71742b • (Project Description continued from Page 1) As part of Phase 2 of the dredging of the Barnstable Harbor Entrance Channel,the Town proposes to restore the dune at the Sandy Neck Cottage Area by placing clean dredge material into the excavated area,thereby restoring the natural elevations,hydrology and functions of the dune. The volume of material required for Coastal Dune restoration within this area is approximately 7,500 CY,filling an area of approximately 82,300 SF below the HTL. The material used for dune restoration will consist of both sand and silty sand sediments,as appropriate for dune restoration. Following the placement of sediments,the area will be vegetated with American Beach Grass(Ammophila breviligulata)to the extent recommended and agreed upon by both the Natural Heritage and Endangered Species Program(NHESP)and the U.S.Fish and Wildlife Service. The access route that currently exists through the depression will be discontinued and vehicular traffic will be required to be re-routed through access areas to be determined by the Town,the Sandy Neck Park Manager,and the Massachusetts Department of Conservation and Recreation(DCR)Area of Critical Environmental Concern(ACEC) Program. The sandy material currently contained in the Blish Point Sediment Containment Area will be removed and disposed of as beach nourishment on the nearby Millway Beach or on Sandy Neck public beach. The Town will then use the Blish Point Sediment Containment Area to dispose of silty sediments from the dredging of the Maraspin Creek entrance channel. . The work is described on the enclosed plans entitled,"Application By: The Town of Barnstable, 367 Main Street,Hyannis, Massachusetts,"with various subtitles on eight sheets,and dated, "October 11,2006." • (Special Conditions continued from Page 2) If the permit is issued after the construction specifications but before receipt of bids or quotes, the entire permit shall be included as an addendum to the specifications. If the permit is issued after receipt of bids or quotes,the entire permit shall be included in the contract or sub-contract as a change order. The term"entire permit" includes permit amendments. Although the permittee may assign various aspects of the work to different contractors or sub-contractors,all contractors and sub-contractors shall be obligated by contract to comply with all environmental protection provisions of the entire permit,and no contract or sub-contract shall require or allow unauthorized work in areas of Corps jurisdiction. 2. The permittee shall complete and return the enclosed Compliance Certification Form within one month following the completion of the authorized work. 3. There shall be no dredging from February 15°to June 1 5*of any year in order to minimize adverse impacts to winter flounder spawning and juvenile development. 4. There shall be no disposal below the Extreme high water line from May 1st to June 30th of any year in order to minimize adverse impacts to horseshoe crab spawning and development. 4 5. In order to minimize potential impacts to sea turtles, if dredging is to occur between the dates of June 1st to November 30th of any year: a. Turtle Deflector Devices shall be used by all dredging vessels. If a turtle were to become entrained by a dredging vessel,proper resuscitation techniques shall be used and rehabilitation personnel shall be contacted at the New England Aquarium 24-hour Marine Animal Rescue Hotline at(617)973-5247 or the Massachusetts Audubon Society, Wellfleet Bay Wildlife Sanctuary,at(508) 349-2615. b. An endangered species observer, approved by the National Marine Fisheries Service, shall be present on board the dredge vessel at all times to ensure that there is a look out for turtles and to inspect the dredge baskets while dredge is operating. e. The"soft start or ramp up"method of noise reduction shall be used by all dredging vessels operating in the project area. This will allow time for any sea turtles within range of the vessel to move away. 6. In order to avoid adversely affecting piping plovers,we recommend the following permit conditions: a. All work performed and disposal sites used under this authorization will be in accordance with the U.S. Fish and Wildlife Service,Northeast Region,April 15, 1994, "Guidelines for Managing Recreational Activities in Piping Plover Breeding Habitat on the U.S. Atlantic Coast to Avoid Take Under Section 9 of the Endangered Species Act."(The Guidelines) b. Any suitable piping plover habitat created by work performed under this authorization will be managed in accordance with the established Guidelines. c. Beach nourishment in existing plover habitat should maintain a 10:1 slope and have no vegetation plantings. d. Each year,before dredged material is placed in any site authorized under this permit,a qualified piping plover monitor shall determine whether suitable piping plover nesting habitat exists at that site. If such habitat is present,it shall be posted with warning signs and/or"symbolic fencing"before April 1 of each year. e. Each year,a qualified monitor shall determine whether suitable piping plover nesting habitat exists at disposal sites that have received dredged material under this authorization. If such habitat is present, it shall be posted with warning signs and/or "symbolic fencing"by April 1 of each year. f. On suitable piping plover nesting habitat,all construction activities are prohibited during the period March 15 to September 1 of each year,unless: i. A qualified monitor is in place by April 1 to document location and activities of breeding plovers and to observe disposal activities relative to plover activities during the disposal period; ii. Dredge/disposal activities are located 100m or more form piping plover territories • and/or nests; iii. All work will immediately cease if it is determined that piping plovers are disturbed by the activity,and the U.S.Fish and Wildlife Service, Supervisor,New England Field Office,70 Commercial Street, Suite 300,Concord,NH 03301, 603-223-2541, will be immediately notified for further consultation. 5 • • ram..,. ;,, _-x t�N L -.• .. .. y- _ .r•,.:• „ :,• i a. Je- ,{��;;,�'+, ;•{� � .►ter .��,•;ii;•r.r 1t 4�4w }: ?1p.--3i7s '-•,. :a ,: ax• a.'- .,'I t p r,% :.�ti 9.J (�`cy �' ,,,:0...;,t,,.R 'tl�s',Lis-' FWJ4s _ a• aJ ..'�-.0 4 rt• :�. C�',Pi,'J �7-.1 1 e•( � -E,1.�1 ,. it s "1.4:' 4t 4�t. '•=r., 1e' n.7 • 1,ti :TJ7G :,�v. ?X rx rt-' % :J. 7j i':,:$4 f(f, i`1• . '. • •-„ ;\:/...'"O. 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' '-iir',,.fr-.•'' • �r •..._AER... s1mm� f l�7 - Y` A 1j. �J� -- �tl C"�-- ..O. /MAINTENANCE DREDGE AREA TO EL-6:0 MLW // l'� Or ROPE(rmj � `!` �` . /' -.- ^.. /I! f 8 CD SEDIMENT SAMPLE LOCATION // �• ,� rh a • DATUM: MLW = 0.0 Al: MARACAPESPIN COD BAY CREEK m MHW = 9.5 COUNTY: BARNSTABLE • HTL = 11.9 25 50 APPLICATION BY: 0 DREDGING PLAN THE TOWN OF BARNSTABLE n — iii 367 MAIN STREET 0 100 200 0 5 10 HYANNIS. MASSACHUSETTS F. OCTOBER II, 2006 SHEET 1 OF B 5 1BNE ASSOCIATES, INC HINGHAM, MASSACHUSETTS , 6 • . . \ • I, I \ a SANDY NECK\ k .,..„.%, 1 1 '‘ ---- , \ , ..........„...,, ,Iiiit,,,....„„i„ : ,..::.•. . 1,11,,, . . \ .,. .,.... .., N_Ili •6„ • s.. •• \ ii i i'L• N'' ''' . ENSIINC _,....1, ,c----- DUTIES '1 II'1 • 1 ....§--'• • ,•••'• .1% .1. /1/1 \•V•)-\' it \ . 's ',••:.-•''.s „.i. --,'--i'-.•:-"..5',---.. ',1>.--?'--I' 01. .k.'"\---.." --". %. ''•-"ss S' ' •:/:.--/ c-A.— 's k i ...rfv-'.!1 —.---.. --- 1 —• 7:1".5111 OD01MARK SANDY NECK • \ : -- i id.. ..., . \ ..,. 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' ::-.._':---... ---::::41skx7i--":--------:7-"z: ' S,' •- /-----------:--7---, --4k7 - -at,....,.---,,...,:_i ! j i : 1 ray *.,‘vt...„, .-.- -, .-.--....-- 1 ,.... • • • „..„..... . . cg .• : ..• i. . SALHiARSH • 1 ....".... 2 ...... , • • . .• .. i 5 • /sED,„.. , ., 4)-\.' ' • -. _c... Gtm :1:1—: Ac'tscu.T7".: RctliA"-.A:: OCATION X1;slc..:.::.::::::::::'I 2 ••k- . .t..... PETER J. 1, DATUM: MLW = 0.0 CAPE COD BAY WILLIAMS 5.1 MHW = 9.5 EXISTING CONDITIONS PLAN COUNTY: BARNSTABLE CIVIL t. HTL = 11.9 APPLICATION BY: fi No.36227 SANDY NECK THE TOWN OF BARNSTABLE ,....4 367 MAIN STREET ia 1.0 'Peel 0 o l O , __ t.._ i' 110 2 0 HYANNIS, MASSACHUSETTS . iia,,77•:—.-=',.=•• /,/,,, ,cse . OCTOBER 1 h 2006 SHEET 2 OF 8 VINE ASSOCIATES, INC. HINGHAM, MASSACHUSETTS . • COASTAL DUNES �g ' y// / /� ice' //LOOT Of Maffei:o 1:11,13 0 KW • SANDY NECK — �`\ ,w crrJ +^ ,7 : �\ /// /3 J;/ \ \ E -, - ......... -_,LAkt,lighs,iv, - __--.., ... .,...... — \XSI,SN ‘.' N ''igt.710 1 I ; /7 / , • ---' \ } — �1rr--='+:��- _,f �..�1,� 11 1 �._.. \\ I .-'' / Irt r16 • om • • a. �- ., `` --f,\� .` ice-'/ / / h / .`, i.yam . ,�' J/ , , $ — . '. i . . .•• ' � /, r, —, � OFM S " �40/ y// te\\ r .X / • _ -. r- . MS 4 ,'��i`\ \—_ti= __�" ''' /�/ /f BARNSTABLE HARBOR 3 CIVIL w N —�,:;.. \_�-: " — —__`'"' arc---•/-/ -/ 1 Na362T7 f• k„,,:PfOisTtO s - AT: SANDY NECK DATUM: MLW = 0.0 CAPE COD BAY m MHW = 9.5 DUNE RESTORATION PLAN COUNTY: BARNSTABLE • ® PROPOSED AREA FOR DUNE HTL = 11.9 APPLICATION BY: RESTORATION SANDY NECK THE TOWN OF BARNSTABLE 0' 75 150 367 MAIN STREET DUNE RESTORATION AREA p ` COTTAGE AREA HYANNIS. MASSACHUSETTS o BELOW HTL=t82.300 S.F. g • OCTOBER 11, 2006 SHEET 3 OF 8 i VINE ASSOCIATES. INC. HINGHAM, MASSACHUSETTS 7/ , �, 1 h EXISTING �// / / 4� HOUSE i dr 1 �4Q LIGHTHOUSE _ .. 1 Oi , I Pe � IND � . TIMBER BULKHEAD ]�I BERM EL.= B ��/K4C� ,illplip i .1 Z�0 T,-013 0 COASTAL N N•.\ ' / �i..,,,� `��Yo BERM EL.-ts.o ouNE \, \' ..,1t C BERM EL=12.0 �a� S \ .}�-6- \ L �,. r� . 3N-S E_- ouRii — a .... _ �\ - -- .-fft2& -7-�. • ........_ 12- -3� \ ` -" - ti- ���PETER J. �G _' --<., ` �1� �S COASTAL j VlnulAMs ` �_ \ "� \ �_ • 1 CIVIL No.36227 BARNSTA81_E HARBOR tea, �fs�;, ��`'_. �� PR¢wMA ',kw � DUNE RESTORATION AREA $ ga ` I BELOW HTL=12.197 S.F. AT: SANDY NECK DATUM: MLW = 0.0 CAPE COD BAY m MHW = 9.5 DUNE RESTORATION PLAN COUNTY: BARNSTABLE HTL = 11.9 SANDY NECK APPLICATION THE TOWN BOF BARNSTABLE 367 MAIN STREET 1 °11 LIGHTHOUSE AREA HYANNIS, MASSACHUSETTS rc i OCTOBER 11, 2006 SHEET 4 OF 8 i VINE ASSOCIATES. INC. HINGHAM, MASSACHUSETTS SEC110N C-C >_._ ==- --,=- �' `-+� -�+.,,� --,ti = �Fb0r ^p^. = -'- ).:: -,._ - •cz• �"'-,a... �-``-`D` -1', ~'--� i-- ---,>` �i - --- - / = pA„- 3`"Fttl ..y . - ate_ -_may ✓`_`�V:i~i-�f+°'/_ �-�= �t ,r .� r r w_ `E_6li ��-� ` -- .�/ \ �\\1 / WAYS 'f_ --vim RA A DU sr— —+� PARKING� b ARKtyC AREA NE `—n= OF AREA �\.. y o� PETEA J. G s X • I {NILUAMS CIVIL "' No.36727 c �sp�.'FfCl5TF.A�� �`� 7 of �F�S/ONp Eft' 41 ,r. p/Z1,L Re Al; SANDY NECK DATUM: MLW = 0.0 PE COO BAY a MHW = 9.5 EXISTING CONDITIONS PLAN COUNTY: BARNSTABLE HTL = 11.9 SANDY NECK APPLICATION Et SANDYTOWN OF BARNSTABLE 6 367 MAIN STREET OiTs 1 o PUBLIC BEACH HYANNIS, MASSACHUSETTS OCTOBER 11, 2006 SHEET 5 OF 8 ti NNE ASSOCIATES, ING HINGHAM, MASSACHUSETTS I , I 15 /\w\\" ' PROPOSED O %. NOUR19WD17 EL 15.0-N I ! , -��� Hr_ `j iO EXlS1aNG t GRADE i r J 3 TYPICAL SECTION A-A ( 1 SCALE:VER'tl CAL:1"=5. 1 ` • HORIZONTAL:1"=50' IOSED ME NR5411D1 13.0 13 EXISTING_ 5 GRADE 40F %. .(it ro . PETER J. fi, . . i o WILLIAMS Si . ri ca CtV1L pTYPICAL SECTION SCALE: 1"=20' J "air ttix /���Ad`�.� w 1 i 23 AREA 1PROPOSED IMRE 0 mcvfasioata m 2 ERODED DUNE 1 ii15 'fi�*----�� cl BEACH Pit g 1D ' m to.: /51 TYPICAL SECTION C-C SCALE: 1"=20' i AT: SANDY NECK li DATUM: MLW = 0.0 CAPE COD BAY i MHW = 9.5 DUNE RESTORATION PLAN COUNTY: BARNSTABLE ^ HTL = 11.9 APPLICATION BY: 0 25 50 TYPICAL SECTIONS THE TOWN OF BARN57ABLE 361 MAIN STREET 0 t0 20 0 5 SANDY NECK HYANNIS, MASSACHUSETTS ii t it , OCTOBER 11. 2006 SHEET 6 O!;' 8 . VINE ASSOCIATES, INC HINCHAM, MASSACHUSETTS / / / tie' 4°� . • 4%. - ` aEiv wmw f y � ` �'. -� •! .�_"..�` /• „� ^".ram`'^"'- . �`. :.... • ---- >: �".! re .woo ( /' ... ...-' '�, •�v 1. /` t\ \A ugg tam / ��• �•�• r /, `": \ vca-- � .•'—�.� S:c ai :._ `�.,�4 ` moot, \ �'\, r C .. _•ram t„�e��.Y' `+'"r"S:, r // .. - "a~?./ t�Ry!! 'b'dsGT+^S"�ti`l'l�iry�'lq f�F' .4••.�YI W/ f�" '�, \j /� \ 1•� 1 . NIL fr. M14 ,£'�.t iA•'--.,i,, <.'4•+�N.+Y,_„I6j y.tl4k. •.r.;F`•^•1'a.,. , ���y- 'ar or qoR t -l-r..� 1 I, h -`-i`. .5� :•' ',4i,'/.. y�,. • t d �'/J �..� 4,k,..4. 1 h. i� .r'��� taty' ram/ 'ff/. ] " �d,{'// �..:� j- jf J p� 6; u/�\��' �?1; "l,t"I r ./,��qN V ly/� '�j�....r„•_-....ill \ / Z A „` r4,e'3 !o0 • 0- 4!• mot...•. ---�- �, ( � 1 $ ��N OF�p� a �i r � i a ! $� ',,VP, A a �\ ,,,-. . +tr //.rye M —,.: � ". �7 i o KIER J s Aar a \A' "• wS`-•• G� -4 5s 'tea ._"'" li'•' WILLIAMS a s..trt+mi ..-ii` a:`' .�; 4uvrq : �_ �\ yJ1 . : t v. 3 CIVIL 0.1 Na 36277 ^\ �� t 'J�'Yf✓•d ., O h /r sK . . mu 9f RE '� J i „tr- , m �°tlwAm' m ,rfs CIS1E EN��� 'Sl116.-''/.. " "r/,-.A, ✓fir 0 a /i. tei atmac mtoos WfAna 1 1 s, ® A. a a AM 8 AREA OF BEACH NOURISHMENT BELOW HTL e42.700 SF. F AT: MARASPIN CREEK F DATUM: MLW = 0.0 CAPE COD BAY COUNTY:�+ MHW = 9.5 RE—USE AND TY: BARNSTABLE • HTL = 11.9 APPLICATION BY: 1 NOURISHMENT PLAN THE TOWN OF BARNSTABLE 0' 50 1 0 367 MAIN STREET o )"'"---1MILLWAY BEACH HYANNIS, MASSACHUSETTS REV: 12/41/07 OCTOBER 11, 2006 SHEET 7 OF 9 Wit ASSOCIATES INC. HINGHAM, MASSACHUSETTS MO NMI Glint Qw➢0O*110Th �� r �" 1• mar ; I'r• L1i le MAL SO Mad 121111149%. WM000MM BECKON 1-1 wMrrl m oast roam no an win 1-pffi.'rrZTAUCC. MO Nvw,mNr nwvws NNK a WOK Yboo Ypmet TYPICAL WEIR%gm tmNwo 10.10 MU r r w, r IIINIMM Ina cam= • Wit"I‘MIMMW t=i, EL& SECTION.MU 2-2 a 'mn' �a,.a �mw KO s . a WI COMM Nu 00 mia.L°�`r ornYYYWa1°f ' I -1, OA'40".70-11..'.d -- {\�� moire VMS1M==e�sr$0x1. 11 Q-1= r Nmrw w rma r ff -4 + wsrom ,I•i!II fVwi ,'� wNr a . A ,1 i °m` WA Is wean Ne . e M al OIrn01w[wrRL ne TYPICAL AlSCHARG£CnN1Rf I STRIIf ffi SECTION -� MOO= N�Nw eao IOwwu Nofw was ` OF(/''''; 'i PETER yG ' Mrr Nwwl4a M�WC m wiw Or 60 I ✓+ W YNrI �a I w WILLIAMS C1 0 1 �eo"�Sv' r.re e'� .� GVIL H /� ' N0.3Gss�7 sr m'-�-..` •1p1 °��" .444;e9f�C7 °/'!��/'!i TYPICAL FINISHED BASIN SECI1Oty WI 10 It. SILT FENI5 !' AT: MARASPIN .CREEK or 11 os DATUM: MLW = 0.0 CAPE COO BAY MHW = 9.5 DETAILS SHEET COUNTY: BARNSTABLE HTL = 11.9 APPLICATION BY: BUSH POINT THE TOWN OF BARNSTABLE 14 O' 1 CONTAINMENT AREA 367 MAINHYANNIS. ASSAC MSSACHUSETTS o3 OCTOBER 11, 2006 SHEET 8 OF 8_ d VINE ASSOCIATES, INC. HINGHAM. MASSACHUS£TTS 6 �.SU OF — CONCRETE BOAT RAMP • ye PETER J. fp $ w iumms 24' 8" WIDE CURB aviL y': 8" WIDE CURB No.3s227 FLOATING DOCK ego`'PEO/STER�� �'Q • EXISTING SAND SEDIMENT TO BE f �� '‘ REMOVED/REUSED FOR CONTAINMENT :ZONAL E.0 . \. AREA RECONSTRUCTION/BEACH i ' •' � - \ NOURISHMENT AT MILLWAY BEACH i • g ,',..„,-�-_MHO`_ — / LIMIT OF TEMPORARY/ t``:�•:, .. N. t REMOVABLE SAND �1i / Tf INSTALL TEMPORARY JERSEY BARRIER 4" WIDE FLOAT CONTAINMENT BARRIER Lt�a}i ., 7. .:� . .. TOP Fl =16.0 `‘"1 \ / \ 3 8" WIDE CONCRETE CUR:I 1I I HTL EL=11 9 \\v 24' a MHW Fi =9 5 .. BARNSTABLE HARBOR 12' CONCRETE RAMP FLooD i ..'`' 12' I r STONE REVETMENT s I 11 AA TIMBER PILE SITE PLAN I EXISTING GRADE 1 a s' SCALE: 1'= 60' I CRUSHED STONE TIMBER SHEETING A LENGTH VARIES `AT: MARASPIN CREEK DATUM: MLW = 0.0 TEMPORARY SAND CAPE COD BAY MHW = 9.5 COUNTY: BARNSTABLE TYPICAL SECTION D—D HTL = 11.9 CONTAINMENT COUNTYAPPLICA BY: °z SCALE: 1'= 10' THE TOWN OF BARNSTABLE 30 60 0' 10 BARRIER 367 MAIN STREET !®-- - PLAN & SECTION REV:YANNIS. MASSACHUSETTS OCTOBER 11, 2006 SHEET 9 OF 9 NNE ASSOCIATES, INC. H/NCHAM. MASSACHUSETTS DEPARTMENT OF THE ARMY rye' •, f t•%`.z US ARMY CORPS OF ENGINEERS NEW ENGLAND DISTRICT 1` b�� ;- 696 VIRGINIA ROAD CONCORD MA 01742-2751 November 8, 2016 Regulatory Division File No.NAE-2004-4187 Roger Parsons Town of Barnstable, Department of Public Works 382 Falmouth Road Hyannis, Massachusetts 02601 Dear Mr. Parsons: This is in response to your request dated June 14, 2016 to modify your Department of the Army permit number NAE-2004-4187, issued to the Town of Barnstable on July 8, 2008. The modification is to allow for a change in the method of dredging and the location of disposal for the maintenance dredging of the Mid-Entrance Channel located in Barnstable Harbor. The new work is shown on the attached plans entitled, "Project: Barnstable Harbor Mid-Entrance Channel Maintenance Dredging," on five sheets, and dated, June 13, 2016. The permit is hereby modified to authorize the following activities: The modification is to allow for the maintenance dredging of the Mid-Entrance Channel using mechanical methods (barge mounted excavator or crane)with offshore disposal of approximately 3,492 cubic yards (CY) of sediments at the Cape Cod Bay Disposal Site. This work must be performed in compliance with the following special conditions: 1. The permittee shall ensure that a copy of this permit is at the work site (and the project office) authorized by this permit whenever work is being performed, and that all personnel with operational control of the site ensure that all appropriate personnel performing work are fully aware of its terms and conditions. The entire permit shall be made a part of any and all contracts and sub-contracts for work that affects areas of Corps jurisdiction at the site of the work authorized by this permit. This shall be achieved by including the entire permit in the specifications for work. The term"entire permit"means this permit(including its drawings, plans, appendices and other attachments) and also includes permit modifications. If the permit is issued after the construction specifications, but before receipt of bids or quotes,the entire permit shall be included as an addendum to the specifications. If the permit is issued after receipt of bids or quotes,the entire permit shall be included in the contract or sub-contract. Although the permittee may assign various aspects of the work to different contractors or sub-contractors, all contractors and sub-contractors shall be obligated by contract to comply with all environmental protection provisions contained within the entire 2 permit, and no contract or sub-contract shall require or allow unauthorized work in areas of Corps jurisdiction. 2. The permittee shall complete and return the enclosed Compliance Certification Form within one month following the completion of each disposal activity. 3. There shall be no dredging from February 1st to June 30th of any year in order to minimize adverse impacts to winter flounder spawning and juvenile development. 4. There shall be no disposal below the Extreme high water line from May 1st to June 30th of any year in order to minimize adverse impacts to horseshoe crab spawning and development. 5. In order to minimize potential impacts to sea turtles, if dredging is to occur between the dates of June 1st to November 30th of any year: a. Turtle Deflector Devices shall be used by all dredging vessels. If a turtle were to become entrained by a dredging vessel, proper resuscitation techniques shall be used and rehabilitation personnel shall be contacted at the New England Aquarium 24-hour Marine Animal Rescue Hotline at(617) 973-5247 or the Massachusetts Audubon Society, Wellfleet Bay Wildlife Sanctuary, at(508) 349-2615. b. An endangered species observer, approved by the National Marine Fisheries Service, shall be present on board the dredge vessel at all times to ensure that there is a look out for turtles and to inspect the dredge baskets while dredge is operating. c. The"soft start or ramp up"method of noise reduction shall be used by all dredging vessels operating in the project area. This will allow time for any sea turtles within range of the vessel to move away. 6. In order to avoid adversely affecting piping plovers,we recommend the following permit conditions: a. All work performed and disposal sites used under this authorization will be in accordance with the U.S. Fish and Wildlife Service,Northeast Region, April 15, 1994, "Guidelines for Managing Recreational Activities in Piping Plover Breeding Habitat on the U.S. Atlantic Coast to Avoid Take Under Section 9 of the Endangered Species Act." (The Guidelines) b. Any suitable piping plover habitat created by work performed under this authorization will be managed in accordance with the established Guidelines. c. Beach nourishment in existing plover habitat should maintain a 10:1 slope and have no vegetation plantings. d. Each year, before dredged material is placed in any site authorized under this permit, a qualified piping plover monitor shall determine whether suitable piping plover nesting habitat exists at that site. If such habitat is present, it shall be posted with warning signs and/or"symbolic fencing"before April 1 of each year. e. Each year, a qualified monitor shall determine whether suitable piping plover nesting habitat exists at disposal sites that have received dredged material under this 3 authorization. If such habitat is present, it shall be posted with warning signs and/or "symbolic fencing"by April 1 of each year. f. On suitable piping plover nesting habitat, all construction activities are prohibited during the period March 15 to September 1 of each year, unless: i. A qualified monitor is in place by April 1 to document location and activities of breeding plovers and to observe disposal activities relative to plover activities during the disposal period; ii. Dredge/disposal activities are located 100m or more form piping plover territories and/or nests; iii. All work will immediately cease if it is determined that piping plovers are disturbed by the activity, and the U.S. Fish and Wildlife Service, Supervisor,New England Field Office, 70 Commercial Street, Suite 300, Concord,NH 03301, 603-223-2541, will be immediately notified for further consultation. 7. For the initiation of disposal activity and any time disposal operations resume after having ceased for one month or more,the permittee or the permittee's representative must notify the Corps at least ten working days before the date that disposal operations are expected to begin or resume. To facilitate this process, you must submit the enclosed Disposal Request Log Sheet(see below for contact and submittal information). Disposal operations must not begin or resume until the Corps issues an Open-Water Disposal Approval Letter for the initiation or continuation of open-water disposal. The letter will include disposal point coordinates to use for this specific project at that time. These coordinates may differ from those specified for other projects using the same disposal site or even from those specified earlier for this project. It is not necessary to wait ten days before starting disposal operations. They may start as soon as the Open-Water Disposal Approval Letter is issued. 8. Except when directed otherwise by the Corps for site management purposes, all disposal of dredged material shall adhere to the following: a. The permittee shall release the dredged material at a specified set of coordinates within the disposal site provided in the Open-Water Disposal Approval Letter with the scow traveling at speeds not exceeding two knots. b. Disposal shall occur with the scow within 300 feet of the disposal coordinates provided in the Open-Water Disposal Approval Letter. c. Disposal is not permitted if these requirements cannot be met due to weather or sea conditions. In that regard, special attention needs to be given to predicted conditions prior to departing for the disposal site. 9. National Dredging Quality Management Program Requirements: a. Every discharge of dredged material at any site (e.g., open water disposal area confined aquatic disposal cell beach nourishment, nearshore disposal)requires monitoring by the contractor. This disposal monitoring of dredging projects must be performed using the Dredging Quality Management(DQM) system software and hardware system developed by the Corps. The only exception in the requirement of DQM monitoring is for dredging 4 with a cutterhead dredging apparatus. The DQM system must have been certified by the Corps within a year of the disposal activity. See the National DQM Support Center site http://dqm.usace.army.mil for additional DQM information. Questions regarding certification should be addressed to the Corps New England District DQM Point of Contact at(978) 318-8338. b. The permittee is responsible for ensuring that the system is operational throughout the project and that project data are submitted to the National DQM Support Center in accordance with the specifications provided at the aforementioned website. If any component of the system is inoperable, disposal may not take place unless otherwise authorized by the Corps New England District DQM Point of Contact(call (978) 318- 8338)). If any of the DQM certified telemetry ceases operation during a disposal trip, an alternative recording of the absent data stream must be maintained. The breakdown of any DQM-certified telemetry must be reported to the DQM Point of Contact and repaired within 48 hours to keep the scow fully compliant with permit conditions. Unless weather, safety or sea state conditions prevent it,the hull doors must be fully closed on split hull scows before the vessel leaves the disposal site. c. The DQM system used by the permittee must be capable of providing the information necessary for the Scow Monitoring Profile Specification. The permittee is also responsible to provide the Corps (see below for submittal information)with a record of estimated barge volume of dredged material for each trip. The permittee must submit a weekly report to Corps that provides estimated volume (cubic yards), date and disposal time for each trip. The permittee shall make the data collected by the DQM system available to the Corps upon request. 10. If any material is released beyond the limits specified in this permit,the Captain of the disposal vessel,the permittee's representative or the permittee must notify the Corps immediately at(978) 318-8338. Leave a voice message with the relevant information if no one answers. Information provided shall include disposal coordinates,permit number, volume disposed, date and time of disposal, circumstances of incident, disposal vessel name, name of caller, and phone number of caller. In addition, a detailed written report must be provided to the Corps within 48 hours following any such incident. 11. Unless otherwise stated, all submittals and coordination related to these special conditions shall be submitted via: a) MAIL: PATS Branch- Regulatory Division, Corps of Engineers, New England District, 696 Virginia Road, Concord,MA 01742-2751, b)EMAIL: cenae- r@usace.army.mil; or c)FAX: (978) 318-8303. Direct general dredge related questions to (978) 318-8338. Documents which are not addressed in this manner may not reach their intended destination and do not comply with the requirements of this permit. 12. Disposal of dredged material at the Cape Cod Bay Disposal Site (CCBDS) shall not occur between January 1 and May 15, of any year, in order to protect right whales. 5 13. From May 16 to December 31 of any year, disposal vessels including tugs, barges, and scows transiting between the dredge site and the CCBDS shall operate at speeds not to exceed 10 knots. Disposal is not permitted if these requirements cannot be met due to weather or sea conditions. In that regard, the permittee and contractor shall be aware of predicted conditions before departing for the disposal site. For unanticipated conditions, a vessel may operate at a speed necessary to maintain safe maneuvering speed instead of the required 10 knots. This alternative speed is justified only when the vessel is in an area where oceanographic, hydrographic and/or meteorological conditions severely restrict the maneuverability of the vessel and the need to operate at such speed is confirmed by the vessel captain. If a deviation from the 10-knot speed limit is necessary,the reasons for the deviation, the speed at which the vessel is operated, the latitude and longitude of the area, and the time and duration of such deviation shall be entered into the logbook of the vessel. The master of the vessel shall attest to the accuracy of the logbook entry by signing and dating it. The intent of this condition is to reduce the potential for vessel collisions with endangered turtles and whales. 14. A marine mammal/turtle observer with written approval from the National Marine Fisheries Service (NMFS) (http://www.greateratlantic.fisheries.noaa.gov/prot res/ObserverProgram/), and contracted and paid for by the permittee, must be present aboard disposal vessels for all transportation and disposal activities. Or, in lieu of a NMFS-approved observer,the disposal vessel operator can assign a crewmember to be the designated lookout for that trip. The name of the observer or designated lookout must be recorded in the logbook and is required to be on lookout for marine mammals and sea turtles for the duration of the trip. 15. The permittee (or designee, captain, observer or designated lookout) shall: a. Contact NMFS at(978) 282-8469 and check www.listenforwhales.org or www.nefsc.noaa.gov/psb/surveys before the initial disposal operation to determine the potential presence of whales in the area; and b. Report whale and sea turtle sightings as soon as possible (within 24-hours)to the NMFS Marine Animal Response Hotline at(866) 755-NOAA; and c. Report any interactions with listed species as soon as possible (within 24-hours)to the NMFS Marine Animal Response Hotline at(866) 755-NOAA or USCG via CH-16 and immediately report any injured or dead marine mammals or sea turtles to NMFS at(866) 755-NOAA. 16. The vessel captain shall: a. Lookout for turtles and whales at all times; and b. Employ its searchlight in darkness or otherwise limited visibility for the benefit of the observer when disposal vessels have left the harbor and are traveling to, at, or returning from the disposal site; and c. Avoid harassment of or direct impact to turtles and whales except when precluded by safety considerations; and d. Ensure that the disposal vessel adheres to the attached NMFS regulations for approaching right whales, 50 CFR 222.32, which restrict approaches within 1,500 feet(500 yards) of a 6 right whale and specify avoidance measures for vessels that encounter right whales;and e. Ensure that dredged material is not released if whales are within 1,500 feet or turtles are within 600 feet of the specified disposal point. The captain must check in with observer or designated lookout•prior to releasing the dredged material. If whales or turtles are within these distances and appear to be moving away from the specified disposal point, within these distances and appear to be remaining stationary, or outside these distances but appear to be moving towards the specified disposal point,the vessel captain shall wait until they have cleared the specified disposal point by these distances and are not moving towards it,and then proceed with disposal at the specified disposal point. All other terms and conditions of the original permit remain in full force and effect. The time limit for completing the work authorized ends on December 31,2018. We continually strive to improve our customer service. In order for us to better serve you, please complete our Customer Service Survey located at http://coipsmapu.usace.army.mil/cm apex/f?p=regulatory survey. If you have any questions,please contact Kevin Kotelly of my staff at(978) 318-8703. Sincerely, Barbara Newman • Chief,Permits and Enforcement Branch Regulatory Division Enclosures Copy Furnished Ed Reiner, U.S. EPA,.Region 1,Boston, Massachusetts,reiner.ed@epa.gov Christopher Boelke,National Marine Fisheries Service, One Blackburn Drive, Gloucester, Massachusetts 01930, Christopher.Boelke@Noaa.gov . Dave Hill,MA DEP SERO,20 Riverside Drive, Lakeville,•Massaehusetts 02347, david.hill@state.ma.us . Jim Mahala,Acting Chief,DEP SERO,Wetlands and Waterways, Lakeville,Massachusetts 02347; iim.mahala@state.ma.us Robert Boeri, Coastal Zone Management,Boston,Massachusetts,Robert.Boeri@state.ma.us Ken Chin, MA DEP WW, One Winter Street,Boston,Massachusetts 02108, ken.chin@state.ma.us Christine Player, CLE Engineering,Inc., 15 Creek Road,Marion,Massachusetts 02738, cplayer@cleengineering.corn Roger.parsons@town.barnstable.ma.us . I � k1"t' S `inyi _ „,,,,N,,‘,40/ , ,, ,, , . 4. Ce t 0 S .'y'fig. _ e a� R. 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'.• AS-BUILT SAMPLING LOCATION(3/3/2016). •:......:.:,..,.!:,:.:::......:.:...;.,..........,......::...:,..:.. ....... :. ., . .. ............ .. , I 1:;•6ft;.:•P0...:S.:PRO:F'0SC17SE0:1.M;•:: :E.I•klAN-:-CE•:DRED•s•GING-1:•0•••••••••••• • • •...• ••1-r••E1::1,PLAN • • PR°jc AN :mESAARINNTSEINABLCEE GINHDARREBDORMG7-ENTRANCE RESTORE EXISTING NAVIGATION CHANNEL. CHANNEL AT:BARNSTABLE HARBOR D ATOM MLIA/=0.0 GRAPHIC SCALE AHTL +12.4 BARNSTABLE.MASSACHUSETTS 1 IiiIHVV=+9.5' 9 = ' 0 125 250 NM'-',--"i,11111111111111111111 i 1 CLE ENGINEERING.INC. 16 CREEK ROAD.MARION MA 02738 SCALE 1 INCH=250 FEET DATE:08113/2016 SHEET 2 OF 5 j , il ..,,_ eif daa) A ,, l_. LIMIT OF PROPOSED _ A Pft-EDPING sTA 8t2o . : ,- - ,a,*‘OF 444, 0.1 4 \,* A .,, . v- '.1 %k . -" k,,, CARLOS 0 , f.h •.' 7' . ,,, '' Xj}„ ,, et).;:-".$%%. 4.0,19 e „%,..,,,,.,,: v. k,, „..-,,.. ,k PE IA ,.0-' ,,,, rez-,r ,:-• No 313201 Ni it u *4,t', - 1,.„. .,., •••, - , ..• , o , tk 10 1\N/by • , . eat.,v ,,,x EX. ILES var .,rod,L 411k ., - kiNAL 'CHANNEL':Co;ORIY(tiir5,) ze/e , e w t • \ „ • • :.• . ' ..tc, . ' \40 ‘,10,4441411'. N'' • %it\ . et - .,... '• ‘ ''" 4 •. \4:?6,„...0, N *% . igtif,44 1: \ *; '1'-+ 4 A 0.1,,,v .. \ . LIMIT OF EXISTING e- 0%,-k * "*. . ‘9,1.AC.•* -•, - - CHANNEL .1 1Z) •N *4' V • ,1; ' - - ' - i or r!, • EX. BUSH POINT BOAT . • . • •A- , RAMP ACCESS CHANNEL - Ifkr,410 , 1741 ,•,-.' - (NO,WORK PROPOSED) /64CTI. -, \ , 144 - , BASELINE CrY1).) DREDGE SAMPLE(TYR), . ' . , z. tcw•)\ :-:: - - - -' SEE SHEET 4 OF 5 FOR CO-ORDS1- , 4 .,.''kt4 — 4'. 4....'' 'FOP.TOP OF 40":"' \ ,' lit % 1,... \ -,,. ,,...fr, . ._ _-___DREDOS SLOPE BUSH POINT 11 i '', '•• ° "- --- - @ttiv)„,,,„- ,.._i .. r _ ,..„ , . - . ,,i,-, ‘,- .k. \,. m . ,r* ' ' . ri' Thl''' , V _ % STA 8+20.e6 174;-75 - N. 1 - . \ -41, 1 ' • , 4,, . "mID•ENTRANc e cHANNELP. ,, . . Ilk.. .. . A , TOTAL DREDGE VOLUME-1=4,492 CY - * ' On ‘r --71 TOTAL DREDGE AREA*0+.40,592 SF, - „6.14k . \ s1;Alt4.4, : 1 :'•- . tr.vvo: • INCLUDES V ALLOVVADI,E OVERDREDGEI .0 *' VIP-•N 2721389:4214' .-,•-"P. \ • , q.• - j AND 3H:1V SIDE SLOPES . . , ,.,,,A,A1-44,30.° , \ . . ., .,,,. •,, E M13954975 . it, , , \ 1 .cc''' li‘t i,e,,,, ::‘ , .\ „, 4 APPROX.PROPERTY idifAs, ' teck-k, . - LINES(TYP.) \ i $4101. dy ,,,. _,00100i 1111%- ' .-40 ,-,... 1 ' L3Mir OF PROPOSED' .. .'" ,pi*e6k, ', e ',,f1P--. , . DREDGING STA 17+75 - . - .. . 1-' e,g 41` "L,4 ---.....„..N 1 , W-,'41r1 Alewo N2721411.6858' „ii, BARN$TABLE \ ....... ' e 9133451.0322 --4,44-Ac,' — •, "----- '-k \ HARBgR I 4-4 ' - -— -- PunP936:PROPOSSO MAI NTSNANCC DRSDOIND TO DREDGE PLAN PROJECT I BARNSTABLE HARBOR MIOENTRAtiCe RESTORE eXISYINO NAVICATION CHANNEL CHANNSL MAINTSNANCS DRCDOVIO DATUM: MLW oi P.O oGliAPIIIC SCAlii AT:BARNSTABLE HARBOR mHw it HOY 0 1,• 'BARNSTABLE.MASSACHUSETTS AHTL",r1 .4' NM iiiiiiiiiiii • OLE ENGINEERING,INC. ar....4 Nun , =D3 16 CREEK ROAD.MARION ht&*MO tz, -; "3' I: DATE:00/13/2010 SlierT 3 014.0 _ _ 12_L i i ..1!_. v NIL EL.72.4' II .,L J..J _ 12 CHANNEL COORDINATES I 1 2721369.50 983467,40 10 s v MHW EL s.5' 10 2 2720871.20 983687.00 I - l I 8 1 8 3 2720703.20 983836.50 4 2720623.50 983940.40 6 6 5 2720584.80 983892.30 4 4 8 2720659.00 983795.40 1 2 EXISTING GRADE(VARIES 2 7 2720838.30 983635.90 1 ) MLW EL Off :Y' 8 2721346.80 983411.90 2 Dig O .�_> � t'. _ _..._._ .l 'EP H n L. (E._ -6 i_ A ., .":IV.----- _�. �T 3`:, , .�. :s1> S DE•LOPE -' iti OF _ . I.V-6-L WABL _ : ;::Z::0 M1, YP �i O ER>tREDG ' � .�' !' �.;: .r�..: ._..... .0 �'t f EL �. � , _.-'� =;�r> �.�__._ CGS G. � . s_ _ 4. PiE"kA K' -8 ---1 _...-.-. - 6(Y---- -�--W_ - -8 CIVIL c,. No.38206 1. t C� ii - r---•- -10 ��,T P -11 _� . -....1 �'W� I ( �--•�._._......,. a _11 I?NAL�Q �. '07 ��: -100 -80 •60 -40 -20 0 20 40 60 60 100 _.--�iti ' L if TYPICAL SECTION A-A \.\.5 rj MID-ENTRANCE CHANNEL HORIZONTAL SCALE:1"=50' VERTICAL SCALE:1"-5' TABLE OF SAMPLE COORDINATES AND ESTIMATED CORE DEPTHS SAMPLE NO. NORTHING EASTING LATITUDE LONGITUDE S-1 2721342.003 983464.4660 _ 41 42.5494 -7018.0783 I 5-2 2721246.5920 983460.8000 4142.5337 -7018.0794 1 S-3 2721173.7330 983549.2110 4142.5215 -7018.0602 S-4 2721068.7600 983599.8420 41 42.5041 -7018.0494 I S-5 2720918.3510 983658.8490 41 42.4792 -7018.0369 i S-6 2720828.617 983713.363 41 42.4643 -7018.0252 § S-7 2720744.126 983795.112 41 42.4502 -7018.0075 s 8-8 2720755.755 983844.560 41 42.4520 -7017,9966 o PURPOSE:PROPOSED MAINTENANCE DREDGING TO TYPICAL SECTION PROJECT:BARNSTABLE HARBOR MID-ENTRANCE I RESTORE EXISTING NAVIGATION CHANNEL. CHANNEL MAINTENANCE DREDGING. &TABLES DATUM: MOW.0.0 a MHW +6.5' GRAPHIC SCALE AT:BARNSTABLE HARBOR AHTL=+124' 0 25 50 BARNSTABLE,MASSACHUSETTS 1 CLE ENGINEERING,INC. 15 CREEK ROAD.MA.RION MA,02738 SCALE'1 INCH c 50 FEET DATE:06/13/2016 SHEET 4 OF 5 1 1 GENERAL NOTES: 1. ALL DREDGE SEDIMENTS TO BE MECHANICALLY DREDGED AND DISPOSED OFFSHORE AT THE CAPE COD BAY DISPOSAL SITE(CCBDS). 2. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 11/12/14. 3. SOUNDINGS ARE IN FEET AND TENTHS,AND REFER TO DEPTHS BELOW MLW. 4. TIDAL CORRECTIONS BASED ON BENCHMARK PROVIDED AND TIDES READ AT TIME OF SURVEY. 5. BENCHMARK IS CHISELED SQUARE AT TOP OF BOAT RAMP&AS PROVIDED BY THE TOWN EL.=17.83' MLW 6. VERTICAL DATUM SHIFT OF 4.75'BETWEEN MLW AND NGVD29 PROVIDED BY TOWN OF BARNSTABLE, AND NOT CONFIRMED BY AND ACTUAL SURVEY DONE ON THE GROUND. 7. COORDINATES ARE BASED ON NAD83 MASSACHUSETTS MAINLAND STATE PLANE GRID SYSTEM. 8. BARNSTABLE HARBOR ENTRANCE CHANNEL LIMITS,AS SHOWN,ARE BASED UPON COORDINATES PROVIDED ON USACE PERMIT PLAN TITLED"DREDGING PLAN". BY VINE ASSOCIATES, INC. LAST REVISED 4/2/07. 9. BLISH POINT BOAT RAMP ACCESS CHANNEL LIMITS,AS SHOWN,ARE BASED UPON PLAN TITLED "BARNSTABLE INNER HARBOR DREDGING PROJECT, POST DREDGE PLAN", BY CLE ENGINEERING, INC. DATED 4/2/13 10. SEDIMENT SAMPLING PERFORMED BY TG&B MARINE SERVICES, INC. ON 3/3/16 AND OVERSEEN BY CLE ENGINEERING, INC. (CLE). 11. PIER,CHANNEL,AND OTHER STRUCTURES SCALED FROM PLANS. PROPERTY LINES,AS SHOWN,ARE APPROXIMATE AND ARE FROM MASS GIS 10/30/13. 12. SOUNDINGS ARE BASED ON THE 5'MINIMUM VALUE DATA SET, SELECTING THE SHOALEST VALUE FOR MAPPING. 1 13. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF HYDROGRAPHIC SURVEYS PERFORMED ON THE DATES SHOWN,AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED CONDITIONS AT THAT TIME.INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS,OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELATING TO THE PROJECT SITE, NOR DOES CLE WARRANT THE EXISTENCE OR LOCATION OF SAID PHYSICAL FEATURES. 14. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT,ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENGINEERING, INC. OF CLE. ©COPYRIGHT 2016, CLE ENGINEERING, INC. DATUM.CHART SURVEY NOTES: 1. PROJECT NAME: BARNSTABLE MARASPIN CREEK CHANNEL SURVEY HTL 12.4' 2. PROJECT NUMBER: 12010-16A 3. PLOT SCALE: 1"=60' MHW 9.5' 14. SURVEY DATE: NOVEMBER 12, 2014 1 5. SURVEYOR: MEC, MEC 1 6.VESSEL: LOWE 7.TRANS./PATH.: 200 KHz CVM NAVD 88 5.62' 8.WEATHER COND: FOGGY, OVERCAST, 50 DEGREES, NGVD 29 4.75' WIND LIGHT VAR., SEAS CALM 19. PROJECT DATUM: MLW j 10. COOR. SYSTEM: NAD83 MA-MAINLAND MLW 0.0' 11. DATA REDUCTION: HYPACK SORT 5'SHOALEST VALUE 12. BENCHMARK: CHISELED SQUARE ON TOP OF CURB AT BOAT RAMP. EL=17.83 MLW (N.T.S) PURPOSE:PROPOSED MAINTENANCE DREDGING TO GENERAL NOTES PROJECT:BARNSTABLE HARBOR MID-ENTRANCE s RESTORE EXISTING NAVIGATION CHANNEL. CHANNEL MAINTENANCE DREDGING. 1 DATUM: MLW=0.0 AT:BARNSTABLE HARBOR 8 MHW=+9.5' AHTL=+12.4' BARNSTABLE,MASSACHUSETTS iCLE ENGINEERING,INC. i 15 CREEK ROAD,MARION MA,02738 DATE:06/13/2016 SHEET 5 OF 5 I /40K7.15A Ad\ } 5;'}\xs�ny'• DEPARTMENT OF THE ARMY x'• US ARMY CORPS OF ENGINEERS y "''Ij�€I t� NEW ENGLAND DISTRICT 696 VIRGINIA ROAD .44t..%042sVeV7 CONCORD MA 01742-2751 \SrRSf,S O• September 28, 2017 Regulatory Division File No.NAE-2004-4187 Paul Graves, P.E., Town Engineer Town of Barnstable, Department of Public Works 382 Falmouth Road Hyannis, Massachusetts 02601 Dear Mr. Graves: This is in response to your request dated September 5, 2017 to modify your Department of the Army permit number NAE-2004-4187, issued to the Town of Barnstable on July 8, 2008. The modification is to allow for the maintenance dredging of the outer entrance channel using mechanical methods with disposal of the material at the Cape Cod Bay Disposal Site (CCBDS) instead of using hydraulic dredging with disposal as beach nourishment at Sandy Neck and Millway Beaches as currently permitted. The new work is shown on the attached plans entitled, "Project: Barnstable Harbor Outer Entrance Channel Maintenance Dredging," on five sheets, and dated, September 5, 2017. The permit is hereby modified to authorize the following activities: The modification is to allow for the maintenance dredging of the Outer Entrance Channel using mechanical methods (barge mounted excavator or crane)with offshore disposal of approximately 3,209 cubic yards (CY) of sediments at the CCBDS. This work must be performed in compliance with the following special conditions: 1. The permittee shall ensure that a copy of this permit is at the work site (and the project office) authorized by this permit whenever work is being performed, and that all personnel with operational control of the site ensure that all appropriate personnel performing work are fully aware of its terms and conditions. The entire permit shall be made a part of any and all contracts and sub-contracts for work that affects areas of Corps jurisdiction at the site of the work authorized by this permit. This shall be achieved by including the entire permit in the specifications for work. The term"entire permit"means this permit(including its drawings, plans, appendices and other attachments) and also includes permit modifications. If the permit is issued after the construction specifications, but before receipt of bids or quotes,the entire permit shall be included as an addendum to the specifications. If the permit is issued after receipt of bids or quotes,the entire permit shall be included in the contract or sub-contract. Although the permittee may assign various aspects of the work to different 2 contractors or sub-contractors, all contractors and sub-contractors shall be obligated by contract to comply with all environmental protection provisions contained within the entire permit, and no contract or sub-contract shall require or allow unauthorized work in areas of Corps jurisdiction. 2. The permittee shall complete and return the enclosed Compliance Certification Form within one month following the completion of each disposal activity. 3. There shall be no dredging from February 1st to June 30th of any year in order to minimize adverse impacts to winter flounder spawning and juvenile development. 4. In order to minimize potential impacts to sea turtles, if dredging is to occur between the dates of June 1st to November 30th of any year: a. Turtle Deflector Devices shall be used by all dredging vessels. If a turtle were to become entrained by a dredging vessel,proper resuscitation techniques shall be used and rehabilitation personnel shall be contacted at the New England Aquarium 24-hour Marine Animal Rescue Hotline at(617) 973-5247 or the Massachusetts Audubon Society, Wellfleet Bay Wildlife Sanctuary, at(508) 349-2615. b. An endangered species observer, approved by the National Marine Fisheries Service, shall be present on board the dredge vessel at all times to ensure that there is a look out for turtles and to inspect the dredge baskets while dredge is operating. c. The "soft start or ramp up"method of noise reduction shall be used by all dredging vessels operating in the project area. This will allow time for any sea turtles within range of the vessel to move away. 5. For the initiation of disposal activity and any time disposal operations resume after having ceased for one month or more, the permittee or the permittee's representative must notify the Corps at least ten working days before the date that disposal operations are expected to begin or resume. To facilitate this process, you must submit the enclosed Disposal Request Form (see below for contact and submittal information). Disposal operations must not begin or resume until the Corps issues an Open-Water Disposal Approval Letter for the initiation or continuation of open-water disposal. The letter will include disposal point coordinates to use for this specific project at that time. These coordinates may differ from those specified for other projects using the same disposal site or even from those specified earlier for this project. It is not necessary to wait ten days before starting disposal operations. They may start as soon as the Open-Water Disposal Approval Letter is issued. 6. Except when directed otherwise by the Corps for site management purposes, all disposal of dredged material shall adhere to the following: a. The permittee shall release the dredged material at a specified set of coordinates within the disposal site provided in the Open-Water Disposal Approval Letter with the scow traveling at speeds not exceeding two knots. b. Disposal shall occur with the scow within 300 feet of the disposal coordinates provided in 3 the Open-Water Disposal Approval Letter. c. Disposal is not permitted if these requirements cannot be met due to weather or sea conditions. In that regard, special attention needs to be given to predicted conditions prior to departing for the disposal site. 7. National Dredging Quality Management Program Requirements: a. Every discharge of dredged material at any site (e.g., open water disposal area confined aquatic disposal cell beach nourishment, nearshore disposal)requires monitoring by the contractor. This disposal monitoring of dredging projects must be performed using the Dredging Quality Management(DQM) system software and hardware system developed by the Corps. The only exception in the requirement of DQM monitoring is for dredging with a cutterhead dredging apparatus. The DQM system must have been certified by the Corps within a year of the disposal activity. See the National DQM Support Center site http://dgm.usace.army.mil for additional DQM information. Questions regarding certification should be addressed to the Corps New England District DQM Point of Contact at(978) 318-8338. b. The permittee is responsible for ensuring that the system is operational throughout the project and that project data are submitted to the National DQM Support Center in accordance with the specifications provided at the aforementioned website. If any component of the system is inoperable, disposal may not take place unless otherwise authorized by the Corps New England District DQM Point of Contact(call (978) 318- 8338)). If any of the DQM certified telemetry ceases operation during a disposal trip, an alternative recording of the absent data stream must be maintained. The breakdown of any DQM-certified telemetry must be reported to the DQM Point of Contact and repaired within 48 hours to keep the scow fully compliant with permit conditions. Unless weather, safety or sea state conditions prevent it,the hull doors must be fully closed on split hull scows before the vessel leaves the disposal site. c. The DQM system used by the permittee must be capable of providing the information necessary for the Scow Monitoring Profile Specification. The permittee is also responsible to provide the Corps (see below for submittal information)with a record of estimated barge volume of dredged material for each trip. The permittee must submit a weekly report to Corps that provides estimated volume (cubic yards), date and disposal time for each trip. The permittee shall make the data collected by the DQM system available to the Corps upon request. 8. If any material is released beyond the limits specified in this permit,the Captain of the disposal vessel,the permittee's representative or the permittee must notify the Corps immediately at(978) 318-8338. Leave a voice message with the relevant information if no one answers. Information provided shall include disposal coordinates, permit number, volume disposed, date and time of disposal, circumstances of incident, disposal vessel name, name of caller, and phone number of caller. In addition, a detailed written report must be provided to the Corps within 48 hours following any such incident. 4 9. Unless otherwise stated, all submittals and coordination related to these special conditions shall be submitted via: a) MAIL: PATS Branch-Regulatory Division, Corps of Engineers, New England District, 696 Virginia Road, Concord, MA 01742-2751,b)EMAIL: cenae- r@usace.army.mil; or c) FAX: (978) 318-8303. Direct general dredge related questions to (978) 318-8338. Documents which are not addressed in this manner may not reach their intended destination and do not comply with the requirements of this permit. 10. Disposal of dredged material at the CCBDS shall not occur between January 1 and May 15, of any year, in order to protect right whales. 11. From May 16 to December 31 of any year, disposal vessels including tugs, barges, and scows transiting between the dredge site and the CCBDS shall operate at speeds not to exceed 10 knots. Disposal is not permitted if these requirements cannot be met due to weather or sea conditions. In that regard,the permittee and contractor shall be aware of predicted conditions before departing for the disposal site. For unanticipated conditions, a vessel may operate at a speed necessary to maintain safe maneuvering speed instead of the required 10 knots. This alternative speed is justified only when the vessel is in an area where oceanographic, hydrographic and/or meteorological conditions severely restrict the maneuverability of the vessel and the need to operate at such speed is confirmed by the vessel captain. If a deviation from the 10-knot speed limit is necessary,the reasons for the deviation,the speed at which the vessel is operated,the latitude and longitude of the area, and the time and duration of such deviation shall be entered into the logbook of the vessel. The master of the vessel shall attest to the accuracy of the logbook entry by signing and dating it. The intent of this condition is to reduce the potential for vessel collisions with endangered turtles and whales. 12. A marine mammal/turtle observer with written approval from the National Marine Fisheries Service (NMFS) (http://www.greateratlantic.fisheries.noaa.gov/prot_res/ObserverProgram/), and contracted and paid for by the permittee, must be present aboard disposal vessels for all transportation and disposal activities. Or, in lieu of a NMFS-approved observer, the disposal vessel operator can assign a crewmember to be the designated lookout for that trip. The name of the observer or designated lookout must be recorded in the logbook and is required to be on lookout for marine mammals and sea turtles for the duration of the trip. 13. The permittee (or designee, captain, observer or designated lookout) shall: a. Contact NMFS at(978) 282-8469 and check www.listenforwhales.org or www.nefsc.noaa.gov/psb/survevs before the initial disposal operation to determine the potential presence of whales in the area; and b. Report whale and sea turtle sightings as soon as possible (within 24-hours)to the NMFS Marine Animal Response Hotline at(866) 755-NOAA; and c. Report any interactions with listed species as soon as possible (within 24-hours)to the NMFS Marine Animal Response Hotline at(866) 755-NOAA or USCG via CH-16 and immediately report any injured or dead marine mammals or sea turtles to NMFS at(866) 755-NOAA. • 5 • • 14. The vessel captain shall: a. Lookout for turtles and whales at all times; and b. Employ its searchlight in darkness or otherwise limited visibility for the benefit of the observer when disposal vessels have left the harbor and are traveling to,.at, or returning from the disposal site; and c. Avoid harassment of or direct impact to turtles and whales except when precluded by safety considerations; and d. Ensure that the disposal vessel adheres to the attached NMI=S regulations for approaching right whales, 50 CFR 222.32,which restrict approaches within 1,500 feet(500 yards)of a right whale and specify avoidance measures for vessels that encounter right whales;and e. Ensure that dredged material is not released if whales are within 1.,500 feet or turtles are within 600 feet of the specified disposal point. The captain must check in with observer or designated lookout prior to releasing the dredged material. If whales or turtles are within these distances and appear to be moving away from the specified disposal point, within these distances and appear to be remaining stationary,or outside these distances but appear to be moving towards the specified disposal point,the vessel captain shall wait until they have cleared the specified disposal point by these distances and are not moving towards it,and then proceed with disposal at the specified disposal point. • All other terms and conditions of the original permit remain in full force and effect. The time limit for completing the work authorized ends on December 31,20l 8. We continually strive to improve our customer service. In order for us to better serve you, please complete our Customer Service Survey located at http:/•/corpsmapu.usace.arm .mil/cm apexIf?p=regulatory survey. • If you have any questions,please contact Kevin Kotelly of my staff at(978)318-8703. Sincerely, • 44j1L'41"4:4"(2€1.971"LA Barbara Newman • Chief,Permits and Enforcement Branch Regulatory Division Enclosures 6 Copy Furnished Ed Reiner, U.S. EPA, Region 1, Boston, Massachusetts, reiner.ed@epa.gov Christopher Boelke,National Marine Fisheries Service, One Blackburn Drive, Gloucester, Massachusetts 01930, Christopher.Boelke@Noaa.gov Dave Hill, MA DEP SERO, 20 Riverside Drive, Lakeville, Massachusetts 02347, david.hill@state.ma.us Jim Mahala, Acting Chief, DEP SERO, Wetlands and Waterways, Lakeville, Massachusetts 02347;jim.mahala@state.ma.us Robert Boeri, Coastal Zone Management, Boston, Massachusetts, Robert.Boeri@state.ma.us Ken Chin, MA DEP WW, One Winter Street, Boston, Massachusetts 02108, ken.chin@state.ma.us Christine Player, CLE Engineering, Inc., 15 Creek Road, Marion,Massachusetts 02738, cplayer@cleengineering.com Roger.parsons@town.barnstable.ma.us • #„ ... 4 xy .w 1. '.'-& " /''. 1 Al , ll 4 r. '1""* .. .. 'I'.i► ♦4*. .,� •E p� '!t. 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' ' "•' ' —•" "'"""" •'' ••• • .. .. .• .......••..:....,........ .,—..._, ••.,'PROPOSED MAINTENANCE DREDGE AREA ';':":..:.'::.....:....,:..,::::;-,......:.:.,,:..„,..,...:,`.....:'::-......:::'''.....- HARBOR ..:::::':a':,..:.:.•:::::';:,..'::::,..:.::::.!..::',..:. ...-.;,....:!:34...:; . :....,:.:APPROXIMATE.'TOP OF SLOPE(3H:1V) '....I.:''...;::::J:!;':':'::::.::: :''';';'.;:.:-•'.:';'':'••••:.../j:"..*•-•,:.,::::,::••••••::••II.:::::',:.::'.I.II:f...I•I'.7I'..I.I,:.::-II..?...'•::•:-.'f.I:s.:.:;- •::::.;.:':;:.':..?....:%:•::i:.'::::'.';';'...: 7.777 7".,„....--•si:',..:.APPROXIMATE PROPERTY LINE '....•'...I:.!:i:.. ...i..........:..... .:.:i.--•.,!:,..:..:...:-: .:•,.: •:.:.:.:.f..,....f..r.:.:„....„.„,..:,::,,:!..:.,,.,..,,...:,.. ,::.„.„.,...„,,:..i:.... .• . •. ... ... ......, .... .. ....... .:............. .................:,............... ........ ....• PURPOSE PROPOSED MAINTENANCE DREDGING TO SITE PLAN PROJ_CT.BARNSIAB E HARBOR MID-ENTRANCE RESTORE EXISTING NAVIGATION CHANNEL. CHANNEL MAINTENANCE DREDGING. 1 DA TM-. MLW 0.0 ' GRAPHIC SCALE AT:BARNSTABLE HARBOR 0 125 250 BARNSTABLE,MASSACHUSETTS ial ANIL...412.4' i 111111:,::::MIIIMIIIIN .,:.,:,..1111111.:.,•::...:;.:.:.:::':.-::.CLE ENGINEERING,INC. 15 CREEK ROAD,MARION MA,02738 SCALE 1 INCH..,.250 FEET DATE 06/1312018 SHEET 2 OF 5 _ ' f i 1 LIMir of PI OPbsED¢r, _ - , 3 r‘ DREDGING 5I'A 8+20 � � �g����� 'gip,( §y' :� A •�., T'IF fi:&i� n �/i1. � 1. � _ � ( ;c Ow I ° , ` :-- > ` ,• } , ,',`fit v' k m EX _ICES �'rte � ', At. ` i, , dry, �,_�.y g .-, •• ��-,, , _ � . ✓' a 41 •, � � , • ' ,It.-,�4 � ,, t tGHANNgL CO.ORD(TYP). - -4 - e ,a' +0 . " f : ; 1 _ _:j"A,,tt4r1-'• r 4 Liktil ot"'EXSTINf6 {v\c4� . . ' , £ , � V1 CHANNEL /,E�Xy BUSH POINT BOA`i '� g�, RAMP ACCESS CHANNEL ' r '` zi �,�,i IA* .i�, • NO w Rx PRC�I'U I D> , 1 % \ . FAt � µ ° BASELINE( YP 5 DREDGE SAMPLE(TtifP.) a�� _v - SEE'SHEET 4 OF. FOR CO ORDS, , ., - �.; • OP.TOP OF • . - ;�\ .: ter"•• 'It'''Fh DREDGg SLOPE BUSH POINT 1 {24, \��.�;' -1 ' (3H'1y),� ' l 3 ,, s ,.,.;'t;'; ,ilaticv v s tills __ 'STA.8420 TO 174'75` \\ „• "Nllt I NTFt�iP10E CHANNEL II' \ i t ip Tp p�,r�j/y pp ... .r x � 'f" 4 .Y�, '�1f TOTAL DREDQE VOLUME_"® 3 492 CY - p+ ' TOTAL AL DREDGE AR La O1592 SF — } !,\ t q -INC UDE$1-'ALLQWA0i4 OVEROREDGE� .�°- !' ; 1 V-T,N z7zlssg:�z14. ANC , v:s� PI , �� • ' . . .•, E,_ 3385,2923 _w ' ` ` , Ste'- f _ APPROX.PROPERTY. •`': '. ' ��'' -LINES 1TYR.) ' `• 'fie r~ - - YDRg INp,sTA,1 I. �§, __ s °# ,".- e. $ys� Aq pF pPp STABLE: N 2 F 214 11.6899,...�.._ *iv 3 a i ..• t ' .15ARNSTABLE: �' E 983.481.0322' lIcANN 7.. ?OP:— t PUI PQU6;.PROP061; itAINTMNAk'Cie t BCdCINo To DREDGE PLAN PROJECT!BARNOTABLE HARBOR MIOENTRAKE ti tt 1Otii:ektruitie I AVIOATON CHANNEL, . - CIIANN04.M iINTCNANCe AR?CDalti9. DATUM! MLV1''6.0 RAAI'!IC SCAT AT;nAttN'I Al9Le HARBOR h4NW a+BN b •0 i BARN8TA$LR.MA$BACHUBf TTS ANTI',i� IV CLC CN4 INCCRINC,INC,, MIR NIBS INIIIIIIIIMI 16 CREEK ROAC.MARIOR MA,02734 + e j, -`'t .,i +:i<U mT DATE•49113/20?0 d31ietr 3 Ct 0 _L . ...1.1. v HTL EL.12.4' I 1 .L 1 3_ CHANNEL COORDINATES 12 I 12 1 2721369.50 983467.40 10 y MHW EL.9.5' 1 I 10 2 2720871.20 983687.00 8 • I _ 8 3 2720703.20 983836,50 I I 4 2720623.50 983940.40 6 6 5 2720584.80 983892.30 4 I 4 6 2720659.00 983795.40 2 EXISTING GRADE(VARIES 2 7 2720838.30 983635.9Q 8 2721346.60 983411.90 __...Ij I._ _.w. MLw I-°:°_......__.__._._. .0 ! .�_: r, '1 iCTR. LiLL-r \ _____ t.: 0 _, ,„.04,44„, ....4*.,3:.. S DE L JE EL.a. 'y :,.: _. CGS G. y� PEAA in jth CIVIL, i1 ( f i I I �� 11 �1,T ENO ,o o ; c =-100 -80 -60 -40 -20 0 20 40 60 80 :00 i}''° �G TYPICAL SECTION A-A I' 0�' MID-ENTRANCE CHANNEL. �, HORIZONTAL SCALE i' 5O' VERTICAL SCALE:1"=5' TABLE OF SAMPLE COORDINATES AND ESTIMATED CORE DEPTHS SAMPLE NO. NORTHING EASTING LATITUDE LONGITUDE S-1 2721342.003 983464.4660 4142,5494 -7018.0783 I 5-2 2721246.6920 983460,8000 4142.5337 -7018.0794 - 1 S-3 2721173.7330 983549.2110 4142.5215 -7018.0602 g S-4 2721068.7600 983599.8420 41 42.5041 -7018.0494 S-5 2720918.3510 983658.8490 41 42.4792 -7018.0369 z 5-6 2720828.617 983713.363 41 42.4643 -7018.0252 S-7 2720744.126 983795.112 41 42.4502 -7018.0075 0 S-8 2720755.755 983844.560 41 42.4520 -7017.9966 a - i PURPOSE:PROPOSED MAINTENANCE DREDGING TO TYPICAL SECTION PROJECT:BARNSTABLE HARBOR MID ENTRANCE I RESTORE EXISTING NAVIGATION CHANNEL. CHANNEL MAINTENANCE DREDGING. ;I & TABLES $ DATUM: MLW a 0.0 GRAPHIC SCALE AT:BARNS-TABLE HARBOR NT_ c+12.4' 0 25 50 BARNSTABLE.M:ASA SACHUSETTS . 1 CLE ENGINEERING,INC. 115 CREEK ROAD,MARION MA,02738 SCALE:1 INCH=SO FEET DATE:06/13/2016 SHEET 4 OF 5 . GENERAL NOTES: 1. ALL DREDGE SEDIMENTS TO BE MECHANICALLY DREDGED AND DISPOSED OFFSHORE AT THE CAPE COD BAY DISPOSAL SITE(CCBDS). 2. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 11/12/14. 3. SOUNDINGS ARE IN FEET AND TENTHS,AND REFER TO DEPTHS BELOW MLW. 4. TIDAL CORRECTIONS BASED ON BENCHMARK PROVIDED AND TIDES READ AT TIME OF SURVEY. 5. BENCHMARK IS CHISELED SQUARE AT TOP OF BOAT RAMP&AS PROVIDED BY THE TOWN EL.=17.83' MLW 6. VERTICAL DATUM SHIFT OF 4.75'BETWEEN MLW AND NGVD29 PROVIDED BY TOWN OF BARNSTABLE, AND NOT CONFIRMED BY AND ACTUAL SURVEY DONE ON THE GROUND. 7. COORDINATES ARE BASED ON NAD83 MASSACHUSETTS MAINLAND STATE PLANE GRID SYSTEM. 8. BARNSTABLE HARBOR ENTRANCE CHANNEL LIMITS,AS SHOWN,ARE BASED UPON COORDINATES PROVIDED ON USACE PERMIT PLAN TITLED"DREDGING PLAN". BY VINE ASSOCIATES, INC. LAST REVISED 4/2/07. 9. BLISH POINT BOAT RAMP ACCESS CHANNEL LIMITS,AS SHOWN,ARE BASED UPON PLAN TITLED "BARNSTABLE INNER HARBOR DREDGING PROJECT, POST DREDGE PLAN", BY CLE ENGINEERING, INC. DATED 4/2/13 10. SEDIMENT SAMPLING PERFORMED BY TG&B MARINE SERVICES, INC. ON 3/3/16 AND OVERSEEN BY CLE ENGINEERING, INC. (CLE). 11. PIER, CHANNEL,AND OTHER STRUCTURES SCALED FROM PLANS. PROPERTY LINES,AS SHOWN,ARE APPROXIMATE AND ARE FROM MASS GIS 10/30/13. 12. SOUNDINGS ARE BASED ON THE 5'MINIMUM VALUE DATA SET, SELECTING THE SHOALEST VALUE FOR MAPPING. 13. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF HYDROGRAPHIC SURVEYS PERFORMED ON THE DATES SHOWN,AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED CONDITIONS AT THAT TIME.INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS,OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELATING TO THE PROJECT SITE, NOR DOES CLE WARRANT THE EXISTENCE OR LOCATION OF SAID PHYSICAL FEATURES. 14. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT,ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENGINEERING, INC. OF CLE. DATUM C ©COPYRIGHT 2016, CLE ENGINEERING, INC. ... SURVEY NOTES: 1. PROJECT NAME: BARNSTABLE MARASPIN CREEK CHANNEL SURVEY HTL 12 4' 2. PROJECT NUMBER: 12010- 16A 3. PLOT SCALE: 1"=60' MHW 9.5' fi 4. SURVEY DATE: NOVEMBER 12,2014 1 5.SURVEYOR: MEC, MEC 16.VESSEL: LOWE 2 7.TRANS./FATH.: 200 KHz CVM NAVD 88 5.62' 8.WEATHER COND: FOGGY, OVERCAST,50 DEGREES, NGVD 29 4.75' WIND LIGHT VAR., SEAS CALM 9. PROJECT DATUM: MLW j 10.COOR. SYSTEM: NAD83 MA-MAINLAND MLW 0.0' 11. DATA REDUCTION: HYPACK:SORT 5'SHOALEST VALUE 12. BENCHMARK: CHISELED SQUARE ON TOP OF CURB - AT BOAT RAMP. EL=17.83 MLW (N.T.S) PURPOSE:PROPOSED MAINTENANCE DREDGING TO GENERAL NOTES PROJECT:BARNSTABLE HARBOR MID-ENTRANCE RESTORE EXISTING NAVIGATION CHANNEL. CHANNEL MAINTENANCE DREDGING. DATUM: MLW=0.0 . AT:BARNSTABLE HARBOR 8 MHW=+9.5' I AHTL=+12.4' BARNSTABLE,MASSACHUSETTS e CLE ENGINEERING,INC. 115 CREEK ROAD,MARION MA,02738 DATE:06/13/2016 SHEET 5 OF 5 US Army Corps of Engineers+g DISPOSAL REQUEST FORM New England District Complete and send this form to: 978-318-8303 (fax), cenae-r(,usace.army.mil, or: Policy and Technical Support Branch Regulatory Division U.S. Army Corps of Engineers,New England District 696 Virginia Road Concord, MA 01742-2751 Submittal Date Corps File Number Permittee's Information Name Street City/State/Zip Contact Person Phone Number Email Contractor's Information Name Street City/State/Zip Contact Person Phone Number Email Captain's Information (Provide as soon as possible) Name Phone Number Email I have read and understand the dredging special conditions in this permit: PERMITTEE'S NAME PERMITTEE'S SIGNATURE DATE CONTRACTOR'S NAME CONTRACTOR'S SIGNATURE DATE CAPTAIN'S NAME CAPTAIN'S SIGNATURE DATE 1 11 July 17 Dredge Information Dredge site location Disposal area name Start and end dates List any Corps provided time of year restrictions Is this continuing work? Previous volume dredged cu. yds. Estimated volume remaining cu. yds. Permitted total volume cu. yds. Project dredge depth Vessel Information Disposal vessel name Date vessel certified in DQM 2 11 July 17 THE COMMONWEALTH OF..MASSACHUSETTS EXECUTIVE OFFICE.OF ENERGY AND ENVIRONMENTAL AFFAIRS (mmi 1000000. : OFFICE OF COASTAL ZONE MANAGEMENT 251 Causeway Street, Suite 800, Boston, MA 02114-2136 ...44t. (617)626-1200 FAX: (617)626-1240 June 26,2008 Martha Craig Rheinhardt Senior Wetland Scientist Vine Associates,Inc. 18 Beach Street,P.O. Box 555 Monument Beach,MA 02553 RE: Federal Consistency Review of Maraspin Creek Entrance Channel Dredging; Barnstable. Dear Martha: The Massachusetts Office of Coastal Zone Management(CZM) has completed its review of the proposed dredging of the entrance channel to Maraspin Creek in Barnstable. We concur with your certification and find that the activity as proposed is consistent with the CZM enforceable program policies. If the above-referenced project is modified in any manner, including any changes resulting from permit, license or certification revisions, including those ensuing from an appeal, or the project is noted to be having effects on coastal resources or uses that are different than originally proposed, it is incumbent upon the proponent to notify CZM and submit an explanation of the nature of the change pursuant to 15 CFR 930. CZM will use this information to determine if further federal consistency review is required. Thank you for your cooperation with CZM. Sincerely, (7,Y)6/774)V-4- Leslie-Ann McGee Director LAM/sm/rlb cc: Karen Kirk Adams,Chief, Regulatory Branch,NED,US Army Corps of Engineers Ben Lynch,Acting Section Chief, Waterways Regulation,Massachusetts DEP Elizabeth Kouloheras,Section Chief, Southeast Regional Office,Massachusetts DEP Steve McKenna, CZM Cape Cod Regional Coordinator DEVAL L.PATRICK GOVERNOR TIMOTHY P.MURRAY LIEUTENANT GOVERNOR IAN A.BOWLES SECRETARY LESLIE-ANN S.MLGEE DIRECTOR wWW.Mass.govwczrn THE COMMONWEALTH olr._MASSAC.HU.SET.TS EXECUTIVEOFFICEOF.COASTAL OFFICE.OFZO ENERGY NE .ANUMANAGEMENT ENVIRONMENTAL AFFAIRS „ Limpo eat 251 Causeway Street,Suite 800, Boston, MA 02 1 14-2136 (617)626-1200 FAX: (617)626-1240 August 18,2016 Town of Barnstable Roger Parsons,P.E.,Town Engineer Town of Barnstable,DPW 382 Falmouth Road Hyannis,MA 02601 C/o Christine M. Player Senior Project Manager CLE Engineering 15 Creek Road Marion,MA 02738 RE: Federal Consistency Review of Maraspin Creek Entrance Channel Dredging; Barnstable. Dear Ms. Player: The Massachusetts Office of Coastal Zone Management (CZM) has completed its review of the proposed modification of the dredging project to 1) allow the mid-entrance channel to be dredged using mechanical rather than hydraulic methods and 2) allow for the unconfined offshore disposal of dredge sediments at Cape Cod Bay Disposal Site (CCBDS) rather than placement into the adjacent dredge sediment containment basin. Dredge sediments were recently analyzed and concurrence from the U.S. Army Corps of Engineers for disposal at CCBDS solely based on the chemical analyses performed has been received. This project was reviewed by CZM and the federal consistency concurrence was issued on June 26, 2008. As there are no impacts to coastal resources or uses that were not foreseen at the time of our initial review, and based upon our review of applicable information, we find that the project remains consistent with the CZM enforceable program policies. CZM has determined that no further review is required at this time. If the above-referenced project is modified in any manner, including any changes resulting from permit,license or certification revisions,including those ensuing from an appeal, or the project is noted to be having effects on coastal resources or uses that are different than originally proposed, it is incumbent upon the proponent to notify CZM, submit an explanation of the nature of the change pursuant to 15 CFR 930, and submit any modified state permits, licenses, or certifications. CZM will use this information to determine if further federal consistency review is required. Thank you for submitting the information to CZM. If you have any questions regarding our review process, feel free to call me at (617) 626-1050. Sincerely, ex r Robert L. Boeri Project Review Coordinator RLB/pb CZM#6134 CHARLES D.BAKER GOVERNOR KARYN E.POLITO LIEUTENANT GOVERNOR MATTHEW A.BEATON SECRETARY BRUCE K.CARLISLE DIRECTOR www.rnass.govrczIn THE COMMONWEALTH OF.._MASSAC.HU.SETTS EXECUTIVE OFFICE OF ENERGY AND ENVIRONMENTAL AFFAIRS Liii. 10000.00. OFFICE OF COASTAL ZONE MANAGEMENT 251 Causeway Street, Suite 800, Boston, MA 02 t 14-2136 (617) 626-1200 FAX: (617)626-1240 September 12,2017 Town of Barnstable Roger Parsons,P.E.,Town Engineer Town of Barnstable,DPW 382 Falmouth Road Hyannis,MA 02601 C/o Christine M. Player Senior Project Manager CLE Engineering 15 Creek Road Marion,MA 02738 RE: Federal Consistency Review of Barnstable Harbor Entrance Channel Entrance Channel Dredging;Barnstable. Dear Ms.Player: The Massachusetts Office of Coastal Zone Management (CZM) has completed its review of the proposed modification of the dredging project to 1) allow the outer entrance channel to be dredged using mechanical rather than hydraulic methods and 2) allow for the unconfined offshore disposal of dredge sediments at Cape Cod Bay Disposal Site (CCBDS) rather than placement onto adjacent beaches. Dredge sediments were recently analyzed and concurrence from the U.S. Army Corps of Engineers for disposal at CCBDS solely based on the chemical analyses performed has been received. This project was reviewed by CZM and the federal consistency concurrence was issued on June 26,2008, with a modification to the mid-channel dredging to allow for mechanical dredging reviewed and found to be consistent on August 18, 2016. As there are no impacts to coastal resources or that were not foreseen at the time of our initial review, and based upon our review of applicable information,we find that the project remains consistent with the CZM enforceable program policies. CZM has determined that no further review is required at this time. If the above-referenced project is modified in any manner,including any changes resulting from. permit, license or certification revisions,including those ensuing from an appeal, or the project is noted to be having effects on coastal resources or uses that are different than originally proposed, it is incumbent upon the proponent to notify CZM, submit an explanation of the nature of the change pursuant to 15 CFR 930, and submit any modified state permits,licenses, or certifications. CZM will use this information to determine if further federal consistency review is required. Thank you for submitting the information to CZM. If you have any questions regarding our review process, feel free to call me at (617) 626-1050. Sincerely, 1...--- ,/,...-t- /°....'gep....t.. Robert L.Boeri Project Review Coordinator RLB/pb CZM#6134 CHARLES D.BAKER GOVERNOR KARYN E.POLITO LIEUIENANT GOVERNOR MATTHEW A.BEATON SECRETARY BRUCE K.CARLISLE DIRECTOR www.mass.gowczm cc: Barbara Newman,Chief, Regulatory Branch,NED,US Army Corps of Engineers Kevin Kotelly,Project Manager, Regulatory Branch,NED,US Army Corps of Engineers Ben Lynch,Program Chief, Waterways Regulation,Massachusetts DEP Ken Chin,Environmental Engineer, Wetlands Program,Massachusetts DEP Jim Mahala,Section Chief, MassDEP SERO David Hill,Environmental Engineer, MassDEP SERO Steve McKenna, CZM Cape Cod and Islands Regional Coordinator • cc: Barbara Newman,Chief, Regulatory Branch,NED,US Army Corps of Engineers Kevin Kotelly,Project Manager, Regulatory Branch,NED,US Army Corps of Engineers Ben Lynch,Program Chief, Waterways Regulation,Massachusetts DEP Ken Chin,Environmental Engineer, Wetlands Program,Massachusetts DEP Jim Mahala,Section Chief, MassDEP SERO David Hill,Environmental Engineer, MassDEP SERO Steve McKenna, CZM Cape Cod and Islands Regional Coordinator BLISH POINT BOAT RAMP ACCESS CHANNEL r ��- Doc z 11, 198 .311 t_s8-U9-'2012 8 253 'E*•ic 71 F' a� ,�,� s- =�� • BARNSTABLE LAND COURT REGISTRY . OR-09.2012 a 09 7 t Bri Massachusetts Department of Environmental Protection 1 )\--- Bureau of Resource Protection -Wetlands MassDEP File Number. V WPA Form 5 — Order of ConditionssEs� so191 Massachusetts Wetlands Protection Act M.G.L_ c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code A. General Information Important: Barnstable When tilling1.From: — - -- -- Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ® Order of Conditions b. 0 Amended Order of Conditions use only the tab key to 3.To: Applicant: move your cursor-do not use the return a.First Name W b.Last Name key. TOWN OF BARNSTABLI=JD.P.W. MIM c.Organization 382 FALMOUTH STREET Y� _ d.Mailing Address HYANNIS ____ MA �. 02601 __ e.Cityflown f.State g.Zip Code - - 4. Property Owner(if different from applicant): a.First Name b.Last Name ifMA DEPT. OF FISH& GAME-OFICE OF FISHING &BOATING ACCESS Ile 7 c.Organization - - -- - --- - ---__— 1:v .;Wi. o* 1440 SOLDIERS FIELD ROAD • aA3TAat.�l� d.Mailing Address [CN 9% R639. ,0$ BRIGHTON------------------ MA------ ------------ - 02135 ^Peo r t" e.City/Town f.State g-Zip Code 5. Project Location: 1MILLWAY ROAD) BARNSTABLE HARBOR BARNSTABLE a.Street Address b.Villaget. 300& 301 022&064 a ``: c.Assessors Map Number d.Assessors Parcel Number -w ', S 41.70712N 70.29975W a % Latitude and Longitude, if known: e.Latitude f,Longitude a a. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): R . Barnstable _ 70259 1 7994-L 60&61 E a.County b.Certificate Number(it registered land)/Plan f Lot# 1360(MAP 300/PARCEL 022) 03 c! c.Book -.- d.Pageca -- ------ - 7. Dates: 6/28/2012 7/17/2012 8/6/2012 . 0 a.Date Notice of Intent Filed b,Date Public Hearing Closed c.Date of issuance - - a. Final Approved Plans and Other Documents(attach additional plan or document references as o i needed): Sp- PLAN(3 SHEETS) E e, a.Plan'Title E * Z CLEENGINEERING, INC. CARLOS G. PENA, P.E. d b.Prepared By c.Signed and Stamped by v 6/2712012--- __ __- --- ---- 1��=60' Q S d.Final Revision Date e.Scale sc f.Additional Plan or Document Title -^�- --� g.Date - - wpaform5.doc• rev.2127100 Bamatabie revised 4/11/200a Page 1 of t0 t. • _• Massachusetts Department of Environmental Protection Provided by MassOEP: Bureau of Resource Protection-WetlandsMassDEP File#:003-5019 /�� rc cDE'P'transaction#:494179 r •-, �'VPA Foriiiii._ m 5 -Order of Conditions Ctty/Townl3ARNSTAB.LE Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply. ; a. 0 Public Water Supply b. 1:.: Land Containing Shellfish c.!✓: Prevention of Pollution .1 d. 0r Private Water Supply e. E. Fisheries f. f] Protection of Wildlife Habitat i g. f. Ground yater Supply_ „._ h. r Storm Damage Prevention.M,.,-+ .._.-...i. F�FloodControl--_._____._ ....... .,,.i 2.°Commission_herebyTnds the project,:bs.proposed,:isf.:''':• :1';•:•. • .::; Approved subject to: a.E The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b.C'The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, wane on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.LI The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why It is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3,f I.. Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 310CMRI0.02(lxa). a.linear feet .inland I2 esiiurce'`'re A a.ittt atts.•`•;:•:.. r�A: v''o ais�:fnl� .(F. Q - Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4:•,l$arms ?:':ti.. _ . .., : ` a.lineal feet.:•::::. i b linear feet •;.::: c:iinear•feet' . dlitie ifeet%:•••'!:• 5.f" Bordering Vegetated Wetland a,square feet b.square feet c.square fax d.square feet • 6;::DI:and.underWaterbodies:and:Walerways::-:":'?' -: :`:.:; • a::.:•:.;!:r ::. ': . : • :'square feet :' ;:b square feet';;::' c;:square feet r d:,:gaare_feet .•(~ ' a . ''• Sw - E•�C/ dyed f.:ii' ai• a _ijF•-. . - g 7.17 Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet • Page 2 of 9°`ELECTRONIC COPY , . . ss Massachusetts Department of Environmental Protection ').,...s--- mBufpreAauFof Resource Protection Pytectfiocu-Wetlandsd.u. • / I ...' Massachusetts Wetlands We-dandrs ProtectioneroonActiNio.GnSI,c. 13 I, 40 IL \ Provided by MassDBP: IVIassDEP File ti:003-5019 03E?Transaction 11:494179 City/fawn:BARNSTABLE . Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8;r2‘1;3i)1001,4nd.SOAkiP14).4iiii:.!..:::1:::•.:'....:''.....:.* '..-:.:..::?i f:.1.-:...ir::::..,:i*.:..::•*-,1*.:: *: '••••:-;.*:'::'i:::-.••::::::.....*:::*'.••'.::.:*.::::....:•-•.2::..:..:........; :::: ::;:.*:*.;,C*'..1:;2::::*::::,*:*;..'•.*;.*:i. ...'.:-••:•:--::-......:..........P.:::::::::*: ',.....:":::i.:•;,..::-.:.':.•: :•::.'.':i:.1.,.....;:.::::`•;--'1;;',...:..a;z0r0:fsef.•.::'.:':';11,s4U*. f00....::..;...'.,.:-...:...:::••••••••••••:•.':;:".i:.,:.,v,,,..:',•••:. ,s,:•:-:.'':: ;i..?1:.‘1 :-...‘•.?::.::::•]:.;..7' 616WNei06(id.8...i0r46. l.;Y.:...'.: '.....!...*:.:: t!:::.1 :::.',::1'1..:.1;, •:;.:.:•'. ....". ''':....':':::.:.....v.:.;''...;'.:::...:::..,.......:.;' *.'::::'::.:..;:.:. :...•:.:•.:,'.;:s.ti::.....f,;•'. .........:.......!:.:. !"';'•,,,-.".• .•• .s.'n.•..*. .'.. •: '.'.*:...,...' ':'.--::. •r-.. . . .c.,cubic feet.:.! •• :. 4.cubic.feet :.:,.... ....e..•,cubte feet •:.;. •:ficubic.feet.ri-::-....:,•: 9.0 Riverftont Area a.total sq.feet b.total sq.feet Sq ft within 100 ft ____ c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 fl g.square feet h.square feet i_square feet j.square feet 1..6eitial....Re..siiirciAria)liiiillefais.:1•". ,'.-•.:''::::.•:..i• ''..'...1j.'•:.:::::::::::::..1.f.;.:::_;:f0::';:;',:-....::•;::,:;.:::.f''.:.:::: :,. ..,y:',:::.::..1:•••;: .;:•..........1 '.::::.::..'':::.:, ..:::-....:•"..:::-::.:::.':::';'-ir: Proposed Permitted Proposed Permitted Resource Area Alteration Alteration Replacement Replacement .14):: :*4i4.0iioti41c4,:i: .''::..::•.':::*::?:':,.-'::1":'::?,.:.-:..s...:-::: .:'-:i::::,--•::::::Iii4kii( 6..i044i00•0644:itC. *4i:tiefq:iy::.*•:::::!, ...,-....-.,;.'..::',I,!...-:: : 11.P3 Land Under the Ocean 103534 103534 a.square feet b.square feet 9623 9623 c.et>,dredged d.c/y dredged - •• • ••_•.. .• • • • - - •• • • . • •,• ••••••......— . •.... ..., • . , • ... - ••• ..-..••:•,. :1i;:013.iii:e..r..k40";6:31•.::•;:i'.*::•:r.!''',;;•;•.::.:•.:.::.••••:.••.';'.- -:•••:••'•::::1:.••.`•i...lit4i4*§*4cier:;g§istarP #01j0*d/451.; °*sif11:P-1190-1'''01 .: 13.Ed Coastal Beaches 1763 1763 0 a.square feet b.square feet c_c/y nourishment d.c/y nourishment 1 .. 4i0..'cts?Oal'ipuT*1 .•.::".':• :':,,.......z:s;;. - :•-•:•;;'!•;(..:Si•:.?i'.',..•.::: • ••*.;!•:,::'.e),:,•;:: ::.•'.:.:f::::.,..1::.:: ::: ::••..!.:••,,,•:,...:: :!:.?. ..;-•:-.'<ji:::1.:•*: ::•:'?:::!*•••1.1,?.; a square feet b sqiare feet c e/y nounahjnent d ely nourishment 15.n Coastal Banks a.linear feet b.linear feet 16..rikO*Y.InieilidalSho.tes..i:'.... .A., ..:'...,..!:*:..;:.:.• ',....::****,•!.::.:s......:.i...' ',...Q.:1*..'..'..;;,....i•.:::::::',..,'4i.ij:*•:V.. .::::,•;-;; t 7.ri Salt Marshes a.square feel b.square feet c.square feet d.square feet 18:7(jl.;tindlOi,{4::§i;iiiitiiid'ii:.:::: -......).:: -:-....::0..:,::-.,..:-.... :-.,,.:.,...:... ....:.:;....i.,.....-::.,;.:::::.:. i'):./...'.:::::•14.Z.::!.:*:.°,;.::::..,.... :::::...t.::.::-.,.••- f ,.-:: _.:;:.;...,..;,:: .. ::-., ,......;,.. ::: :a square!feet:br:.Square fea;.:::•.::•...''•:."..4. "•:::•:....".::.:',..;:::•;;•'::.:.::::•"....:4'.,:'....,::. ,:•;i::,.:.:.:::.:.:,....:•;,"-.,....:.•:,!:•!-:;,-;-.......-:,. ,..:.. ••••:.;../....:::.y.:.::•:::.;-:'...:„-::.;::1:......::::.:.::: "•'...........',.....7•:...;,!..;,::.,1.:"...;:::...1....lo.:::;:*.;.!...11.:.:.:.. .-.;:::::'.::.J.:.:;.';'!'-'.:',`?1.•:....::::.::•....y.::. ::•'.,;:,:;.:'..:,* ,......:,.....,•:,.. .........,..:!.i..:...,::E....::.,:.,..: ...- i_..,.....-.::::.-,.?:.:......4,,..i.....,: !,,,......:i. .c..ely.dreOgeq.(1-stY.ctrpUcg....,:•.•:-:',..t.,..:.:-...;;:.-.. ,..::•::.....,;.:...!......,: ::•;:.-r..: 19.E.--.,Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet • • . Page 3 of 9*ELECTRONIC COPY • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5019 eDEP Transaction 0:494179 WPA Form 5-Order of Conditions Ci tyf rowrr B ARNS'rAB LT Massachusetts Wetlands Protection Act M.O.L.c. T3l,§40 • •• • •• • • • _ •" • indicate size w der Coastal.Banks,inland-Barik,Land the .':•::;: - . • . • .: • Ocean,and/oor•inland'Land:Under Waterbodies and Waterways;:.. c c!y-dred ed d:el dred ed.'. 21.l Land Subject to Coastal Storm Flowage 40325 40325 • a.square feet b.square feet 2 7.= . .. • , • . • . D Restoration/Enhancement(For Approvals Only) 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.S.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of B VW b.square feet of Salt Marsh 23 - • • - f7;Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a.number of new stream crossings b.number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at!east 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. 8_ This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, Page 4 of 9 `ELECTRONIC COPY • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File u:003 5019 WPA Form 5 -Order of Conditions eDEP Transaction#:495179 assachusetts Wetlands Protection Act M.G.L.c. 131,§40 CoCityfl wn:EARNSTABLE the Final Order shall also be noted in the Registrys Grantor Index under the name of the owner of the land upon which the proposed work is to be done,In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shad be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" (or`MassDEP"] File Number:"003-5019" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DEP. l2. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form SA)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members oldie Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions staled in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. Ail sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant • shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Ordet(the"Project")is(1) l isnot(2)ri-fi subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard S.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater I3MPs unless and until a Registered Professional Engineer provides a Certification that:r.all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook LIMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;IL_as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized; any illicit discharges to the stomtwater management system have been removed,as per the requirements of Storrwater Page 5 of 9*ELECTRONIC COPY • Massachusetts Department of Environmental Protection Provided by MassIMP: Bureau of Resource Protection- Wetlands MassDEP File#:003-5019 WPA Form 5- Order of Conditions eDEp Transaction#:494i79 Massachusetts Wetlands Protection Act M.G.L,c. 131,§40 Cityffown:BARNSTABLB Standard 10;iv.all post-construction stormwater I3MPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v,any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible patty(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement')for the Stormwater BMPs identifying the party responsible for insplementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater.Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BIt9',and that the proposed responsible party shall be treated as a pern ittee for purposes of implementing the requirements of Conditions 19(1)through 19(k)with respect to that Ba..P.Any failure of the proposed responsible party to implement the requirements of Conditions 19(1)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that wilt be serviced by the stormwater BMPs.A plan and easement deed that grants he responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. 0 The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: I.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission')upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local Iaws and regulations. Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Sto smwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 0 Access for maintenance,repair,and/or replacement of T3MPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: Page 6 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: L • Bureau of Resource Protection-Wetlands vlassDEP Pilet1:003-SO19 I •., WPA Form 5 - Order of Conditions cDBP Transaction :494l79 City/Town:BARNSTABLE rs Massachusetts 4t etlands Protection Act M.O.L.c. 131,§40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1• Is a municipal wetlands bylaw or ordinance applicable?E_: Yes CI No 2. The Conservation Commisgion herebby check one that appliest • a. D DENIES the proposed work which cannot be conditioned to • meet the standards set forth in a municipal ordinance or bylaw specii tally: I.Municipal Ordinance or Bylaw 2.Citation —— --- Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides . measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw b. r APPROVES the proposed work,subject to the following • additional conditions. 1.Municipal Ordinance or Bylaw TOWN OF 2.Citation S.237-I -237-1.4 P Y BARNSTABLE 3. The Commission orders that all workshall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1 AND 7.2 • Page 7 of 9*ELECTRONIC COPY SE3-5019 Name: Town of BarnstablclD.P.W. Approved Plan= June 27,2012 Site Plan(3 sheets) by Carlos G.Pena,P.E. Finding: The proposed improvement dredging serves a public navigation purpose. Special Conditions of Approval 1. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may result in serious consequences. Such consequences may include issuance of a Stop Work Order,fine(s),the requirement to remove unpermitted structures,requirement to re-landscape to original condition,the inability to obtain a Certificate of Compliance,and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5 through 6. The Special Conditions.if necessary,are contained on Pages 7.1,7.2 and 73. MI Conditions contained herein require strict compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions,and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)on Page 4 shall be complied with. 2. it is the responsibility of the applicant,the owner and/or suceessor(s),and the project contractor,to ensure • that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission):owns A and B shall be completed and returned to the Commission prior to the start of work, 3. General Condition No. 10 on Page 5(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. M. The following additional conditions shall govern the project once work begins: 5. General Conditions Nos. 13 and 14 (changes in plan)on Page 5 shall be complied with. 6. Unless extended, this permit is valid for three years from the date of issuance. Page 7.1 • 7. Vegetated areas disturbed during dewatering shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 8. To maintain approved dredge elevation,a tide staff corresponding to a referenced tidal benchmark shall be deployed within the limit of dredging. Dredge depth shall be-6.0 feet MLW with an allowable one-foot over dredge; total 7,0 MLW. 9. To maintain approved dredge footprint,the approved limit of dredging shall he staked in the field and adhered to. 10. Due to winter flounder and horseshoe crab,no dredging shall be performed from February 1"to June 30th. 11. Dredge spoils for upland disposal shall be appropriately dewatered and deposited in conformance with DEP Water Pollution Control protocol. Spoils shall not be deposited within Conservation Commission jurisdiction without prior board authorization. The applicant shall consult in advance with the Conservation Department regarding the method of dewatering, 12. A post-dredging bathymetric survey shall he performed by the project engineer within one(l)year of the dredging event,and the results submitted to the Conservation Commission for compliance review purposes. 13. Piling shall be driven into place. Some initial pilot-hole jetting is allowed. Iv. After all work is completed,the following condition shall be promptly met: 14. At the completion of work,or by the expiration of this Order, the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned,along,with the request for a Certificate of Compliance and the appropriate fee. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any, exists with the approved plans. This statement,along with Form C and fee,shall accompany the request for a Certificate of Compliance, Page 7.2 Massachusetts Department of Environmental Protection Provided by MassDEP: 1. Bureau of Resource Protection -Wetlands sE3-M FilD l q assDEP e# WPA Form 5 -- Order of Conditions [-:' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction rf Barnstable��— City/Town E. Signatures Important: This Order is va lid for three years,unless otherwise specified as a special _AUG_— 6/012__ When filling out condition pursuant to General Conditions#4,from the date of issuance. 1.Date of issuance forms on the computer,use Please indicate the number of members who will sign this form. only the tab Key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to move your cursor-do not The Order must be mailed by certified mail(return re,:'ot requested)or hand delivered to use the return the applicant. A copy must be mailed, hand delivere• filed electr ' ally at th same key' time with the appropriate MassDEP Regional Office. fill Sign urns. (c) CYt by hand delivery on ❑ by certified mail, return receipt requested,on Date XfT ---- Date F. Appeals x _ _ Pw f fa The applicant, the owner, arty person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request rnust be made by certified malt or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. • The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G,L, c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigs.dor. cev 02125+2010 Page 35rof LIMassachusetts Department of Environmental Protection Provided by MaSbDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-501 9 WPA Form 5 -Order of Conditions eDEP Transaction#:494 179 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 C rty/Town.BARN5TABLh G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the ease of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall he submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: MILLWAY ROAD 003-5019 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of County Book Page for. Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Doc: 1 v 198 s.313. ris- 09--?012 S a 53 BARNSTABLE LAND COURT REGISTRY Signature of Applicant Rat.4I112010 Page 9 of 9"ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MUs,DEP: Bureau of Resource Protection-Wetlands M.�ssDEP Fife if:003-5019 R' Ot Csa s eDEP Transaction#:494179 `' Massachusetts W5etl-andsrde Protection Act©ttditio M.G.L.c. 131,i40 Ct ,row7t:BARNSTABLE G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shalt be submitted to the Conservation Commission listed below. BARNSTABLE • Conservation Commission Detach on dotted line,have stamped by the Reaisny of Deeds and submit to the Conservation Commission. To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: MILLWAY ROAD 003-5019 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for. Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Et!k ::6571 F„9 15..E - 45ti 58 Instrument Number rj --0 9—?012 a 0 9= 0 8 of If registered land,the document number identifying this transaction is Document Number • Signature of Applicant Re.4rrn010 Page 9 of 9" ELECTRONIC COPY -6 _ Epi Commonwealth of Massachusetts Executive Office of Energy&Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Di VAL L PATF!cK niCHA17D K SULL'VAN.in. Grivernor Sucrotory TIMOTHY P.MURRAY KENNETH L.K!MMF.11 liaut.:nant cnvornor Currurirc.s,oner September 17, 2012 John Duros • Department of Public Works Town of Barnstable 382 Falmouth Street Barnstable, MA 02601 Re: 401 WATER QUALITY CERTIFICATION Application for BRP WW 07, Major project dredging At; Barnstable Inner Harbor, BARNSTABLE 401 WQC Transmittal Mt:X251991 Wetlands File Ns: ACoE Application N2: • Dear Mr. Juros: The Department has reviewed your application for Water Quality Certification (WQC) referenced above. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended(33 U.S.C. §1251 et seq.), MGL c.21, §§ 26-53, and 314 CMR 9.00,the Department has determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00)and other applicable requirements of state law. The waters of the Barnstable Inner Harbor are designated in the Massachusetts Surface Water Quality Standards as Class SA. Such waters are intended "as excellent habitat for fish, other aquatic life and wildlife and for primary and secondary contact recreation." Anti-degradation provisions of these Standards require that"existing uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." Background: Barnstable Harbor is located on the northern side of Cape Cod and is an active waterfront that supports recreational, commercial and transient boating activities as well as commercial marine operations and services that open to year round. Tills Information is available In alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-2e2.5751.TDD#1.866.539.7422 or 1.617.574.6B68 tviassOEP Website:wrw,mass.govldep Printed on Recycled Paper 401 Water Quality Certification,Barnstable Harbor,Town or Barnstable Transmittal Nu: X251991 Page 2 of 10 In 1994 and 1995, the Department issued a 401 Water Quality Certification (WQC) and a Chapter 91 Permit to the Town of Barnstable to dredge the Inner Harbor and Navigational Channel. The dredge volume was approximately 13,000 yd3 and the dredge depth was-6 ft Mean Low Water(MLW). The dredged material was stored in the Blish Point Containment Basin (BPCB). In 2008, approximately 175 feet of the Navigational Channel was dredged by the Town under a 401 WQC issued on March 7, 2005 and amended on November 7, 2007. Proposed project: The proposed project scope entails conducting maintenance and improvement dredging of three areas: Inner Harbor Basin; Blish Point Boat Ramp Access Channel and the Navigational Channel. • Location Type of Estimated Dredge Estimated Dredge Volume, tyd.3i.. Dredging Area(ft ) Maintenance Improvement Total Area 1-Inner Maintenance ±90,325 ±7,787 .._W *7,787 Harbor Basin Area 2-Blish Point Improvement ±3,006 ±335 Boat Ramp Access ±379 Channel Maintenance ±375 ±26 Area 3-Navigation Maintenance ±11,591 ±1,542 ±1,542 Channel Totals Area 1,2 &3—Maintenance ±105,297 ±9,355 ±335 ±9,708 All areas of proposed dredging will be to-7.0 MLW which includes a one foot overdredge allowance and approximate 3H:1V sidesiopes. The Town of Barnstable proposed to use either mechanical or hydraulic dredge to remove the sediment. The means and methods for dewatering of the dredged material will depend on the selected method of dredging (see condition 7). Mechanical Dredging Option—under this option, conventional equipment such as a crane or excavator mounted on the barge will be used to remove the sediment and place the dredged material onto a scow/dect barge. Dewatering will take place in the scow/deck barge with a temporary containment area for holdingldewatering of the dredged sediment(see condition 12). The scow/deck barge will most likely anchor along the eastern side of the existing bulkhead to allow sediment to be off-loaded via a land-base crane/excavator and placed directly into water- tight trucks. Silt curtain will be utilized as Best Management Practices to contain the turbidity generated during dredging and dewatering operations. Hydraulic Dredging Option--under this option, the hydraulic dredge will consist of a suction- cutterhead that will loosen the bottom sediments and entrain them as slurry, The slurry will then be pumped to two dewatering areas adjacent to the dredge area. • Dewatering Area 1, approximately 34,000 ft2 in size, is owned by the Commonwealth of Massachusetts and managed by the Department of Fish & Game. It is located at the Blish Point Boat Ramp parking lot adjacent to dredge Area 3 Navigation Channel. The Department of Fish &Game has given the Town permission to use the parking lot for the purpose of sediment dewatering, 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal : X251991 Page 3 of 10 • Dewatering Area 2, approximately 45.025 ft2 in size, is owned by the Town of Barnstable and currently is used for parking and storage of floats from the Town Marina in the off-season. The lot Is unpaved and is adjacent to dredge Area 1 inner Harbor Basin. Due to the limited space available for dewatering operations relative to the expected dredge volume, conventional gravity methods are not feasible. The Town of Barnstable proposed two possible dewatering methods: 1. Geotubes—the dredge slurry is pumped directly into geotubes located in dewatering area 1 &2, and then chemically treated with polymer to facilitate the separation of sediment within the geotubes. The geotubes can be stacked on top of each other to accommodate for the dredge volume. 2. Mechanical Belt Press System--the dredge slurry will be pumped into a holding tank in order to regulate the production of extracted water using a belt press system. It is anticipated that only one of the two dewatering areas will be used to accommodate the belt press equipment. A temporary supplemental water source will be required for the belt press operation and creating the polymer solution needed because saltwater is not suitable for these purposes. The proposed project is being funded through a state grant(75 percent) and local matching funds (25 percent). Sediment sampling data: 12 core samples were collected within the dredge footprint. Five composite samples were formed with each composite sample comprised of 2 core samples. The remaining two core samples were treated as an individual sample for physical and chemical analyses. Results of the physical or gradation analysis showed that the sediment to be dredged contains high percent of silt and clay particles. The percent of sediment particles passing the No. 200 U.S. Standard Series Testing Sieve ranged between 35.6 and 91.6 percent. • Chemical analysis detected the presence of metals, Polynuclear Aromatic Hydrocarbons (PAHs),Volatile Organic Compounds (VOCs) and Extractable Petroleum Hydrocarbons (EPHs). Total Chromium exceeded the Reportable Concentration (RC) S-1 criteria of the Massachusetts Contingency Plan (MCP) in four of the seven samples. Hexavalent Chromium was subsequently analyzed and results were below the RC S-1 criteria, confirming that Total Chromium is not an issue, since RC S-1 for Trivalent Chromium is 1,000 mg/kg, and the results of Total Chromium results are below the RC-S1 criteria. Nickel exceeded the RC S-1 criteria in three of the seven samples. The highest concentrations were 103 mg/kg from Sample 3 (see Condition 12). Sediment results from Sample 3 exceeded the RC S-1 criteria for several PAHs compounds. The PAH compounds were 2-Methylnaphthalene;Acenapthene; Benzo(a)Pyrene, Naphthalene and Phenanthrene(see Condition 12). On July 26, 2012,three core samples were collected within the vicinity of the Sample 3 to further delineate the extent of the contaminated area. Chemical analysis confirmed the 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal NP.: X251991 Page 4 of 10 presence'of metals and PAHs but a much lower concentrations than the initial Sample 3(i.e. below RC S-1). Therefore,the extent of the contaminated area was adequately defined. Although these detected concentrations were below RC S-1, the analytical reporting limits for some of the non-detected parameters/constituents are higher than the RC-S1 criteria, suggesting that there could be more RC S-1 exceedance or reporting obligations than reported. As such, the Town of Barnstable is responsible for any additional sampling requirements from the landfill/reuse facility. Dredged Material Disposal or Reuse: The Town of Barnstable proposed to dispose and reuse the dredged material in the following upland sites(see condition 12 and 13): 1. Disposal at Bourne Landfill—Because of the high concentrations of Nickel and PAHs, some portion of sediment from Area 142,800 yd3)will be disposed of at the Bourne Landfill. A Special Waste Determination(SWD)may need to be obtained from the Solid Waste Division of the Southeast Regional Office(SERO). If the SWD cannot be obtained, then the sediment will need to be disposed of at an out-of-state landfill. 2. Reuse as Daily Cover material at Bourne Landfill-The remaining portion of the sediment from Area 1 (44,897 yd3), along with sediment from Area 2(t 379 yd3) and Area 3(41,542 yd3)for a total of*6,908 yd3mav be suitable for reuse as daily landfill cover material based on June 4, 2012 communication between the Town of Barnstable and with Mr. Dan Barrett, Bourne Landfill Facility Manager. 3. Beneficial Reuse for Noise Attenuation Berm at the West Barnstable Shooting Range— Approximately ±6,908 yd3 could be potentially reused at the shooting range for the construction of a noise attenuation berm. This site is owned by the Town and managed by the Conservation Commission office(see Condition 14). 4. Beneficial Reuse as Fill at Robert Childs, Inc. (RCI)- This site is located in South Dennis and RCI has expressed verbal interest to reuse the sediment as fill material. The provisional Beneficial Use Determination(BUD) Issued in 2009 may need to be updated to include the dredged material from the Inner Harbor(see Condition 15). 5. Unconfined ocean disposal at the Massachusetts Bay Disposal Site (MBDS). Rare Species and Rare Wildlife Habitat: The site is not located within the Priority Habitats of Rare Species, Estimated Habitats of Rare Wildlife, and Certified Vernal Pool in accordance with the Massachusetts Natural Heritage Atlas, 13'h Edition. Public Notice: The 401 WQC application public notice was published in the Cape Cod Time on July 6, 2012 and the Department received no comment during the 21-day public comment period,which ended on July 27, 2012. Section 61 Findings: This project was not reviewed under M.G.L. Chapter 30, Sections 61 to 62H (M.E.P.A.)because it is considered as"routine maintenance"project. Therefore, based on information currently in the record,the Department grants a 401 Water Quality Certification for this project subject to the following conditions to maintain water quality, to minimize impact on waters and wetlands, and to ensure compliance with appropriate state law. The Department further certifies in accordance with 314 CMR 9.00 that there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00)and other applicable requirements of state law. Finally, the Department has determined that upon satisfying the conditions and mitigation requirements of this approval, the project 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal h`2, X251991 Page 5 of 10 provides a level of water quality necessary to protect existing uses and accordingly finds that the project to be implemented satisfies the Surface Water Quality Standards at 314 CMR 4.00. 1. The Contractor shall take all steps necessary to assure that the proposed activities will be conducted in a manner that will avoid violations of the anti-degradation provisions of the Massachusetts Surface Water Quality Standards that protect all waters, including wetlands. 2. Prior to the start of work or any portion of the work thereafter, the Department shall be notified of any change(s) in the proposed project or plans that may affect waters or wetlands. The Department will determine whether the change(s)require a revision to this Certification. 3. Dredging in accord with this Certification may begin following the 21-day appeal period and once all other pejrmits have been received. 4. Work in waters and wetlands shall conform to the Description of Proposed Dredging Site and plans, figures submitted in this application to the Department, 3 sheets prepared by CLE Engineering, Inc., dated June 27, 2012, signed and stamped by Carlos Pena. The Department shall be notified if there are modifications and or deletions of work as specified in the plans. Depending on the nature and the scope of any change, approval by the Department may be required. _ 5. The Department shall be notified, attention Ken Chin 617-292-5893,one week prior to the start of in-water work so that Department staff may inspect the work for compliance with the terms and conditions of this Certification. 6. The Certification remains in effect for the same duration as the federal permit that requires it or five years from the date of Issuance of this Certification whichever comes first. 7. Within two weeks of Notice to Proceed being issued by the Town of Barnstable to the selected contractor, the Department shall be notified in writing of the means and methods of dredging to be used by the selected contractor. 8. Within two weeks after notifying the Department of the selected means and method of dredging (Condition 7), the applicant's contractor shall be required to prepare a sediment dredging plan that clearly describing the steps/sequences in removing and segregating sediment in Area 1 Inner Harbor Basin to be disposed of at the Bourne Landfill and by unconfined ocean disposal to the Department for review and approval. 9. Best Management Practices (BMPs)shall be deployed to minimize turbidity. At a minimum, a bottom-weighted silt curtain shall be used to surround the dredging area and placed at a location that would not bottom out during low tide. Silt curtain shall be of suitable material/grade appropriate with the velocity of the current at the site. If the sediment removal is done by conventional mechanical equipment (i.e. crane, excavator, etc.)dredging shall be carried out using a closed, environmental buckef if the sediment does not consist solely of densely compacted silt/clay. 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal NQ: X251991 Page 6 of 10 10. If mechanical dredging is the selected method, a Dredged Material Off-loading Plan shall be submitted to the Department for review and approval. At a minimum,the Dredged Material Off-loading Plan shall include redundant Best Management Practices (BMPs)to insure there will not be any discharge of dredged material back to Barnstable Harbor or any other Land Under Ocean (LUO) or Land Under Water (LUW). Dredging activities cannot commence without first obtaining approval from the Department of the dredged material off-loading Plan. 11. If sediment removal is done by conventional mechanical equipment(i.e. crane, excavator, etc.) a Turbidity Monitoring Plan shall be submitted to the Department for approval within eight weeks of the effective date of this Certification or four weeks prior to the commencement of the dredging operation,whichever comes first. 12.Within 21 days of the Notice to Proceed being issued by the Town of Barnstable, a Dredged Material Dewatering Plan shall be submitted to the Department for review and approval. At a minimum, the dewatering plan shall include but not be limited to dewatering location, type of containment, method of dewatering (i.e. mechanical or geotubes)for hydraulic dredging, method of dewatering in the scow/deck barge for mechanical dredging, method of collecting the dewatered effluent and method of disposal. 13.The Department shall be notified in writing of the name and location of the upland licensed facility accepting the dredged material for disposal and for reuse as daily cover material. If the licensed facility is located out of state, documentation shall be provided to the Department that the dredged material disposal/reuse has been approved and will be accepted by the receiving state in accordance with 314 CMR 9.07(13)(b). The dredged material shall not be transported to the facility without the concurrence/approval of the Department. 14. If reuse of the dredged material for Noise Attenuation Berm at the Barnstable Shooting Range is the selected sediment management method, within 21 days of the effective date of this Certification,the Town of Barnstable shall submit to the Department the following information regarding location of final placement and use of dredged material: a. a United States Geological Survey Topographic Map showing the location of the property; b. a site plan showing the reuse location of the dredged material at the shooting range; c. a statement of certification signed by the Town of Barnstable that the reuse dredged material complies with the provisions of 314 CMR 9.07(9) and 314 CMR 9.07. d. documentation of written notification of the proposal to the Barnstable Board of Health; and e. documentation of the recording of the Order of Conditions in the Registry of Deeds or the Land Court in accordance with Condition No. 8 of the General Conditions under Massachusetts Wetlands Protection Act, 310 CMR 10.05(6), which includes a reference of the dredged material reuse location. 15. If any portion of the dredged material is selected to be beneficially reused as fill at Robert Childs, Inc., it is the Town of Barnstable's responsibility to ensure that the Beneficial Use Determination (BUD)is amended or updated to include the dredged material from Barnstable Inner Harbor. 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal NE X251991 Page 7of10 16.Scow overflow within the water of the Commonwealth is prohibited. 17. A Dredged Material Tracking Form (DMTF)or Material Shipping Record (MSR)shall be used to track the dredged material to the approved licensed upland facility. A fully executed copy of the DMTF or MSR shall be provided to the Department within 30 days of final shipment to the reuse location or facility. 18. Best Management Practices(BMPs) shall be Implemented during transportation of the dredged material to the licensed receiving facility. At a minimum, when transported upon public roadways, all dredged material shall have no free liquid as determined by the Paint Filter Test or other suitably analogous methodology acceptable to the Department, and a tarpaulin or other means shall be used to cover the dredged material during transport. 19. Future maintenance dredging may be conducted as necessary for the duration of this Certification; provided that: a. the initial project and any subsequent dredging has been conducted satisfactorily with no violations of the terms and conditions of this Certification or any violations which did occur have been satisfactorily resolved, b. information has been submitted to the Department regarding chemical characteristics and final end use/disposal of the dredged material for review and approval. Under no circumstances may future maintenance dredging commence without obtaining end use/disposal approval from the Department. c. an updated Suitability Determination for unconfined ocean disposal is obtained from the Army Corps of Engineers (ACoE), d. Coordinates of the maintenance dredge footprint are the same as the authorized dredge footprint, e. a due-diligence evaluation is done to determine that no known spills of oil or other toxic substances have occurred which could have contaminated the sediment in the dredge area and a submittal to the Department prior to maintenance dredging, f. a bathymetric survey has been submitted to the Department in compliance with condition no. 21, g. the volume of future maintenance dredging does not exceed 9708 cubic yards, h. the Department is notified prior to commencement of maintenance dredging. 20. Disposal of any volume of dredged material at any location in tidal waters is subject to approval by this Department and the Massachusetts Coastal Zone Management office. 21.Within 30 days of the completion of the dredging, a bathymetric survey of the Barnstable Harbor depicting post-dredge conditions shall be conducted. At a minimum,the survey shall include an overlay of the dredge footprint(i.e. top of slope)with sufficient coordinates in the Massachusetts State Plane(e.g. longitude and latitude) that clearly delineates the dredge footprint. The survey shall be sent within five working days after its completion to the Department and a copy shall be sent to the Massachusetts Coastal Zone Management office, attention: Robert Boeri. 22. In order to protect spawning, larval and juvenile development of winter flounder, and horseshoe crab, no dredging shall occur between February 1 st and July 3151 of any year. 1 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal No: X251091 Page 8 of 10 23.The applicant, or its contractor, shall make every feasible effort to complete the project within the permitted timeframe. Should the applicant, or its contractor, fail to complete the project and wish to request an amendment to the Certification for incursion into the no- dredge period, the written request shall be received by the Department by January 15t". The following information shall be included in the request: a. project location and transmittal number, b. the date on which dredging started, c. the number of days and hours per day the dredge operated, d. expected daily average production rate and the actual daily average production rate, e. an explanation of why the project failed to remain on schedule, f. an account of efforts made to get the project back on schedule, g. a plan depicting the areas that remain to be dredged, h. the number of cubic yards that remain to be dredged, i. an accurate estimate of the number of days required to complete the project, j. an evaluation of the impact of continued dredging on the species of concern, k. a description of any efforts that will be made to minimize the impacts of the project on the.species of concern, and a realistic assessment of any societal/financial effects of a denial of permission to continue dredging. The Department will share the information with other resource agencies and a decision to grant or deny the amendment shall be made by February 1st. Requests for amendment received after January 15t"will be considered at the Department's discretion. 24. No later than four weeks after issuance of the Permit, the applicant shall submit a notification procedure outlining the reporting process to the Department for'incidents, relating to the dredging activities, impacting surrounding resource areas and habitats such as, but not limited to, observed dead or distressed fish, or other aquatic organisms, observed oily sheen on surface water, sediment spill, turbidity plume beyond the deployed BMP's, and barging or equipment accident/spill. If at any time during implementation of the project, all site related activities impacting the water shall cease until the source of the problem is identified and adequate mitigating measures employed to the satisfaction of the Department. This certification does not relieve the applicant of the obligation to comply with other applicable state or federal statutes or regulations. Any changes made to the project as described in the previously submitted Notice of Intent, 401 Water Quality Certification application, or II supplemental documents will require further notification to the Department. Certain persons shall have a right to request an adjudicatory hearing concerning certifications by the Department when an application is required: a. the applicant or property owner; b. any person aggrieved by the decision who has submitted written comments during the public comment period; c. any ten (10) persons of the Commonwealth pursuant to M.G.L. c.30A where a group member has submitted written comments during the public comment period; or 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal Ass; X251991 Page 9 of 10 d. any governmental body or private organization with a mandate to protect the environment, which has submitted written comments during the public comment period. Any person aggrieved, any ten (10) persons of the Commonwealth, or a governmental body or private organization with a mandate to protect the environment may appeal without having submitted written comments during the public comment period only when the claim is based on new substantive issues arising from material changes to the scope or impact of the activity and not apparent at the time of public notice. To request an adjudicatory hearing pursuant to M.G.L. c.30A, § 10, a Notice of Claim must be made in writing, provided that the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form within twenty-one (21)days from the date of issuance of this Certificate, and addressed to: Case Administrator Department of Environmental Protection One Winter Street, 2nd Floor Boston, MA 02108. A copy of the request shall at the same time be sent by certified mail or hand delivery to the issuing office of the Wetlands and Waterways Program at: Departmentof Environmental Protection One Winter Street, 5th Floor Boston, MA 02108. A Notice of Claim for Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information pursuant to 314 CMR 9.10(3): a. the 401 Certification Transmittal Number and DEP Wetlands Protection Act File Number; b. the complete name of the applicant and address of the project; c. the complete name, address, and fax and telephone numbers of the party filing the request, and, if represented by counsel or other representative, the name,fax and telephone numbers, and address of the attorney; d. if claiming to be a party aggrieved, the specific facts that demonstrate that the party satisfies the definition of"aggrieved person" found at 314 CMR 9.02; e. a clear and concise statement that an adjudicatory hearing is being requested; f. a clear and concise statement of(1) the facts which are grounds for the proceedings, (2) the objections to this Certificate, including specifically the manner In which it is alleged to be inconsistent with the Department's Water Quality Regulations, 314 CMR 9,00, and (3) the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written Certification; and g. a statement that a copy of the request has been sent by certified mall or hand delivery to the applicant, the owner(if different from the applicant), the conservation commission of the city or town where the activity will occur, the Department of Environmental Management(when the certificate concerns projects in Areas of Critical Environmental Concern), the public or private water supplier where the project is located(when the certificate concerns projects in Outstanding Resource Waters), and any other entity with responsibility for the resource where the project is located. 401 Water Quality Certification,Barnstable Harbor,Town of Barnstable Transmittal Ns: X251991 . _ Page 10 of 10 The hearing request along with a DEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town(or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory-hearing filing fee pursuant to 310 CMR 4.06(2)for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties, under MGL c.21 §42, 314 CMR 9.00. MGL c. 21A§16, 310 CMR 5.00,or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have questions about this decision,please contact Ken Chin at 617-292-5893. Sincerely, Beth Card Assistant Commissioner Bureau of Resource Protection . enclosure: Departmental Action Fee Transmittal Form Material Shipment Record (MSR) cc: Karen Adams,Regulatory/Enforcement Division,U.S.Army Corps of Engineers,696 Virginia Road,Concord,MA 01742-2761 Robed Beeri,CZM,251 Causeway Street,Suite 800,Boston,MA 02114 • Eileen Feeney,OMF, 1213 Purchase St.,3`d floor,New Bedford,MA 02740-6694 David Hill.Liz Kouloheras,DEP SERO Barnstable Conservation Commission,367 Main Street,Hyannis,MA 02601 Christine Player,CLE Engineering,lnc.,15 Creek Road,Marion,MA 02738 KC/X251991 Commonwealth of Massachusetts sD P Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617•222-5500 DENIAL L PATriiCK rIlCHArio K SULLIVAN JH. Covet/tor Sec,ctory TIMOTHY P MURRAY KENNETl-I t.:KIMMELt LiatrtonantCovarnor C::rr-,,n :•ot:a, October 9,2012 John Duras Department of Public Works Town of Barnstable 382 Falmouth Street Barnstable, MA 02601 Re: 401 WATER QUALITY CERTIFICATION-Amendment 1 Application for BRP WW 07, Major project dredging At: Barnstable Inner Harbor, BARNSTABLE 401 WQC Transmittal XX: X251991 Wetlands File NV.: ACoE Application Ng: NAE-2012-00990 Dear Mr. Juros: The Department has received a request for amendment, prepared by CLE Engineering(via electronic communication) on your behalf, to the Water Quality Certification (WQC) referenced above. In specific,the request was to modify Condition no. 22, time-of-year(TOY) restriction and a change of location for unconfined ocean disposal. The Department has reviewed your amendment request and consulted with the Division of Marine Fisheries (DMF). In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et sea.), MGL c.21, §§26-53, and 314 CMR 9.00,the Department determines there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00)and other applicable requirements of state law and hereby approves this amendment in accordance with 314 CMR 9.09(3)with condition. Time-of-Year Restriction: Condition no. 22 is revised as: In order to protect spawning, larval and juvenile development of winter flounder, and horseshoe crab, no dredging shall occur between February 1st and June 30th of any year. This information is available in alternate format.Call Michelle Watera-Ekanem,Diversity Director,at 617-292.5751.7DD#1.866.53E-7622 or 1.617-574.6868 MasabEP Wobsite:rnn.rnass.govtdep Printed on Recycled Paper 401 Water Quality Certification,Amendment 1 Barnstable Harbor,Town of Barnstable TransmittalXe: X251991 Page 2 of 2 Unconfined Ocean Disposal: The location for unconfined ocean disposal is changed from the Massachusetts Bay Disposal Site (MBDS)to the Cape Cod Bay Disposal Site (CCBDS) providing that: "Unconfined ocean disposal at the CCBDS is NOT permitted from January 1s to May 15 ' in order to protect the critically endangered Northern Right Whale." This letter serves as an amendment of 401 Water Quality Certification,DEP Transmittal No X251991,and the Army Corps of Engineers'permit NQ NAE-2012-00990. All other conditions of the license and Water Quality Certification remain in effect. Failure to comply with the Project's certification is grounds for enforcement,including civil and criminal penalties,under MGL c21§42,314 CMR 9.00, MGL c21A§16,310 CMR 5.00,or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have questions on this decision, please contact Ken Chin at 617-292-5893. Sincerely, Lealdon Langley Director Wetlands and Waterways Division cc: Karen Adams,Regulatory/Enforcement Division,U.S.Army Corps of Engineers,696 Virginia Road,Concord,MA 01742-2751 Robert Been,CZM,251 Causeway Street,Suite 800,Boston,MA 02114 Eileen Feeney,DMF, :213 Purchase Si,3rd floor,New Bedford,MA 02740-6694 David Hill,Liz Kouloheras,DEP SERO Barnstable Conservation Commission,367 Main Street,Hyannis,MA 02601 Christine Player,CLE Engineering,Inc., 16 Creek Road,Marion,MA 02738 KC/X251991 • • tNassl]EP. Commonwealth of Massachusetts . Executive Office of Energy&Environmental Affairs • Department of Environmental Protection Southeast Regional Office•20 Riverside Drive,Lakeville MA 02347.508-946-2700 • D';VAL L PATRICK • • RiC:LARD K.SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNET1-1 L KIMMEL]. • lieutenant Governor CommieGioner PERMIT NO. 13355 Name and Address of Permittee: Town of Barnstable • Department of Public Works • Attn:John Juros,Project Manager 382 Falmouth Street Barnstable,MA 02601 • ISSUED: October 9, 2012 EXPIRES: October 9,2022 . Permission is hereby given by the Department of Environmental Protection to: maintenance dredge approximately 9329 cubic yards of sediment from the Barnstable Inner Harbor navigation channel and mooring basin, and to perform improvement dredging of approximately 379 cubic yards of sediment from an area extending seaward from the end of the Wish Point Public Boat Ramp. Dredge material will be disposed offshore at the Cape Cod Bay Disposal Site, at a Massachusetts permitted landfill,and/or beneficially reused at an approved upland location. • All work authorized herein shall be in the location shown and to the dimensions and depths indicated in the permit plan titled: "Proposed Dredging of Barnstable Inner Harbor in Barnstable, MA", CLE Engineering, Inc.,dated September 18,2012, Revised (7 sheets). STANDARD WATERWAYS PERMIT CONDITIONS • 1. Acceptance of this Waterways Permit shall constitute an agreement by the Permittee to conform to all terms and conditions stated herein. 2. This Waterways Permit.is issued upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Perinittee prior to the commencement of any activity authorized pursuant to this Permit. • This information Is available in alternate format.Call Michelle Waters-Ekenem,Diversity Director,at 617.292-5751.TDD#1.566-538-7622 or 1-617.S74486U MassDEP Website:www.mass.govldep Printed on Recycled Paper • PERMIT NO. 13355 Page 2 3. This Waterways Permit shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This Permit may be revoked after the Department has given written notice of the alleged noncompliance to the Permittee, or his/her agent, and those persons who have filed a written request, with the Department, for such notice and has afforded the Permittee a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways Permit void. 4. This Waterways Permit is issued subject to all applicable federal, state, county, and municipal laws, ordinances, by-laws, and regulations, including but not limited to, a valid Order.of Conditions issued pursuant to the Wetlands Protection Act,M.G.L. Chapter 131,s.40. In particular,this issuance is subject to the provisions of Sections 52 to 56, inclusive of Chapter 91 of the General Law and its Regulations 310 CMR 9.40(5),which provides, in part, that the transportation and dumping of dredge material shall be done under the supervision of the Department,and,when required,the Permittee shall provide at his/her expense a dredge inspector approved by the Department. • 5. This Waterways Permit is issued upon the express condition that dredging and transportation and disposal of dredge material shall be in strict conformance with the Water Quality Certification issued by the Department of Environmental Protection. 6. All subsequent maintenance dredging and transportation and disposal of this dredge material, during the term of this Permit, shall conform to all standards and conditions applied to the original dredging operation performed under this Permit. 7. After completion of the work authorized,the Permittee shall furnish to the Department a suitable plan showing the depths at mean low water over the area dredged. Dredging under this Permit shall be conducted so as to cause no unnecessary obstruction of the free passage of vessels,and care shall be taken to cause no shoaling. If,however,any shoaling is caused,the Permittee shall, at his/her expense,remove the shoal areas. The Permittee shall pay all costs of supervision, and if at any time the Department deems • necessary a survey or surveys of the area dredged, the Permittee shall pay all costs associated with such work. Nothing in this Permit shall be construed to impair the legal rights of any persons, or to authorize dredging on land not owned by the Permittee without consent of the owners)of such property. 8. The Permittee shall assume and pay all claims and demands arising in any manner from the work authorized herein, and shall save harmless and indemnify the Commonwealth of Massachusetts,its officers, employees,and agents from all claims,audits,damages,costs and expenses incurred by reason thereof. 9. The Permittee shall, at least three days prior to the commencement of any dredging in tide water, give written notice to the Department of the time,location and amount of the proposed work. 10. Whosoever violates any provisions of this Permit shall be subject to a fine of$25,000 per day for each day such violation occurs or continues, or by imprisonment for not more than one year, or both such fine •and imprisonment; or shall be subject to civil penalty not to exceed $25,000 per day for each day such violation occurs or continues. PERMIT NO. 13355 . Page 3 SPECIAL WATERWAYS PERMIT CONDITIONS 1. Dredging may be performed by hydraulic or mechanical methods. 2. Dredging shall be to a maximum of 6.0 feet below the mean low water (MLW)datum with an allowable 1-foot over-dredge. 3. No dredging shall occur from February 1st to June 30th of any year. 4. Dredge material shall. be disposed offshore at the Cape Cod Bay Disposal Site, at a Massachusetts permitted landfill, and/or beneficially reused at an approved upland location. The disposal/reuse of dredge material shall be performed in compliance with the conditions of the 401 Water Quality Certification, issued on September 17,2012,Amendment#1, 10/9/12,to the Town of Barnstable,Department of Public Works. 5. Unconfined ocean disposal at the Cape Cod Bay Disposal Site is not permitted from January VI to May 15th in order to protect the critically endangered Northern Right Whale. 6. Maintenance dredging may be performed for a period of ten(10)years subsequent to the date of issuance of this permit. 7. Within ninety (90) days of completion of dredging authorized under this Permit, the Permittee shall furnish to the Department a suitable plan showing the depths at MLW datum within the dredge footprint. DEPARTMENT OF ENVIRONMENTAL PROTECTION • • / J 1/ • e /a6.aft0,t2--- Program Chief,Wetlands and Waterways -` ra - �� k _ j`� 1 _.t fi •�. �.''1• 't •(� ,/�~ �'G'="5c+rs� I • 4. fii., , ' , ' 1"411 _ F r 17 ��+ .[.?4OP tl t ., / t{�.1, , i,- — -- I i I -.. .,._,. \I e cl I rt-ri-,„\stl.'ii,'i irr I ._1 14.:f &I L-11 . p$,..: I.-Th.:, elf+. Ai ist.41 . --,,,:, ---:„:-- -• ,_-_—_,,,,5) 1,r • . ,-..... i 4 I.. `• s- '`� ,i .+ t,. . ', as s f .. 1t ' UMIj OF ACEC ti: r T .. //^y �' O p�� �.�:r. +h ; -'. . L t.'r- t ,, _,t.', i r., (��p; , MARASP[N f It (� R �f / 49 Q i • if iI C$FiTS r ` m 1,7; I > ' - ac.•BASIN UPdIT- �1 ! 1! '; r ak ,�J- 5 n a, �� �_ •TO 8E MAINTAINED u , i !,i i'. 1 .�. A / Psi C • a/� t i fN ti ♦ r 1 1 4\' TotiN MARINA. ( ,46 X t` r^-i, 4 } M•).. .sue U r , (SEE NOTE 6) �, 1 F� .' �� i u aeP i!a_ND. UM (DATED to/.ne/tsar; /:. C3 r4 = r �§ s» -`:-M1 L\ EX- REVETMENT :� • MA DPW CONTRACT Pia. 137t(DAiFI W1WH }954) r 0 O ( '!• ' 9 Ir•'r_ . =tq +xv,- _ •,,�y ` ,, teu;rr r r / / / § /. _i F '�, j�1 , Lll' r ' T - -- " ` -_—.._ ,/---_may-•-v (:xP.)-- �,r: mar of X -Ex.;PARKING (eir. PAVED. 14..) •`/ !--- �•' '' �•. ,r r i ! `' J} g y w= �y Z /`=;1 BUL1tHF�D i STAG3NG/TRUCKING Ar�EA / '~ mJ P 1I /M OEWAYERNO rJ -t1 -••.,.. C .Y. MEGHANICAI DREDGE OPTION ONI. / / ! Z P p¢ EX. STONEr r c ':; �..r ,711 .. -_/, ..1 r I" § I -- It <t� PARKING LOT AREA �t ! i�t. x, { ;� -ice f i �C l ,L. iv / _� a. / ,P. �,{yj (•� 33.980 SF7sz.\` il . (``} ./• /( 1 .-r.:; ,if.... �,r�T:Y•t` i'� onvER Boson_ ���\/ • I t ,.._ , \ � .y�` •.�p l�,t !� 1$ f•-1/' •` f-- .'��Pk,. .�!'',!1 `.-'�'• 'it-- BASIN "�--�.� :•� r `.. F- ii Ex • • • • •117 � u n �.. . , ti., -, (tifLw. MHO/ \ t \'� .lNrl�i} ff r :t 1 Ur A- i Y / ''' ` 1.''' i r t3 \\ \\(( ♦ t w. `1iqti , _h. ,+� `.,�� y':=-'J,1J E PU9LI0 BOAT RAMP:' t} `t J 'e ~'f i1dt' �' '`a,4`•�r•G//��p.A��-y .�� _ ...,, q \` ,.` ,• y-•� Q :r P` �. [ , ' / IF���/' / ^�, �, ri!� v' ) - Q. ��_ N . likkr\ , `, j, c . 971SfI PDINT' 1 f r' ! �•.. CT 1 I)nilt4 \� �� \�'L(�'}�',� !r BM1P ACCESS -„,,r�';� ..•fid Ay.tr ��yp/ ' .�. ,:h !rI'I e+y •�r,.Qa/:( . I7 i w�F�i I�yI/i -->;r1 °�i Wit'", ,�ll. It V/ ,L • ff! / 4 Xo li S\ 1��- r J'• /i r71,�, i-:t a'•�'1 4.;/1'•ii � di M -•' i;a:: ,iplVy .-c. I..//ii `;it • 4„-1 t = t•�BUSH POINI`J' . 15 1 '71 r.c�,,it••• 4 j\'1` !: u�/�,- ,- �b ,•• • n?y ^..�t:1U�,_ p R+a-r ralri II 1 it i ,01_ : ix[=�'' r..' ;��i 'f IV.�y 9 Ajo !) �' „/��.-n� Q�•• .34,.,_ zMI-Wi i9.5 � �-sr,44'1 �xlyi ii }} .o !i IN111 n !. TTP. �. a / Fi _ry W'T 7YPt2.4._ ,.:rJ i�j +' § /. �df��%!/' r f REA J� %M1,t- `.• - HTL t?4 fj, �.� t-ac / 2 ...7.. 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I • 8= . .N iDREDGE DEPTH TO EL -6.0 MLW e • 1 N, ),,,,1\\L\ \\,, 1 II. . • -FT. AU-OWAEILE OVERDREDGE TO EL -7.0 MLW To •-o l Sl• 1 WIDTH VARIES ____1_, I I _l______ L_ 1 1 i • 1 . 0 • -200 -LOU -1.60 -140 -rao -100 -ao -60 -40 -20 1 01 2 TYP. SECTION 1-1 - in LI • 4 . -x-------T---1- — .... a INNER HARBOR BASIN (AREA: 1) . Tr) •,z 4..,-ta • A _ 1 f 1-. 1: 1 IT . .... a ; 4 1 --r- Li ri 1-- 0 •:::n -- !1 I, ; ! , . . 0 ham EL 0.0 I Z el C) ,. I I 1 ! • Ei. GRADE MI- El. 0.0 t . . . . . . - 0 . . . . . . T / 0- tal I s. . . EY.. GRADE I I 41,- -4 ! ! I S SIDE SLOPE * La] 0 \. 61 OW.) 119:iffill 111.EDGE.,DEPTH TO !] r 1 • -4 • -I- .1.- I I 1 I 1 .... I-FT. ALLOWABLE OVERDREDGE iEOGE DEPTH TO -8 SIDE SLOPE -6.0 MLW 3 I I 1 , -2 • -40 -20 0 • 20 40 I . I I I I ":,'"""'"1, , FT. kt.LowArkr. OVERDREDGE TYP. SECTION 2--2 I I . r wt.., . ge ± ....4_ !. _LT EL. -7-0 MLW BUSH POLNT BOAT RAMP ACCESS CHANNEL o ea 40 69 00 100 120 (AREA. 2) i TIP. SECTION 3-3 INNER HARBOR CHANNEL (AREA 3) SEE GENERAL NOTES: SHEET 7 OF 7 • • 1 - • • IPURPOSE; PROPOSED IMPROVEMENT DREDGING TYPICAL DREDGE PROPOSED DREDGING OF OARNSTAOLE • AT.. PUBLIC BOAT RAMP, MAINTENANCE DREDGING SECTIONS INNER HARBOR IN BARNSTME, MA • I OF CHANNEL AND BASIN AND TO RESTORE/ IMPROVE ACCESS TO NAVIGABLE WATERS. GRAPHIC SCALE • DATUM: MLW = 0.0 0 so AT: HALLWAY ROAD ' • MHW 9-5' . 61° COUNTY OF: BARNSTABLE • • MIL = 12.4' APPLICATION BY: TOWN OF BARNSTABLE ' ;CIE ENGINEERING, INC. . 1 INCH=50 Ftti HOR. '75 CREEK RD. 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SQ*1_ .^ i•. ` :-.5 •I., _, Q f�1 z 0 y'••`"' _ .t5•As'4k• JFYo99J Ars5M5 a7ti'tl�l aY�'Yx ffi ' • o • - PERMIT NO. 13355 •o -11 . • to rs Zs Cr Approv ,,1 •D'f•►, •,t t Environmental Protection • -' .- =:13SC t - GENERAL NOTES: • 1. RESULTS OF 11YDROGRAPHY FROM CLE SURVEY DATED 3/28/12 & 3/30/12. 2. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO DEPTHS BELOW MLW 3. BENCHMARK IS CPI, LOCATED AT CENTER OF DRAIN AT BOAT RAMP EL 13.64' MLW, AS PROVIDED BY THE TOWN OF BARNSTABLE. BENCHMARK TAKEN FROM 263 MILLWAY ST. BOAT RAMP DETAIL PLAN BY BOURNE CONSULTING ENGINEERING PLANS DATED MAY 4, 2005, ENTITLED "SKETCH PLAN SHOWING EXISTING CONDITIONS AT THE BARNSTABLE HARBOR BOAT RAMP" • • 4. COORDINATES ARE BASED ON NAD83 MA STATE PLANE. VERTICAL DATUM SHIFT BETWEEN NGVD29 AND MLW IS 4.75', i PROVIDED BY TOWN OF BARNSTABLE SURVEY DEPARTMENT. 5. PARCEL LINES, SITE PEA TURES, AND TOPOGRAPHY FROM TOWN OF BARNSTABLE 'GIS AERIAL DATA DATED APRIL 2008. SUPPLEMENTAL TOPOGRAPHIC DATA AND LIMITS OF RIP RAP AND TOWN FLOATS FROM CLE SURVEY DATED 3/30/12.& 5/18/12. 6. SEAWARD LIMIT OF BUSH POINT BOAT RAMP TAKEN FROM AS-BUILT PLAN ENTITLED "BUSH POINT BARNSTABLE HARBOR" FROM DEPARTMENT OF FISHERIES, WILDLIFE & ENVIRONMENTAL LAW ENFORCEMENT" DATED 1986. CONTRACTOR • SHALL CONFIRM .BOTTOM L OCA TION/ELEVA 7ION OF EXISTING BUSH POINT BOAT RAMP AND DREDGE AT 5H:1 V SLOPE TO •• PROPOSED DREDGE DEPTH PLUS 1-FT ALLOWABLE OVERDREDGE. -7. LOCATION OF EXISTING TOWN DOCKS AT THE TOWN MARINA ARE BASED UPON CLE ENGINEERING, INC. SURVEY CONDUCTED ON 05/18/12. OTHER EXISTING DOCKS, PILINGS, STRUCTURES AS SHOWN, BASED UPON INFORMATION PROVIDED BY AERIAL IMAGERY DATED 03/11/12 AND FROM THE PLAN ENTITLED: "CHANNEL AND HARBOR SURVEY" BY BOURNE CONSULTING ENGINEERING DATED 12/28/98. 8. EXISTING BASIN (AREA 1) AND CHANNEL (AREA 3) LIMITS/DEPTHS PREVIOUSLY AUTHORIZED UNDER THE FOLLOWING APPROVALS: PE'RM!T/APPRDyAL PERMLT/APPROVAL NO. DATE ISSUEJ.I MEPA ENP SECRETARY CERTIFICATE EOEA #9522 10/25/1993 ORDER OF CONDITIONS DEP FILE NO. SE-2553 02/07/1994 MA DEP WATER QUALITY CERTIFICATION TRANSMITTAL #56150 06/03/1994 MA DEP CHAPTER 91 PERMIT PERMIT NO. 274 05/15/1995 U.S. ARMY CORPS OF ENGINEERS PERMIT PERMIT Na 199202570 05/12/1994iceoflF- S4,MA CZM FEDERAL CONSISTENCY CERTIFICATION05/20/1994 ,y • MEPA NPC SECRETARY CERTIFICATE EOEA 3408 - a UZN Gv, I�•`1 11/09/2006 � i" ORDER OF CONDITIONS DEP FILE NO. SE 3-4582 01/16/2007 acivil, a 1 SUPERSEDING ORDER OF CONDITIONS DEP FILE NO. SE 3-4582 10 29 2007 • U' MA DEP WATER QUALITY CERTIFICATION TRANSMITTAL #W057766 OJ 07 2005 ��C TRANSMITTAL #WQ9781 D (AMEND #1) 11/07/2007 . ::: ST i TRANSMITTAL #W097810 (AMEND #2) 06/26/2008 ASS a• ;' MA DEP CHAP TER Si PERMIT PERMIT NO, 1196210NA '. �/- 06/18/20088 ;l 1 U.S. ARMY CORPS OF ENGINEERS PERMIT PERMIT NO. 20044187 07/18/2U06 MA CZM FEDERAL CONSISTENCY CERTIFICATION 06/26/2008 ) i' ,� . 9. DREDGE SEDIMENTS TO BE DISPOSED OFF SHORE AT CAPE COD BAY DISPOSAL SITE CCBDS AT MA PERMITTED LANDFILL FACILITYT AND/OR AN UPLAND SITE FOR BENEFICIAL RE-USE AS PER THE APPROVAL OF MA DEP. & USAGE. ' 10. CONTRACTOR TO CONFIRM LOCATION OF EXISTING TOE OF RIPRAP AND MAINTAIN A 5—FOOT OFFSET AND 3Hr 1V SIDESLOPE TO PROPOSED DREDGE DEP TH. 11. EXISTING FLOATS AND GUIDE PILES LOCATED WTHIN/ADJACENT TO PROPOSED DREDGE AREAS TO BE TEMPORARILY REMOVED PRIOR TO THE START OF WORK AND REINSTALLED UPON THE COMPLETION OF CONSTRUCTION. 12. PROPOSED HYDRAULIC DREDGE LINES AND ASSOCIATED EFFLUENT DISCHARGE LOCATIONS ARE APPROXIMATE AS SHOWN AND WILL BE USED ONLY MTH A HYDRAULIC DREDGE OPERATION. ONE OR BOTH LOCATIONS MAY BE USED DEPENDING UPON THE DEWATERING METHOD USED DURING CONSTRUCTION. 13. LAND CONTAINING SHELLFISH AREAS, AS SHOWN, ARE BASED UPON THE MOST CURRENT AVAILABLE MA GIS DATA AND REPRESENT POTENTIALLY SUITABLE HABITAT. 14. EXISTING FEMA (NGVD29) FLOOD PLAINS FROM FEMA FIRM MAP "TOWN'0F BARNSTABLE, MASSACHUSETTS, BARNSTABLE COUNTY, PANEL 1 OF 25, COMMUNITY PANEL NUMBER ,250001 0001 D, MAP REVISED, JULY 2, 1992. 15. THE INFORMA TION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME. INTERPOLATED 'INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS, OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. CONSULT WITH CLE ENGINEERING FOR MORE DETAILED INFORMATION. 16. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED.PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMATION • CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE. ENGINEERING INC. COPYRIGHT 2012, CLE ENGINEERING INC. PURPOSE: PROPOSED IMPROVEMENT DREDGING PROPOSED DREDGING OF BARNSTABLE AT PUBLIC BOAT RAMP, MAINTENANCE DIGGING GENERAL NOTES INNER HARBOR IN BARNSTABLE, MA OF CHANNEL.. AND BASIN AND TO RESTORE/ IMPROVE ACCESS TO NAVIGABLE WATERS. DATUM: MLW 0.0 AT: MILLWAY ROAD MHW = 9.5' PERMIT NO. 13355 COUNTY OF: BARNSTABLE • H11. = 12.4' Approver by.Department Of Environmental Protection APPLICATION BY: TOWN OF BARNSTABLE • �15ECREEK RD.INMARION, MA 02738 O ® °' 2012• nv ,REV. 09/9$/2012 SHEET 7 OF 7 /4,. , DEPARTMENT OF THE ARMY acri i NEW ENGLAND DISTRICT,CORPS OF ENGINEERS 696 VIRGINIA ROAD M CONCORD,MASSACHUSETTS 01742-2751 REPLY TO '_`'Q� ATTENTION OF September 13,2012 Regulatory Division CENAE-R-PEA File Number: NAE-2012-00990 John Juros Department of Public Works Town of Barnstable 382 Falmouth Road Barnstable,Massachusetts 02601 Dear Mr.Juros: We have reviewed your application to conduct maintenance dredging of the Inner Harbor Basin and Navigation Channel to-6 mean low water with a-1 foot over dredge and to conduct improvement dredging to create new access channel from the Blish Point Public Access Boat Ramp to the existing navigational channel. The improvement dredge channel will be 24 feet wide by 66 feet long to-6 mean low water with a-1 foot over dredge. The total dredge volume will be approximately 9,700 cubic yards and will encompass+1- 105,297 square feet of area. If mechanical dredging occurs the sediments will be dewatered in-scow/barge with the use of silt curtains or sediments will be transferred from the scow/barge to land for dewatering by gravity methods at the designated dewatering areas shown in the attached plans. If hydraulic dredging takes place the slurry will be pumped and dewatered at the dish Point Boat Ramp parking lot or a site located adjacent to the dredge area and Freezer Road and Millway Road utilizing either geotubes or a mechanical belt press system. The sediments will either be disposed of/beneficially used as daily cover at the Bourne Landfill, beneficially used for a noise attenuation berm at the West Barnstable Shooting Range,and/or used as fill at Robert Childs,Inc in South Dennis, Massachusetts. Sediments represented by Composites B,D,and E and Individual Core S-12 as identified in Figure 1 and shown on Figure 2 may be disposed of at the Cape Cod Bay Disposal Site. All structures shown on the attached plans belonging to the Town marina may be retained and maintained. This project is located in Barnstable Harbor off of Millway Road, Barnstable, Massachusetts. The work is shown on the attached plans entitled"PROPOSED DREDGING OF BARNSTABLE INNER HARBOR IN BARNSTABLE,MA",on 9 sheets,and dated"7/11/12". Based on the information you have provided,we have determined that the proposed activity,which includes a discharge of dredged or fill material into waters or wetlands,will have only minimal individual or cumulative environmental impacts on waters of the United States, including wetlands. Therefore,this work is authorized as a Category 2 activity under the attached Federal permit known as the Massachusetts General Permit(GP). This work must be performed in accordance with the terms and conditions of the GP and also in compliance with the following special conditions: -2- 1. If sediments represented by Individual Core S-12 are to be dispose of at the Cape Cod Disposal Site the shall be disposed of first and then followed by the balance of suitable material. 2. The work authorized herein shall not be conducted during the time of year(TOY) restriction of February 1 to June 30 in order to minimize adverse impacts to winter flounder and horseshoe crab spawning and development. 3. Dredge material shall be dewatered in the dewatering areas shown on the attached plans. This will allow the suspended sediment to settle and the filtered water to flow back to Barnstable Inner Harbor. The scheduling of dredging and dewatering shall be such that the capacity of the dewatering area is not exceeded under any circumstances. 4. Periodic maintenance dredging to the area and depth limits described herein is authorized for ten years from the date of issuance of this permit,provided disposal of the dredged material is at an upland site. However,the permittee must notify this office,in writing,60 days before the intended date of any such dredging and shall not begin such dredging until written authorization has been obtained. This 60-day notification is not required for the initial new and/or maintenance dredging authorized by this permit. A separate authorization shall be required for such dredging if the material to be dredged is to be deposited in open or ocean waters and/or wetlands. 5. At least ten working days in advance of the start date,the permittee or their agent shall notify the First Coast Guard District,Local Notice to Mariners Office,(617) 223-8356,and Aids to Navigation Office,(617)223-8358,of the location and estimated during of the dredging and disposal operations. 6. Except when directed otherwise by the Corps for site management purposes,all disposal of dredged material shall adhere to the following: a. The permittee shall release the dredged material at a specified set of coordinates within the disposal site with the scow at a complete halt. b.When a disposal buoy is present at the specified coordinates,disposal shall occur with the side of the scow at least 100 feet and no greater than 200 feet from the buoy to minimize collisions with the buoy. These requirements must be followed except when doing so will create unsafe conditions because of weather or sea state,in which case disposal with the scow moving only fast enough to maintain safe control(generally less than one knot)is permitted. Disposal is not permitted if these requirements cannot be met due to weather or sea conditions. In that regard,special attention needs to be given to predicted conditions prior to departing for the disposal site. -3- 7. Silent Inspector. System Requirements a.Every discharge of dredged material at the disposal isite requires monitoring by the contractor. This disposal monitoring of dredging projects must be performed using the Dredging Quality Management(DQM)sy'Istem software and hardware system [formerly Silent Inspector(SI)]developed by the Corps. The DQM system must have been certified by the Corps within a year of the disposal activity. See the National DQM Support Center site https://si.usace.army.mil for additional DQM information. Questions regarding certification should be addressed to the DQM Point of Contact at the Corps New England District [ Norm Farris, (978)318-8336]. b.The permittee is responsible for ensuring that the system is operational throughout the project and that project data are submitted to the National SI. Support Center in accordance with the specifications provided at the aforementioned website. If any component of the system is inoperable, disposal may not take place unless otherwise authorized by the Corps New England District DQM Point of Contact. c.The DQM system used by the permittee must be capable of providing the information necessary for the Scow Monitoring Prole Specification. The permittee is also responsible to provide the Corps(see below for submittal information)with a record of estimated barge volume for each trip. If barge volume information is not provided through the SI system utilized,the permittee must submit a weekly report to Corps that provides estimated volume(cubic yards),date and disposal time for each trip. The data collected by the DQM system shall,upon request, be made available to the Corps. d.For the initiation of disposal activity and any time disposal operations resume after having ceased for one month or more,the pernittee or the permittee's representative must notify the Corps at least ten working days before the date disposal operations are expected to begin or resume; See below for contact information. The information to be provided in this notification is:permit number,permittee name, address and phone number,phone number of the dredging contractor, name,address and phone number of towing contractor, estimated dates dredging is expected to begin and end,name of all disposal vessels to be employed in the work and copies of their certification documents, name of the disposal site,and estimated volume of r ►aterial to be dredged. Disposal operations shall not begin or resume until the Corps issues a letter authorizing the initiation or continuation of open-water disposal. The letter will include disposal point coordinates to use for tht specific project at that time. These coordinates may differ from those specified for other projects using the same disposal site or even from those specified earlier for this project. It is not necessary to wait ten days before starting disposal operations. They may start as soon as this letter is issued. -4- 8. If any material is released beyond the limits specified in this permit,the Captain or the permittee must notify the Corps immediately by phone(see below for contact information). Information provided shall include disposal coordinates,permit number,volume disposed, date and time of disposal,circumstances of incident, disposal vessel name,name of caller, and phone number of caller. If no person is reached at the number above, a voice message with the relevant information should be provided. In addition,a detailed written report must be provided to the Corps within 48 hours following any such incident. 9. Unless otherwise stated,all submittals and coordination related to these special conditions shall be submitted via:a)MAIL: PATS Branch- Regulatory Division, Corps of Engineers,New England District,696 Virginia Road,Concord,MA 01742- 2751,b)EMAIL: charles.n.farris@usace.army.mil;or c)FAX: (978)318-8303. Direct dredge related questions to(978)318-8336 or(978)318-8338. Documents which are not addressed in this manner may not reach their intended destination and do not comply with the requirements of this permit. 10. The Coast Guard, Sector Southeastern New England, Waterways Management Division,(401)435-2351,shall be notified, at least ten working days in advance of the intended start date,of the location and estimated duration of the dredging and disposal operations. An alternate contact is the Coast Guard Command Center, Woods Hole,(508)457-3211. 11. Disposal of dredged material at the Cape Cod Bay Disposal Site(CCBDS)shall not occur between January 1 and May 15,of any year,in order to protect right whales. 12. A marine mammal/turtle observer approved by National Marine Fisheries Service (NMFS) shall be present on the towing vessel for all disposal activities. 13. In the event that marine mammals or turtles are sighted within 1,500 feet of the specified disposal location,the tug captain and observer shall abide by the following applicable disposal procedures: a.If the animals are sighted within 1,500 feet of the specified disposal location,note species,number of animals,direction of travel,and behavior(feeding,in transit, etc.). . b.If the animals are within 1,500 feet of the specified disposal location and appear to be moving away from it,wait until they have cleared the specified disposal location by 1,500 feet and then proceed with disposal at the specified disposal location. c.lf the animals are within 1,500 feet of the specified disposal location and appear to be remaining stationary,or are outside 1,500 feet but appear to be moving towards the specified disposal location,proceed to the alternate disposal location, as specified in the Corps letter authorizing the initiation or continuation of open- water disposal. -5- 14. if the disposal occurs in darkness or otherwise limited visibility,the tug shall employ its searchlight for the benefit of the observer beginning 2,000 feet from the disposal location. 15. Under no circumstances shall disposal occur within 1,500 feet of a sighted marine mammal or turtle. 16. The observer shall document each trip using the sighting log form that the Corps will supply when disposal coordinates are specified. The permittee must ensure that these sighting log forms are fully completed and submitted to the Corps within one week of the trip date(see above for address and phone numbers). The National Marine Fisheries Service has not provided conservation recommendations regarding the effects of your project on Essential Fish Habitat(EFH)as designated under the Magnuson-Stevens Fishery Conservation and Management Act. You are responsible for complying with all of the GP's requirements. Please review the attached GP carefully, in particular the GP conditions beginning on Page 6,to familiarize yourself with its contents. You should ensure that whoever does the work fully understands the requirements and that a copy of the permit document and this authorization letter are at the project site throughout the time the work is underway. This determination becomes valid only after the Massachusetts Department of Environmental Protection(MassDEP)issues or waives Water Quality Certification (WQC)as required under Section 401 of the Clean Water Act. In the event the MassDEP denies the 401 WQC, this determination becomes null and void. The address of the MassDEP Regional office for your area is provided in the attached GP. Your project is located within,or may affect resources within the coastal zone. The Massachusetts Office of Coastal Zone Management(CZM)has already determined that no further Federal Consistency Review is required. The time limit for completion of the open-water disposal authorized by this GP is three years from the date of this letter. There shall be no open-water disposal after that completion date without further authorization in writing from the Corps. The time limit for completing other authorized work(if any)is given in the following paragraph. This GP expires on January 21, 2015. Activities authorized under this GP that have commenced(i.e.,are under construction)or are under contact to commence before this GP expires will have until January 21,2016 to complete the activity under the terms and general conditions of the current GP. For work within Corps jurisdiction that is not completed by January 21,2016, you will need to reference any reissued GP to see if your project is still authorized under Category 1 (no application required),or Category 2(application required). If it -6- is no longer authorized you must submit an application and receive written authorization before you can continue work within our jurisdiction. Please contact us immediately if you change the plans or construction methods for work within our jurisdiction. This office must approve any changes before you undertake them. This authorization requires you to complete and return the attached Work Start Notification Form to this office at least two weeks before the anticipated starting date. You must also complete and return the enclosed Compliance Certification Form within one month following the completion of the authorized work. This authorization presumes that the work as described above and as shown on your plans noted above is in waters of the U.S. Should you desire to appeal our jurisdiction,submit a request for an approved jurisdictional determination in writing to this office. This permit does not obviate the need to obtain other federal, state,or local authorizations required by law,as listed on Page 2 of the GP. Performing work not specifically authorized by this determination or failing to comply with any special conditions provided above or all the terms and conditions of the GP may subject you to the enforcement provisions of our regulations. We continually strive to improve our customer service. In order for us to better serve you, we would appreciate your completing our Customer Service Survey located at http://per2.nwp.usace.army.mil/survey.html Please contact Richard Kristoff,of my staff at 978-318-8171 if you have any questions. Sincerely, / / ;‘-`'L Karen K. Adams Chief, Permits&Enforcement Branch Regulatory Division Attachments -7- Copies Furnished: Ed Reiner,U.S. EPA,Region 1,Boston,Massachusetts,reiner.ed@epa.gov Elizabeth F.Kouloheras,DEP SERO,Wetlands and Waterways,Lakeville, Massachusetts, do lisa.ramos@state.ma.us Robert Boeri,Coastal Zone Management, Boston,Massachusetts, Robert.Boeri@state.ma.us Steve Pothier,First Coast Guard District(dpw-2), Boston,Massachusetts, steven.r.pothier@uscg.mil Rob Gatewood, Conservation Commission,Barnstable,Massachusetts, rob.gatewood@town.barnstable.ma.us Christine Player,CLE Engineering,Inc.,Marion, Massachusetts, CPlayer@cleengineering.com I gill. US Army Corps GENERAL PERMIT of Engineers q. WORK-START NOTIFICATION FORM New England District (Minimum Notice: Two weeks before work begins) ****************************************************************************** * MAIL TO: U.S.Army Corps of Engineers,New England District * * Permits and Enforcement Branch * Regulatory Division * 696 Virginia Road * * Concord,Massachusetts 01742-2751 * ***********************************,****************************************** Corps of Engineers Permit No.NAE-2012-00990 was issued to John Juros/Town of Barnstable, on September 13,2012. This work is located in Barnstable Harbor off of Miliway Road, Barnstable,Massachusetts. The permit authorized the permittee to conduct maintenance dredging in Barnstable Inner Harbor, create a new channel to the Blish Point Access Boat Ramp, and retain and maintain all existing structures. The people(e.g.,contractor)listed below will do the work,and they understand the permit's conditions and limitations. PLEASE PRINT OR TYPE Name of Person/Firm: Business Address: Telephone Numbers: ( ) £ ) Proposed Work Dates: Start: Finish: Pennittee/Agent Signature: Date: Printed Name: Title: Date Permit Issued: Date Permit Expires: ****************************************************************************** FOR USE BY THE CORPS OF ENGINEERS PM: Richard Kristoff Submittals Required: Inspection Recommendation: US Army Corps of Engineers c (Minimum Notice:Permittee must sign and return notification New England District within one month of the completion of work.) COMPLIANCE CERTIFICATION FORM Permit Number: NAE-201 2-00990 Project Manager Richard Kristoff Name of Permittee: John Juros/Town of Barnstable Permit Issuance Date: September 13,2012 Please sign this certification and return it to the following address upon completion of the activity and any mitigation required by the permit. You must submit this after the mitigation is complete, but not the mitigation monitoring, which requires separate submittals. ****************************************.********************************* * MAIL TO: U.S.Army Corps of Engineers,New England District * * Permits and Enforcement Branch A * * Regulatory Division * * 696 Virginia Road * Concord,Massachusetts 01742-2751 * ******************************: ****************************************** Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification,or revocation. I hereby certify that the work authorized by the above referenced permit was completed in accordance with the terms and conditions of the above referenced permit,and any required mitigation was completed in accordance with the permit conditions. 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GRAPHIC SCALE 80 DATUM: MLW = 0.0Eiiii iv �d AT: MILLWAY ROAD MHW = 9.5' COUNTY OF: BARNSTABLE Fill 12.4' APPIJCATION BY: TOWN OF BARNSTABLE 1 INCH=80 FEET CLE ENGINEERING, INC. SHEET 3 OF 9 15 CREEK RD. MARION. MA 02738 i': i ...." -' / „_, I T i,it 1,1 'i,':: \„ , c,.\. \\%,, \ !, •_ i 11LQ7 ' 1 �� .' m b „i r / 1 / 1 t \ , t \ �` ♦ y 4 Ili, /� r • \\\\ 81 ` \� '°° +, �%�' 9b , • \4N• \ \ �° I+ \ 1. \..::"Nk.. \ ♦ ce ,4-- ` 11 ` \ • :uj�•'�. +v..•'/ ib z'II G b `i•l \ .. n ' \� \Y • dA} 333tl 40 1Vl� Tl„` ` k - \ '1 % j N1R lt1a '.. ' :enf, " rJ C C va m90 rn /---,.., N.\. 1sa '�Sb \\,,,3• V_\':;r. c::✓.ram a .:r` -�. `� '�L:1 ^n;%` '4'. 1• '4'biti's °nl PI e ��'3!sr,*�-', t'.`�. - ;'��j `s'•' i?CJ J(0 i/ • ROX. .+' •.•. Opt fig' �.:). ofie�•,,..--yZ .14 4' ' v �'.➢•'+ o r 1 rZ: \ -t PROP Nf �'P, \ cJ+•`sz 4�- *• 3 '0,- 1 J , O J J / r J J J `�} 1n •\'��*,.,. 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S •y� ty � s' "Vt ,.. sb 9 .1 4)'v I--- :�7 r'L� .� 9 ea 4• 9 . •bl 77 t.t. , W L+6 O O O '.0 uJ C a8 Q/ ,. L¢ `g �LP.t .',1 ♦ Y r J.. n a m P rn W P r .1 4 Q.•� s ye �xE�._ � ;b�� } •• 1 ~--'.-?•-- �' 1 K C r o Y 1 "x es .n+'`t za • ! '��{�1�f- - `" I 1 im I a4 + .T xy v 41 ie x , •t •.`.. 1�' l �'I �� \ �' F3 o _it C O4,{ , .' �;� i? 1�°`' ,y --s I +j ry-�`�•-`-.�T� gyp{ .4� �9x hce 1.� 5 4 t5�..7Q .. .. , T Tp �pn LCHL.,11\Llt,t \\\\\�.+�� N iI oaf �a,s c� pz '.;a:"'�.' '`.'fi 1+!` '. VNfn .tw V,0O1 fLW p1 WVA �9'br, •.4.i ` `�4: ,- '�.4 l�� < -<-<-C 1 \IX ),�� .e+a6se.. 7,zata:.kaC�7,Vi ,�<• �!,% �d0�(VV.\ C NC‘t*t"\--...„\ . . :is ''''‘''' ',-,74*- 4;1‘,,..,,litt*."4-41, •�l°y7 1!/f ‘ \ \'*Y' \.. ,a\\ '1;-t, ,'\, Wit. . ...1-. :!1,i1 'ill/I PURPOSE: PROPOSED IMPROVEMENT DREDGING PROPOSED DREDGE PROPOSED DREDGING OF BARNSTABLE AT PUBLIC BOAT RAMP. MAINTENANCE DREDGING PLAN INNER HARBOR IN BARNSTABLE, MA OF CHANNEL AND BASIN AND TO RESTORE/ GRAPHIC SCALE IMPROVE ACCESS TO NAVIGABLE WATERS. 16ri DATUM: MLW = 0.0 ° 10 eD AT: MILLWAY ROAD I MHW = 0.5' COUNTY OF: BARNSTABLE 12 4, APPUCATION BY: TOWN OF BARNSTABLE I 1NCH=80 FEET CIF ENGINEERING, INC. r 15 CREEK RD. MARION. MA 02738 SHEET 4 OF 9 ]. o' i au �'9 i3 2.-r 1)' ,•a.E '_•',, Su ,`'4�i'6n- ni` '1%E `..• f s I i • 1 r if 99 ° ` ,. ,° s` •44.LX n 'tea]aSyi P I /f O:n' 9Y. .E �i�• `El '� 7 ]-.a aS 5 L._-„LH.Li 1 S• '�f.. 1. \ 'is 9b E Y ¢ +(. v ] '..a�a j j ? i9 I _ " i 1 r I !Ye 19 .., ,i 1 .1 4] gYs a^. �.._ { 2� 9� a� ,e 6a.S `.�.t��t �S I \ ! f 'I ! f �_ S1 • � .9,. E E q 1 ir_ _,31 E a` ilia �t95'Y 1�. 14.2 4'V 2 . .' I \ 4�} .°e Y 9 -co-- 9 a` 41 4 UE.1 b!a e . -! ; -C , ]C a• S ] 5 4_ }' xc a���a� 1.°.ti� :9 ''.°r '5]+���iw� y a yr ^ " ' a• ,$b n N.� vv o '"^ "`z' :`aqS:„y s e� V ! 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J 9 is ,f ; / :2 uci VVIV2c �c'1g. 6 4 /•, w-- o my >< 6 . is ▪ / I �i y1W% !! f . m� ro� NC o ` ''Ah"' yP}TE b` �0�� l�P , Is.; CIR �0 w +, y1r �ar.]sb a 41 4{ w i•,.IO D O-'1 -i , i 4 l �I at iae•'i ae `° •`t 1 �ll --t p �y —O 0.0 `Off'' '� (Irr a 1{ Dt $ 4 l�,� i, .�*� I 0 f•1*V7 N ,�I ` �l )r K.,� ,.42 z w N_ x m g i� I/f c :� - \ \ r --I M>7) -� ;� c, yt co r ,{co --Ti U. IM F. ��, F.-ti•_ io`:�i;'9a .........-A�� ' 1 =Q r0 r.Jp Cz O c• --w L}° .aw ff1-`fi r` �O HIV DO g ty a o �� �.y�S oNryw 4�, 1 m n, PI m rr 0�CA fx 1,4 m j P y°. Ain m v y ; 1� 47. O , Q �_ PURPOSE: PROPOSED IMPROVEMENT DREDGING P TTTING TOWN MARINA PROPOSED DREDGING OF BARNSTABLE AT PUBLIC BOAT RAMP, MAINTENANCE DREDGING SITE PLAN INNER HARBOR IN BARNSTABLE, MA OF CHANNEL AND BASIN AND TO RESTORE/ IMPROVE ACCESS TO NAVIGABLE WATERS. DATUM: MLW = 0.0 GRAPHIC SCALEAT: MILLWAY ROAD MHW = 9.5' COUNTY OF: BARNSTABLE ' Hit = 12.4' APPLICATION BY: TOWN OF BARNSTABLE CLE ENGINEERING, INC. 1 INCHJ80 FEET 15 CREEK RD. MARION, MA 02738 SHEET 5 OF 9 IEL.E.VAFTON IN FEET (MLW) Ico �` 0 i Co N w O t I 1 1 1 I I I ,.^-\/ / 1-1 1 •• ' } �V ELEVATION IN FEET (MLw) l\_/ .QS :_y E I cc F I i 1 ( NI Uz - ; / 1 '� a g 1 a I i-v:i. 0 m � I FF I •$`� 1�' • _ O � e �I v to e I ro 1-3 En 1,.... - •n r \V if 11 cE co 6. . r- ` ff- . C XN Is a o f` f oN ti rn • 4/4 — e v, ^ d 1 0 I : > in i 0‘' ----- . 4 ' t 1 0.t's u r, Pk m I 0 :13 :0 : R - ,/ I a, PI K 04g, j P Q i Ati co 1 , 0 m \ x Ir u! .}I 0 M 1 .k In AI I: • ..Alik OF 88.---;%.\ 0 g 8 : q c o- . Ri- 1 01 P 1 In c.... 0' N. M F`° .o (ARLOS G. g R o ` � \ I V . , a +plrtilA m CIYii ti k I• !� ;a I quo.36206� t �t 1 4 9 Fi "ii -v,„ Vstl.�l ///� IT ''ssroNALef'ir��WI/ PURPOSE PROPOSED IMPROVEMENT DREDGING EXISTING TOWN MARINA PROPOSED DREDGING OF :.• STABLE AT PUBLIC BOAT RAMP. MAINTENANCE DREDGING TYPICAL FLOAT SECTIONS INNER HARBOR IN BARNSTABLE, MA OF CHANNEL AND BASIN AND TO RESTORE/ IMPROVE ACCESS TO NAVIGABLE WATERS. GRAPHIC SCALE DATUM: MLW = 0.0 oiiii. "s a AT: MlLLWAY ROAD MHW = 9.5' COUNTY OF: BARNSTABLE Hit = 124'1 AFPUCATION BY: TOWN OF BARNSTABLE CLE ENGINEERING, INC. 1 INGH—B FEET 15 CREEK RD. MA_RION. MA 02738 SHEET 6 OF 9 1 ! l I HTL'EL`+12.4 1 i l ! 1 I I I . I 12 -� f i r Ty,s `T a 1 1 MH EL +9.5 1 F_1 _Th ,,,„ f 7 EX.a L .1_1 41 ___ •A 1 BULKHEAD ----1 , - - EX. RIP RAP )) 1I-T-� 1 Coo1 Zi IV1StBLE 80TTOM ,Q ( or RIP RAP , ` inT , - (SEE NOTE 10) 3 . o QMLW EL O.o ' 'pp�II 1 .fi l,1?. EX. GRADE I SIDE SLOPE NAL 1), \`� I I (TYP.) t, 3 ' I t -4 A . s I �f f DREDGEO::J°O:::G:: , 4 S%lh !1 -8 € 4DiRI'S -- EL -7.0 MLW L_ t. t ! -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 -- TYP. SECTION 1-1 4 ,_._.. ---T INNER HARBOR BASIN (AREA 1) • - 4 i i - - - 0 i MLW EL. 0.0 I _1 -I EX. GRADE r�+Lw EL, O. � I S r 7 a EX. GRADE Q_g — I , j s ' SIDE SLOPE f 1 �7{ 3 I DREDGE DEPTH TO y )I I , 1 I EL -6.0 MLW -a w._._ f €�� I I 1-fT. ALLOWABLE ovlTioREDGE SIDE SLOPE I • amE DEPTH TO -8 ` ` -1— 24- TO E1. -7.0 MLW Owl 3 1 k I I -40 -20 0 20 40 -1 It Fr. ALLOWABLE OVERDREDCE '`YP. SECTION 2-2 8 I �. WIDTH 60' t j P EL -7.0 MLN BUSH POINT BOAT RAMP ACCESS CHANNEL 0 20 40 60 80 100 120 (AREA 2) TYP. SECTION 3-3 INNER HARBOR CHANNEL (AREA 3) SEE GENERAL NOTES: SHEET 9 OF 9 PURPOSE: PROPOSED IMPROVEMENT DREDGING TYPICAL DREDGE PROPOSED DREDGING OF BARNSTABLE - AT PUBUC BOAT RAMP, MAINTENANCE DREDGING SECTIONS INNER HARBOR IN BARNSTABLE, MA OF CHANNEL AND BASIN AND TO RESTORE/ IMPROVE ACCESS TO NAVIGABLE WATERS. GRAPHIC SCALE DATUM: MLW = 0.0 0 6o AT: MILLWAY ROAD - MHW = 9.5' 4 COUNTY OF: BARNSTABLE I WI.. = 12.4' APPLICATION BY: TOWN OF BARNSTABLE CLE ENGINEERING, INC. 1 INCH=50 FEET HOR. 1 1MCN=5 FEET VER 15 CREEK RD. MARION, MA 0273E T. SHEET 7 OF 9 La rn X. PILE CAP 41 CO PILE EL 160 rr4' 20' EX. UMBER FLOATS 6 REQUIRED Z .. UNIT OF EX. ENTRANCE CHANNEL 1 I's w,l?TH t 60 F7 r..----- - �_ NTJEL�24 .-----^---_ 1 ------�-- ---- MHW EL, 9.5 da10 1=n £X. SEDIMENT ON la.inRAMP TO BE EX. CONC. RAMP 0 ZZ ....-I MAINT. REMOVED BY TOWN 0' -'-8.0' . % DREDGING IMPROVEMENT (NEW) DREDGING p t16V # PO.L uir_EL O.p. . t . . . . �z a 1- EX. GRAD �,� ' f� r .'. 8 a Z sz DREDGE DEPTH ��r -.- -3.0 MLW ( BOTT OF TAP) 0:- '6 CC1%CO TO '-6.0' MLW �w�� w� .-' riiii/i�iJ ./1I�/� ����� �� WABi E OVEROREDGE .I� 5- 1 V a M a 0 O TO -7.0' MLW PROP.BOTTOM OF RAMPTO EI. -7.0 SLOPE MLW BOTSOAd OF £X. 3"x8"LSHEE EX. ONG 14' i1 O Z (1-FT ALLOWABLE OVERDREDGE) SEE NOTE 6. I 0.Ce 2 O Q Z Q(� TYP. SECTION 2-2 �� FJLISH POINT BOAT RAMP ACCESS CHANNEI. � ' c {AIIEA 2) G 4 0 MA State Plane Coordnates f t c- CO'via u, A s.. location : co Q a w W Z w Northing Eestir�q ih p z> b- A 0 U A 2720838.30 983635.90 0 I1 Ila.II U o tr O g B 2720659.00 983795.40 oC @`� °j� W U o I! 8' 2720688.56 983769.10 4 �` U t771 4 U C ... 2720584.80 98389230 *4`4Wb1<o� Q ""+ a z D - 2720460.60 983950.80 .. Cr o .r E' 2720319.30 983987.33 E 2720228.40 984010.80 0 -----__F 1 2720213.00 983945.00 G 1 2719842.99 ' 983832.63 O I 2719786.96 983994.47 As-Built Sampling Location NIL 12 4 CD? I 2719609.44 984023.36 Location Northing Fasting 9�� 8 w a J - 2719986.00 98400&.00 S 1 2719814.868 983970.679 MHW a ' K 2720271.00 984149.00 S2 _2719904.1 92 - 983887.038 IE La L 2720375,10 984173.20 S3 2719957.154 983981.877 _ z z as M 2720387.00 984031.80 S4 2720081.668 983938.704 z r s` N 2720481.20 984007.50 S5 2720086.413 984016.925 NAVD 88 5 62 j a-' a O 2720623.50 983940.40 S6 2720191.398 983967.200 P 2720703.20 983836.50 4.75' E g id S7 2720181.941 984072.020 N6t/D 29, 2 4 Z u Q 2720871.20 983687.00 S8 2720309.557 984119.835 R 4/4736.22 983789.46 R O p O," s x S9 2720326.935 984016.725 in S 2720719.44 983807.46 ,t-a tl z S10 2720437.622 983983.762in T 2720751.81 983847.69 S11 2720655.435 983880.563 MLW �'d &Dada 3 ui ce cs U 2720780.20 983844.10 S 12 2720749.311 983818.252 �;i 0 z¢= ✓ I 2720770.79 983832. 1 i DATUM CHART m 4 W „ W. W ' 2720770.79 983832 41 I�) o a.Q v 0 E�ii SEE GENERAL NOTES: SHEET 9 OF 9 c g p l gj v GENERAL NOTES: I1. RESULTS OF HYDROGRAPHY FROM CLE SURVEY DATED 3/28/12 & 3/30/72. 2. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO DEPTHS BELOW MLW. 3. BENCHMARK IS CP1, LOCATED AT CENTER OF DRAIN AT. BOAT RAMP EL. 13.64' MLW, AS PROVIDED BY THE TOWN OF BARNSTABLE. BENCHMARK TAKEN FROM 263 MILL WAY ST. BOAT RAMP DETAIL PLAN BY BOURNE CONSULTING ENGINEERING 1 PLANS DATED MAY 4, 2005, ENTITLED "SKETCH PLAN SHOWING EXISTING CONDITIONS AT THE BARNSTABLE HARBOR BOAT RAMP" 4. COORDINATES ARE BASED ON NAD83 MA STATE PLANE. VERTICAL DATUM SHIFT BETWEEN NGVD29 AND MLW IS 4.75', PROVIDED BY TOWN OF BARNSTABLE SURVEY DEPARTMENT. 1 5. PARCEL LINES, SITE FEATURES, AND TOPOGRAPHY FROM TOWN OF BARNSTABLE GIS AERIAL DATA DATED APRIL 2008. SUPPLEMENTAL TOPOGRAPHIC DATA AND LIMITS OF RIP RAP AND TOWN FLOATS FROM CLE SURVEY DATED 3/30/12 & 5/18/12. 6. SEAWARD LIMIT OF BUSH POINT BOAT RAMP TAKEN FROM AS--BUILT PLAN ENTITLED "BUSH POINT BARNSTABLE 1 HARBOR" FROM DEPARTMENT OF FISHERIES, WILDLIFE & ENVIRONMENTAL LAW ENFORCEMENT" DATED 1986. CONTRACTOR SHALL CONFIRM BOTTOM LOCATION/ELEVATION OF EXISTING BUSH POINT 80AT RAMP AND DREDGE AT 5H:I V SLOPE TO PROPOSED DREDGE DEPTH PLUS 1-FT. ALLOWABLE OVERDREDGE. . 7. LOCATION OF EXISTING TOWN DOCKS AT THE TOWN MARINA ARE BASED UPON CLE ENGINEERING, INC. SURVEY CONDUCTED ON 05/18/12. OTHER EXISTING DOCKS, PILINGS, STRUCTURES AS SHOWN, BASED UPON INFORMATION PROVIDED BY AERIAL IMAGERY DATED 03/11/12 AND FROM THE PLAN ENTITLED: "CHANNEL AND HARBOR SURVEY" BY BOURNE CONSULTING ENGINEERING DATED 12/28/98. • 8. EXISTING BASIN (AREA 1) AND CHANNEL (AREA 3) LIMITS/DEPTHS PREVIOUSLY AUTHORIZED UNDER THE FOLLOWING APPROVALS: PERMIT/APPROVAL PERMIT/APPROVAL NO, DATE ISSUED MEPA ENF SECRETARY CERTIFICATE EOEA #9522 10/25/1993 ORDER OF CONDITIONS DEP FILE NO. SE-2553 02/07/1994 MA DEP WATER QUALITY CERTIFICATION TRANSMITTAL #56150 08/03/1994 MA DEP CHAPTER 91 PERMIT . PERMIT NO. 274 05/75/1995 U.S. ARMY CORPS OF ENGINEERS PERMIT PERMIT NO. 199202570 05/12/1994 MA CZM FEDERAL CONSISTENCY CERTIFICATION 05/20/1994 1 MEPA NPC SECRETARY CERTIFICATE EOEA #13408 11/09/2006 ORDER OF CONDITIONS DEP FILE NO. SE 3-4582 01/16/2007 SUPERSEDING ORDER OF CONDITIONS DEP FILE NO. SE 3-4582 10/29/2007 MA DEP WATER QUALITY CERTIFICATION TRANSMITTAL #W057766 03/07/2005 1 TRANSMITTAL #W097810 (AMEND #1) 11/07/2007 TRANSMITTAL #W09 7810 (AMEND #2) 06/26/2008 MA DEP CHAPTER 91 PERMIT PERMIT NO. 11962 06/18/2008 U.S. ARMY CORPS OF ENGINEERS PERMIT PERMIT NO. 20044187 07/78/2008 1 MA CZM FEDERAL CONSISTENCY CERTIFICATION 06/26/2008 9. DREDGE SEDIMENTS TO BE DISPOSED AT MA PERMITTED LANDFILL FACILITY AND/OR AN UPLAND SITE FOR BENEFICIAL REUSE AS PER THE APPROVAL OF MA DEP. 10. CONTRACTOR TO CONFIRM LOCATION OF EXISTING TOE OF RIPRAP AND MAINTAIN A 5-FOOT OFFSET AND 3H:IV 1 SIDESLOPE TO PROPOSED DREDGE DEPTH. 11. EXISTING FLOATS AND GUIDE PILES LOCATED WITHIN/ADJACENT TO PROPOSED DREDGE AREAS TO BE TEMPORARILY REMOVED PRIOR TO THE START OF WORK AND REINSTALLED UPON THE COMPLETION OF CONSTRUCTION. 12. PROPOSED HYDRAULIC DREDGE LINES AND ASSOCIATED EFFLUENT DISCHARGE LOCATIONS ARE APPROXIMATE AS SHOWN 1 AND WILL BE USED ONLY WITH A HYDRAULIC DREDGE OPERATION. ONE OR BOTH LOCATIONS MAY BE USED DEPENDING UPON THE DEWATERING METHOD USED DURING CONSTRUCTION. 13. LAND CONTAINING SHELLFISH AREAS, AS SHOWN, ARE BASED UPON THE MOST CURRENT AVAILABLE MA GIS DATA AND REPRESENT POTENTIALLY SUITABLE HABITAT. 14. EXISTING FEMA (NGVD29) FLOOD PLAINS FROM FEMA FIRM MAP "TOWN OF BARNSTABLE, MASSACHUSETTS, BARNSTABLE COUNTY, PANEL 1 OF 25, COMMUNITY PANEL NUMBER ,250001 0001 D, MAP REVISED, JULY 2, 1992. 15. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME. INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS, OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN 1 THESE RUNS. CONSULT WITT-I CLE ENGINEERING FOR MORE DETAILED INFORMATION. 16. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN 101111 . ' ITS USE AS IT RELATES TO THE TITLED PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF/fi 3. »• CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENG!NEE> C •cARLOS G. 1 COPYRIGHT 2012, CLE ENGINEERING INC. I p PEA CIVIL tNo,36206 11 i SsrONAt a� '�` �� PURPOSE: PROPOSED IMPROVEMENT DREDGING GENERAL NOTES PROPOSED DREDGING OF BARNSTABI 1 AT PUBLIC BOAT RAMP, MAINTENANCE DREDGING INNER HARBOR IN BARNSTABLE. MA OF CHANNEL AND BASIN AND TO RESTORE/ IMPROVE ACCESS TO NAVIGABLE WATERS. DATUM: MLW = 0.0 AT: MILLWAY ROAD MHW = 9.5' COUNTY OF: BARNSTABLE KM = 12.4' APPLICATION BY: TOWN OF BARNSTABLE CLE ENGINEERING. INC. SHEET 9 OF 9 15 CREEK RD. MARION, MA 02738 I It US Army Corps GENERAL PERMIT of Engineers® WORK-START NOTIFICATION FORM New England District (Minimum Notice: Two weeks before work begins) ****************************************************************************** * MAIL TO: U.S. Army Corps of Engineers,New England District * * Permits and Enforcement Branch * Regulatory Division * 696 Virginia Road * Concord,Massachusetts 01742-2751 ****************************************************************************** Corps of Engineers Permit No.NAE-2012-00990 was issued to John Juros/Town of Barnstable, on August 24,2012. This work is located in Barnstable Harbor off of Millway Road, Barnstable, Massachusetts. The permit authorized the permittee to conduct maintenance dredging in Barnstable Inner Harbor,create a new channel to the Blish Point Access Boat Ramp,and retain and maintain all existing structures. The people(e.g.,contractor)listed below will do the work, and they understand the permit's conditions and limitations. PLEASE PRINT OR TYPE Name of Person/Firm: Business Address: • Telephone Numbers: ( ) _ ( ) Proposed Work Dates: Start: Finish: Permittee/Agent Signature: � Date: Printed Name: Title: Date Permit Issued: Date Permit Expires: ****************************************************************************** FOR USE BY THE CORPS OF ENGINEERS PM: Richard Kristoff Submittals Required: • Inspection Recommendation: EI�ve US Army Corps of Engineers (Minimum Notice: Permittee must sign and return notification New England District within one month of the completion of work.) COMPLIANCE CERTIFICATION FORM Permit Number: NAE-2012-00990 Project Manager Richard Kristoff Name of Permittee: John Juros/Town of Barnstable Permit Issuance Date: August 24,2012 Please sign this certification and return it to the following address upon completion of the activity and any mitigation required by the permit. You must submit this after the mitigation is complete, but not the mitigation monitoring, which requires separate submittals. ************************************************************************* * MAIL TO: U.S.Army Corps of Engineers,New England District * * Permits and Enforcement Branch A Regulatory Division * * 696 Virginia Road * * Concord,Massachusetts 01742-2751 * ************************************************************************* Please note that your permitted activity is subject to a compliance inspection by an U.S.Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension,modification,or revocation. I hereby certify that the work authorized by the above referenced permit was completed in accordance with the terms and conditions of the above referenced permit, and any required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Printed Name Date of Work Completion I Telephone Number Telephone Number 10-year Comprehensive Dredge& � � s Beach Nourishment Project Barnstable Harbor&Blish Point Town of Barnstable,MA April 2020 EXHIBIT E Permit Plans I ;, tIPAlgt:',. ,43 , 6''''* t4,4 _._, _ `AERIAL FROM GOOGLE.2017q a' SANDY NECK COTTAGE - ,tr P Q ` , , AREA(BH B3) ;`, R t6, d , l } A c t� i • ,y�. .f- 7 4 ,u 4 k 4:Xd, efrlil▪ i • i ,,,,„,,t,,i ,,,,,,1:11 ,,,_ifliki.... ..„..‘„ ., 1 \•,-,rs',,,•..;- It : B.RNSTABLE 1�" r 0 . .j, , •,f'. r t ,w`'�'""" ., r MILLWAY BEACH (BH-B1)x'' tu f 0 �'f HARBOR r` �r o�' I BLISH POIN�I BOAT RAMP"".• _ 1 II41 . >, jS .T - & '�6'7,,BARNSTABLE ENTRANCES ' .ft . ▪,. .. CHANNEL 3 ` , [] . ' *: SITE LOCATION: ; • ° BARNSTABLE HARBOR &SANDY NECK SA Y , 1 ; Y. ` ECK ,, - --. A , , ` % r Ra' x '*-. yam _ i�a .�`+'; Y a � a � � of .,1��.* f � �'� 1. , 14 .E 1 ��t *"'s *«,11 .« 1 1110 • A C-. '...,' 1.• P.,4 1 '''.• • •• N.,.., ..4:44,•• -' I. .. -• 1 .%•f.k. Ct .y --. C (a ` •'- 'Referent 4 �.- 'a *' . ;. , '. ' 4• . .# /,' 1+'',i t* r*+- trq+" J• ' as ,*w• "� aC +a' `i '` t�S, +Sj t'It I4 1 ,. :1 1. .4 r., . 'mot• ' + • rtf 03 , 4 r RP r.F' , . . 1 . :wt'r+�.!'wea, ♦ , .y xt ,++' + x i s x•*Mr*..'• M. if-s CCBDS IS CENTERED AT _ ' r. ' n' ,I, 1` .1 arr _* i f Cape Bey T"` 1 i w�*. = S '-Ti' \ ;�. ` .* + ; . s - Disposal• $to�,: ...a - ^ ,`,N�r '' J a SITE LOCATION: CAPE COD BAY DISPOSAL SITE .-; J ' ,. NOT TO SCALE ;, • FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING ,., ENVIRONMENT,LLC MLW=0.0' BARNSTABLE HARBOR AND BLISH POINT CHANNELS 15 CREEK ROAD MHW=+g.5' SITE LOCATION PLAN E MARION,MA 02738 AHTL=+12.4' TOWN OF BARNSTABLE 3 GRAPHIC SCALE BARNSTABLE HARBOR/ BARNSTABLE,MASSACHUSETTS g �O 22t 111) I 1 �0 45I0 SANDY NECK& CCBDS 382 HYANNIS MUA 02601TH AD 9 SCALE IN FEET DATE:APRIL 14,2020 SHEET 1 OF 14 OUTFALL / 1/ �r� .-\---, �,e p2 , LOCATION BLISH POINT BOAT RAMP 1 ..cis _,� '� V , ,, r. / ACCESS CHANNE I� L ;. ► ��' ' (TYP.) (98'LONG x24'WIDE v �f, t• r � Vi MAP 301 7TI r____ _ MAc o00 (SEE SHEET 3 „A*, MAP `or oosE 1> `i t. „___- ___-JL27 I �-"� / MAP 301 x x ti� \tali ,� .,-.0' fl yc��A' JJ LOT 007 4 '1 V i� 1 -� -- / \ x x� �� 1 MAP 3�� x x/x `.•• r v--•� � 4 LOT 063001 ---\ 1 FEMA PROP. DEWATERING� I ` ' ` %^ ��` 1. � � � 2�, I � , -ZONE AE . .... .. .. MAP 30 X x : •, �.��C'�,��:.� I LOT/063 I,V� .U1�� \C\a`� •�,I Cy �i /i -,A.�. �` `sue \ `i1I (EL 12 FT) --_ — LOT ss ��� = = '! \,��� 1.4.. 1 c(, 7 --' 1, _-� tiN,,, ' _ , ``r ' V1 1 ' - _`/ MAP 301:- - =• 1 Q�``�', (5: / 71 MAP 301 I — IVIILLWAY BEACH �— � � LOT 064 PO�NT'�'I►, •.`��•,`�\ \ NOURISHMENT L-. 010 'v"-- _%_-_--: '1/ •• �` ;;4 .. O 01 -___::_ --�- �M1ti= _r__, UBH-B1 ') LOT 0 1 ?.^` NE• ---___:--1 \,�" \% X 0 ( )ram:!/mA,..,- / MAP 301 _ r �!'�`D�_.�: -' .�1 \. ,�` ‘'. _/ (SEE SHEET 4),_ / ....„.../0T 009 C S lam:-:,, ��••�•�/t/ \ 4 x / 1 �Q 0 f r ✓.,.iiik -.4 1.r�••1•�11t y�•1!' _� Q- \ LA �',%-50\ s c�•S•1�1at10.•••111,444.11•"' . C -d• ii ND X x x , 1 `- /o/Epp,o;_0 i �1•001, $1/1_Ii BE STgL /V X x x X/ ... •, E N X X x x Po dYo / + + :_//„ ,,�i,• • x X x X k �-0 ��b \43 MAP 301 " .*� x x TiX x l X x X v o > LOT 023 e `x x x x 1 r y ,� 95i x X X X x N, x PROP. HYDRAULIC ‘1 `\` i[�l x ��;'��1� y * .... .'SANDY NECK BARRIER BEACH, x X x X x'DREDGE SEDIMENT - �1\7\ �/ x x AREA OF CRITICAL x x PIPELINE (TYP.) \ • ;�1 x ENVIRONMENTAL CONCERN X ' x ' x x ,, •, x w .n** X x X x X x x % x % x X X X X X x x y X X X X X X x '(� �F X X xa �' � �/.• •!A� X X k X x x s x x x x x X X x x x x x x , X x %_x x` x FEMA IOFi� • x '•� 1 1 l�l x x X X X X Gij.sy� X X x x xxx NHESP EST. AND x A(E� 1' x x /- O ' x x 7.9 �(�; X x X . x x x k PRIORITY HABITAT KS.- x x x x x x x X x l > x x x 4, �j x x x x x , x x / X W *x x x x x x x X x q�i�ySy x x x x x x x x x x ' x x—X x% x X X x x x X ,, . ' L X x x X X x x �A is 9p x x x x x x _.. x x x x�0 x x x.. A . ,_ ;p • x x x x X x .J c x > x x x x x x x \x x x X. , �' �.�. N,� x x x x x x x X x x x x x x ,.x x. x x X x x x x x x x x x x x x x x• F, ,W ,g�. x x x x x x x x x x xBARNSTABLEVHARBO ENTRANCE CHANNEL x X x x G1`,f/ 2; :tit j ' x x x , , �F, x x x x,.DREDGE DEPTH=-6.0'MLW w/3H:1 V SIDESLOPES x x_X �/ / Q t x X ' xob‘-, ; x x 1'ALLOWABLE O.D=-7.0'MLW x` x /-/ _ `L' x x"�,,blv A,I. <S x x x x x MID-ENTRANCE CHANNEL: ( x` ilJl!A,,' U x ,Z�W x X x x` xiX ,1,0�f�,F X x x OUTER ENTRANCE CHANNEL: x 2 e •Q•x W x X x XF,ME�AlP x x .. ...« «. . ...«......». .» .«..«..«....«..»..r...///h 1 „••Ii.x.:1tt, -X x x X x x .......... .»..... ... .........«....... X-a. 0 ... . s.,.l':C2..X ...... LEGEND x X .✓ L1-1 x x x x X ,75 % Cr X x x ' / / / / DREDGE AREA/TOTAL CHANNEL FOOTPRINT TO BE AUTHORIZED x x x /0! /i X X x X v�vK�' OO BEACH NOURISHMENT/DREDGE SEDIMENT REUSE X x x i . .. SALT MARSH(FROM FOTH SURVEY DATED 6/817&MAGIS) �' /�/ �,,'" O x x x COASTAL DUNE(FROM FOTH SURVEY DATED 6/8/17&MAGIS) , I� \ x MEAN LOW WATER(MLW) , 4 ,n . . x MEAN HIGH WATER(MHW) • / 'I J x ANNUAL HIGH TIDE LINE(AHTL) e LIMIT OF CHANNEL •4, , 9' — — APPROXIMATE PROPERTY LINE i m p —— FEMA FLOOD ZONES "] w LL 1FT CONTOURS FROM SURVEY(1/14/2020) BARNSTABLE 11 SANDY NECK BARRIER BEACH ACEC HARBOR 1 8 PROPOSED HYDRAULIC DREDGE SEDIMENT PIPELINE FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING A ENVIRONMENT,LLC MLW=0.0' PROPOSED DREDGE PLAN BARNSTABLE HARBOR AND BLISH POINT CHANNELS 15CREEKROAD MHW=+9.5' E, MARION,MA 02738 AHTL=+12.4' BARNSTABLE HARBOR TOWN OF BARNSTABLE 3 GRAPHIC SCALE OUTER AND MID-ENTRANCE BARNSTABLE,MASSACHUSETTS 2 0 125 250 382 FALMOUTH ROAD 1g�, jw, 0 CHANNEL HYANNIS,MA 02601 F 9 d , IM .. ,,SCALE IN FEET DATE:APRIL 14,2020 SHEET 2 OF 14 / / /L /...L- FT) �� i , l .�fjfi / / / 111i1 , s. ` / / ��; / / / / / /.:ill / / I �l �I' � is / / / f`./ / / •MAP 301 = FISH .cJ `(/ F / y;/ / / SHELL ., \ �Fl / LOT 064 , I ILITY AREA ( 8 r SUITAB � 1• . r,cF 'sr JF"9 �`" -k9• - (MA GIS) I _t"M !/ 1 <' / / ' .` ` .= MAP 301 TS�JF�_ PROP. HYDR. DREDGE /I,�•i a. LOT 063 SEDIMENT PIPELINE ./ I !' w < \ ...`/' 5 _ —Y rellis ___------_,___ SANDY - /L.,/ � = - •• MLW=0.0' \ NECK /3 b- 'a u, �BARRIER 'r � f A 2 E' r �\� BEACH �F—AREA OF -___-_. 1���� ��_i • 11 / "t �_ CRITICAL igr • 17 \ENVIRONMENTAL>;�� 24 �,: : Z--------------C CONCERN • B 'J \ -2 TOP OF SLOPE - ig . =� ' ` PILES _4 ,5 BLISH POINT BOAT RAMP /-. ---.."'�m -' . ACCESS CHANNEL 1110—`31ic..11..........min_ .... iiii —mi iminommalkwio inniallik • 60'WIDE :� ^ '&" r_ 5/ MID-ENTRANCEIIII _8 __ �` CHANNEL I•� ♦ � 4� ima'_ APPROX. ,--- - E;' SHORELINE (FROM MASS' �GIS) (TYP.) FL•'-''' 7 MAP 3017\ . - LOT 006 LEGEND I/ / / / ,I DREDGE AREA(NEXT EVENT)/TOTAL CHANNEL / FOOTPRINT TO BE AUTH.FOR FUTURE MAINTENANCE COASTAL DUNE(FROM MAGIS) BLISH POINT BOAT RAMP ACCESS CHANNEL MEAN LOW WATER(MLW) DREDGE DEPTH=-6.0'MLW w/3H:1V SIDESLOPES&5H:1V SLOPE TO MEAN HIGH WATER(MHW) RAMP 1'ALLOWABLE O.D=-7.0'MLW ANNUAL HIGH TIDE LINE(AHTL) PROPOSED DREDGE AREA(NEXT EVENT):5,676 SF LIMIT OF CHANNEL PROPOSED VOLUME(NEXT EVENT):658 CY : - APPROXIMATE PROPERTY LINE (INCLUDES SIDESLOPES&1'O.D.) -- FEMA FLOOD ZONES e ».....».«. ».« .«..»...».»..» 1FT CONTOURS FROM SURVEY(1/14/2020) SANDY NECK BARRIER BEACH ACEC / PROPOSED HYDRAULIC DREDGE SEDIMENT PIPELINE ' FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING A ENVIRONMENT,LLC MLW=0.0' BARNSTABLE HARBOR AND BLISH POINT CHANNELS 15 CREEK ROAD MHW=+9.5' PROPOSED DREDGE PLAN E MARION,MA02738 AHTL=+12.4' BUSH POINT BOAT RAMP TOWN OF BARNSTABLE GRAPHIC SCALE BARNSTABLE,MASSACHUSETTS ' 0 25 50 ACCESS CHANNEL 382 FALMOUTH ROAD g l HYANNIS,MA 02601 SCALE IN FEET EF'® I DATE:APRIL 14,2020 SHEET 3 OF 14 �� II' 7'/� -. 1 �Pe p2 OUTFACE % BUSH POINT BOAT RAMP I V0t _"/� I ,� (. ( LOCATION / ACCESS CHANNEL le- 'vI (NP.) (98'LONG x24'WIDE) E 1 1 MAP 301 __ ___ _ „0 (SEE SHEET 3) . LOT 006 i 1 w> r _"-� -_ _____ ' '_J /- 1 MOP 027 x X ( ''I,_ I I , ) LOT 007 X x , 1,0� • !/ 1 Q..�..i I , � � fj _J Lj I I r LOMAP T O6`301 `X x./X x "•.f• Ii/� .. �� U. Q I i 3 �1 FEM PROP. DEWATERING x X , \ CI, '// / ZONE AE • • • • •••••••••N ••:•1:k. oT�oss, ' x, ---- -- / \ . (EL 12 FT) ------,../' �- ( / ,_ �. < y� MAP 301 __=o� �'� 'o MILLWAY BEACH ' -- _ / BUSH . .,�� r x , . x x �`9c5` \ / %� T-MAP 30--_• MAP 301• • _ 1� �, c3: NOURISHMENT - _ LOT 064 INTO___,,,, r♦ X // .LOT 010 \:" r ^-- _4 X ' ; " • 7________ ,/ '-� ..,,,...0,_ LOT 0�1 x_x_ pia... UNE.-. „ ; ,` .X X G� _ MAP 301 " ' �r D -....:---,-..----4, '5' , x, J I LOT 009 r __ -__S _=_.rr-- _�ri�/•1/ •• �G' X X x , \a• o -- 1a111.-v4111111�pi41�1111• I '" �' LgND P g0,�s.." Wit, `40-tiejai 111�11��.11-..., • • COgs 'Q. UA, X X X < /'C o �. �o-:-. v- TA( DER x X X x (,� , ; = .l;kv y . . BEACH • OCEAN X x x X x x x '\ , o ,c.0\ . `►••. sir . x x / x x °`o -�40 �� xi , k X x X 6�) MAP 301 X X X X X X Psi ; J 9� LOT 023 .• X X .X "...."*�X X X X♦- x X X X " Yik x : \p x �'� �,���J° J SANDY NECK BARRIER BEACH, x� X x x X PROP. HYDRAULIC �� x DREDGE SEDIMENT IW X AREA OF CRITICAL x X X 4 ei . X x ENVIRONMENTAL CONCERN,X X x x x PIPELINE (TYP.) ^N �* " K x x ' • A X x X x x x X♦ k X x x c• x X x X x x x X X x X k X z x x X x x " `x x X x x " ZON� V G X X o < X x , *. . , 2K * " '< s x X X x X x x X X r ♦- � X FEDAA F�) X , O , X x x ..�X x 4,,,s>,, x X X x x X X X X NHESP EST. AND Ir X A(E,1. 1-, x x . , : J E 4 x /�9�/-!! x x X X PRIORITY HABITAT x♦- x x X X x �X X X x ', �"� ' �f X x k X < X X x X x k X x `x k.. x x x X x : , • X N >W to : x X X X X X X ��L�''iSy9��9X X X1. . . „ „ „ __.., k k X x X�X♦ x X X X X X X , • >� ;N-1 I ' l X X X k X X • x‘: ,, X .J �. X I�. •i~ �� k x X x v X x X X x Y .. ` x X X X •Q\i , x fie. ` ( x X �MILLWAY BEACH (BH-B1) x x .k k 2; ,� X = '- lei l�`�•x XXx APPROX. TOTAL NOURISHMENT ' X x X �i� Q< X �- x ` cup kxxx ♦ �) .�, II X X • • • • ••• • •• • • •••••••••N •••••N••N . •NY )• •,,,.. �i • • • • �t�. w X x ny 59p ',} x x X ',1 •:',;4 ''+� + `�.0 'r . . X x x ;APPROX. FILL AREA/VOLUME X x `A,4 - /.0 X 'o Q -X X •\,...`*it53, l 4. t� < X x x X ••• •• N •• •• •••. ••• •• N ♦ x :N 3 k � :• K X x ` X x X x x )APPROX. FILL AREA/VOLUME x X f! X w a x < X • .. x X x X ( h x ^ X X X• • •• • • ••••••N •• •N n • • � • • • I1 •� •^Y-A • • • • • CIY V X x v .. x x X X X v ,. - X Nv - - " X X / 2 -. X X ILI X x x LEGEND X x x x x ' , x r / / / / I DREDGE AREA/TOTAL CHANNEL FOOTPRINT TO BE AUTH. X z x X '�13 IW x x X x x4,,000000, BEACH NOURISHMENT/DREDGE SEDIMENT REUSE X x x - . - SALT MARSH(FROM CLE SURVEY DATED 06/08/2017&MAGIS) '' / O X X X COASTAL DUNE(FROM MAGIS) , x X x MEAN LOW WATER(MLW) I x x MEAN HIGH WATER(MHW) I , © 1 X ANNUAL HIGH TIDE LINE(AHTL) I I I LIMIT OF CHANNEL // �` p0 e APPROXIMATE PROPERTY LINE m O — — FEMA FLOOD ZONES i 1FT CONTOURS FROM SURVEY(6/8/17,8/23/17,&11/1/17) BARNSTABLE W LL .. SANDY NECK BARRIER BEACH ACEC HARBOR s PROPOSED HYDRAULIC DREDGE SEDIMENT PIPELINE FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING BARNSTABLE HARBOR A ENVIRONMENT,LLC MLW=0.0' AND BLISH POINT CHANNELS 15 CREEK ROAD MHW=+9.5' PROPOSED NOURISHMENT E MARION,MA 02738 AHTL=+12.4' PLAN TOWN OF BARNSTABLE '3 GRAPHIC SCALE BARNSTABLE,MASSACHUSETTS ' 0 125 250 MILLWAY BEACH 382 FALMOUTH ROAD g - HYANNIS,MA 02601 \, �/ • SCALE IN FEET DATE:APRIL 14,2020 SHEET 4 OF 14 c:bw workdirpw ieWd mec3W02B4896t20200114_bstble outer harbor usac -t k A-n A- A- A- A- A- A- kicel' k t k k k A- A- k k k k k k k k k k } A- kk k <41> �_n• m-Cr) k k kA- k A- k A-k k ;k k Yk irk A- k k k k k k kkkkkkkkkkk } k k kkkkO = k kk kkkk kY kkkkk kk kk kk kk k k ,Y k k k kkk k k k k __---k-- -k- --k----_.CR xz-n y- . k-k k Y kY k t h- k --�- --�- ��-k--A -_�-_ k _- F k- E----3----Y --- ---� k k u k --#-- --A---- k k A- k k k -��L k N k k k A- k Y k Y kk j kk k k k k k k Y k k k k k k k k A k k -- k kk k k k k -F- k k `� s o Y k k k Y k Y A- k k kC)Y k k k k k k k A- k k k k k k A- k k k A- k A- k k D k k A- • " Y k k Y k '` k k SANDY k k i k k k k k A- k k k k� k ' h c k k k k k k k Y NECK BAR k k A- A- k k k k A- > m A- A. 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ACCESS WAYS TO/FROM BEACH AND PARKING LOT---- -- 1FT CONTOURS FROM SURVEY(10/30/17) _m w TO BE MAINTAINED. / , / -- -- -- SANDY NECK BARRIER BEACH ACEC A - LEGEND J. N>O*0<>0.004 BEACH NOURISHMENT/DREDGE SEDIMENT REUSE _ • SALT MARSH(FROM MAGIS) - COASTAL DUNE(FROM MAGIS) MEAN LOW WATER(MLW) - MEAN HIGH WATER(MHVV) - N:2727794.53 : ANNUAL HIGH TIDE LINE(AHTL) r k --- 4. W -=i l� E:988050.46 W — APPROXIMATE PROPERTY LINE tk - k N:2727785.66 -, - - __ FEMA FLOOD ZONES . E:987976.70 -1 `\,_• - 1 FT CONTOURS FROM SURVEY(7/13/15&7/24/15) i1. SANDY NECK BARRIER BEACH ACEC o _ PROPOSED HYDRAULIC DREDGE SEDIMENT PIPELINE k - __-elk, t& - k y k �, __-_ �_ ��bj _ y PROP. __ 1�t��i ___ EFFLUENT - �) �, _ : i. 0,,,,� "MAP 321 al -- PIPELINE ,���$� Z ===LOT 001 1 - 7_ 1 e�, av'",.,` __ --- __FEMA • k (SEE NOTE 12 -- y,�,i� --- -----�- ___` :� ,F - SHEET 14) � Fp* - ZONE X _�_ 7 7Own:, ; - -= r k'r kkk - -_ r e �,4pp4N 7 -- • `,a`t. a 3y!',.a tit.r -_ �- , OO me/) _ +'kyk #A.=_" :The"*Qe;�e-,S — FEMA ZONE — —--———— — " W - __ _ .S IP 4:4,,43, 's . —�k. __---AE EL 12 FT ---�_ ------ . -- k � . _..4?- - N:2726950.55 z- 9?bG1 � ... k k k kk ;� __ �O0 0Qt � _ � � Z=—' E:988233.98 .+ k S k ' k ak6+� w,P az -O���S#�OeQ\, -- • -- - -- ___.._,._ '`'''. '�' _ 2 kiir k k ky '. k�, wr ooz ‘ `9,POa�4r���`'� SANDY NECK COTTAGE A.4c.... * k . k k ���? �� _ - NOURISHMENT AREA(BH B3) _ Tc =__ A. + + -.n`C r • PROP. k.�k' *,k k k k k\,' - N:2726871.99 _ , ' k AHYDR. C k k k k k = E:988136.76 ===�=MAP 339 = -",-\.. _ k DREDGE �. k. k k k k k k\qh'T _1 a''9' ,4= _ �-. ---- k r . T k k �. <c �� _:LOT 002 _- 'sC" SEDIMENT` /' F` + k + k /�J '^' 24' � �- �� - O A. PIPELINE k\ k•k k kk k k�VV\9�, \� a�o`� },$^ _ ,n^Q- ---j �..._ , k k• k k k - Jr <J \?-)�, k k k k k k \' ��� 3oti 6• ' --- ---- k k k Z k k k k k k k �4, �''�� ---�=MAP 338 --------- ,k- A. SALT" k k k k d,?° / _�.__�—=L'r �f--- k k k �• k k k \ ° 'dry 5'°,� Jay 8 _ -.� _ --L0T 003 -__ kk + MARSH + 1 y k °�'1°° • °• --t - - - ( r • k APPROX. k i _ k FROM' � k �- SHORELINE. A. k /;';', ____ pry_kkMAGIS) <' y k +' k (FROM kkk k \ ,�'°' ,�, - ago$ MAP 338 77 TYP. k k \ + k k / - r k + �. ( ; ) LA • _A.A.,"‘' : A: MASS GIS)_ k k k k + � °-°/Oe.9 Q,. _ LOT 001 A- k k kk k �� k k (TYP.) k k .} k k k x\` /30 - �5..� k k�k`#\kk k k k k •-� k k k i• k k k k kk k +k k S /k -f }° J___ __- �� ,,-- % k k k k k k -F k k k k k k `/ ,�/ 3q°`°- ---C. ---7'-�"- k ^O �l \k k k k k k f kk\A'A. kk k k k k k k � `F/S'7 k i k �/I 4� k k �, k �, k k k k k �,... k k kk k kk k k ... / S��Tq �_� -- _ ..�-k k 8 k kk 4°4 -k A. SANI�NECK GOTTA E NOURISHMENT(BH-B3) M'0/ )�L/T}q�k �k k k k k k k • k k k9< k k 'APPROX. TOTAL NOURISHMENT AREA/VOLUME- _k-- S REq k k k k k k k k k ▪ A. k ,, k k + k _" r J• r k k k •.••«•.•. • «••••••« i k k k k k k A. FtOOD'' s k kk k kk k k ALL FILL TO BE PLACED ABOVE THE AHTL. k k , A. k k K 8 rkk kkkk A- A ENTIRE SITE IS LOCATED WITHIN ACEC. EBB / FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING A ENVIRONMENT,LLC MLW=0.0' BARNSTABLE HARBOR AND BLISH POINT CHANNELS a 15 CREEK ROAD MHW=+9.5' PROPOSED NOURISHMENT E MARION,MA 02738 AHTL=+12.4' PLAN TOWN OF BARNSTABLE GRAPHIC SCALE BARNSTABLE,MASSACHUSETTS 0 125 250 SANDY NECK COTTAGE 382 FALMOUTH ROAD 2 Ark AREA HYANNIS,MA 02601' s v • 4 SCALEIN'FEET DATE:APRIL 14,2020 SHEET 6 OF 14 14 1 14 p AHTL EL. 12.4' 12 1 ..... — - 12 I I 10 } v ,MHW EL. 9.5' .. 10 I I 6 6 4 . L....... ........ I ---. 4 EXISTING GRADE I 2 L..._ (VARIES)........ 2 Q._MLW_EL. 0:0' --_ .__.I. _ _..... . _. -2 • .�', 2 ...♦� -4 DREDGE DEPTH ,,'` ....... ....... �,, 4_64,,,e:iii -6 teO,. : -6 1'-ALLOWABLE 1 3H:1V -8 ....OVERDREpGE. 60'._ I SIDESLOPE.__. -8 (EL. -7.0') I 1 (TYF.) -10 -10 0 20 40 60 80 100 120 140 160 180 200 TYPICAL SECTION A-A' OUTER ENTRANCE CHANNEL (BH-D4) HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' HORIZONTAL SCALE . +.' irooilit , . I I. ---....I , ! 4 0' 25 50 SCALE:1 INCH=50 FEET \` ' " /f y��1`r VERTICAL SCALE e 0' 2.5 5 5 SCALE:1 INCH= 5 FEET 12, " FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING ENVIRONMENT,LLC MLW=0.0' BARNSTABLE HARBOR AND BLISH POINT CHANNELS 3 MARION,MA 02738 MHW=+9.5' TYPICAL SECTIONS E AHTL=+12.4' BARNSTABLE HARBOR TOWN OF BARNSTABLE 3 BARNSTABLE,MASSACHUSETTS _' ENTRANCE CHANNEL 382 FALMOUTH ROAD It h HYANNIS,MA 02601 9 \•Fo DATE:APRIL 14,2020 SHEET 7 OF 14 ((t.t- i 0tt• I TYPICAL SECTION B-B !.:?d 3 1,1) BLISH POINT BOAT RAMP ACCESS CHANNEL i l�"1 HORIZONTAL SCALE: 1"=50' t VERTICAL SCALE: 1"=5' 12——— AHTL EL. 12.4' — 10— v MHW EL. 9.5' —10 8- 6— — 4— 1— 2— Li zz 0— = MLWEL. 0.0' 0 EXISTING GRADE(VARIES) Q *$ > -2 -4 - m; Pwil • -6 \) */ 1 DREDGE DEPTH SIDESLOPE 3 gyp.) (EL.-6.0'MLW) -8— 1'-ALLOWABLE OVERDREDGE -10— (EL.-7.0'MLW) - -10 24 r-- -12-75 -50 -25 0 25 50 75 12 OFFSET (FT) HORIZONTAL SCALE VERTICAL SCALE 0 50 25 100 0 2.5 5 10 5 (IN FEET) (IN FEET) 1 INCH=50FEET 1 INCH= 5 FEET 72 Et FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING ENVIRONMENT,LLC MLW=0.0' BARNSTABLE HARBOR AND BLISH POINT CHANNELS MARION,MA 02738 MHW=+9.5' TYPICAL SECTION e AHTL=+12.4' BLISH POINT BOAT RAMP TOWN OF BARNSTABLE '3 BARNSTABLE,MASSACHUSETTS ACCESS CHANNEL 382 FALMOUTH ROAD HYANNIS,MA 02601 F 9 V ,+ DATE:APRIL 14,2020 SHEET 8 OF 14 9 cbw_worknrbw lewd me03mo284S%\2o2oo,ia nstWe outer harbor_ussoo o r- D EX. SEDIMENT ON RAMP z°z z TO BE REMOVED BY EX. PILE (TYP.) D m D m TOWN EX. TIMBER _�TO REMAIN N --=--- . - FLOATS (TYP.) - -1',.._ — — _ —- w I• 0 _ C D EX. GRADE _8�--_8' �:; :`� : o (VARIES) :` 4 ^._ _ : —, EX. RAMP �, b EL.-3.0FT MLW 1V DREDGING BEGINS AT 3"x8* SHEETING (14' LONG) - 5H BOTTOM OF EX, - - s BOTTOM OF EX. RAMP -1_E [1 * 0 5H:1V IJ - + ii SLOPE - - - - - - - N O O C _ A N O K 133 0 1 -< q 2 8 2 8 m = (m O 5 LIMIT OF MID-ENTRANCE CHANNEL to z > WIDTH = 60' n 4' AHTL = EL 12y = W m io- =r MHW= EL. 9.5' D D -O 8- DREDGE TO EX. GRADE -6.0' MLW m D Z z 2- MLW EL. 0.0' a (VARIES) -o o o- > s- —J1V w 8- O• -<Nao DD -10- 5H m z m z z z -12- VERTICAL SCALE z r--,z -i m 1'ALLOWABLE 5H:1V r x ,o W° co n 0 1 2 I 4 OVERDREDGETO-7' SLOPE I ` ` 1 MLW A ,., a,:ay(n ao . o o W m o one 2� (IN FEET) c m z 1 INCH= 2 FEET TYPICAL SECTION C-C' ! • ,,, M CO HORIZONTAL SCALE BLISH POINT BOAT RAMP ACCESS CHANNEL 0110 = ` = HORIZONTAL SCALE: 1"=50' t% 1• r 0 0 20 10 40 VERTICAL SCALE: 1"=5' ttlti 11 co E m 0 . D ca z (IN FEET) cm. ��' m m A r- 1 INCH=20FEET 20 I I 12 I 20 24 I 24 •• • •. CD r II • • • « •• •••........... • ...�. ... Q I.._.._—18 22—...... ......EX. DUNE Q............—22 18— 4 EX. REVETMENT 2 I I- 16— ABERM...WIDTH...(VARIES).. . Q ,._.....-16 20 _I.,....i_.._...—20 • I CD I an' • • I , V.' ��- 1 14 « .«-.. — 18 AHTL g 0 I 1 BERM WIDTH p u w ♦EL12 _ 12— f —_1 SLOPE ::....—12 16— . 1 (VARIES) TOP EL cW7__L. .--16 TOE EL. , • _.� . (TYP.) w ... o 10--♦MHW EL: 9.5 i !.: —10 1a—........_EX. TOE I __.. ___.......— ` $ Sp 14 • 251 i _ j VAHTL EL 112.4' 1 (TYP.) 8- EXISTW i f . L.. tom- s 12- I 25' ....L .-12 GRADE TO EL.—� (MIN.) �r� s— (VARIES) TO MATCH _(___ �.... -I (MIN ) I I —6 10 I 10 EX.GRADE I 1MHW EL. 9 5 I I i — 4-80 1 -.1-0 -�0 6 210 410 610 4 8 80 do 40 20 0 2I 1 0 40 610 8 TYPICAL SECTION 1-1' TYPICAL SECTION 2-2' MILLWAY BEACH NOURISHMENT(BH-B1) MILLWAY BEACH NOURISHMENT(BH-B1) HORIZONTAL SCALE: 1"=50' HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' VERTICAL SCALE: 1"=5' 24 24 1 ! EX DUNE i I I ,A '. ;,�� 20— ...................... .. I Q 20c',) ,„ . 1 ^ I 18— I Ia 18 �..c-.'�+l�' �!Lt01,0 1 I w L ........._......-16 16 1 O 1 1� I 14 EX, DUNE TOE _...g_. —14 ......; I SLOPE .....p TL EL 12 4' 1(TY V AH P_ —�._..._.._.........—12 •••I 25' f HORIZONTAL SCALE 1 SIII(MIN.) 101 MHW EL. 9.5' { —10 0' 25 50 I I SCALE:1 INCH=50 FEET 8-80 -60 -.0 -20 0 201 40 60 80 8 VERTICAL SCALE g TYPICAL SECTION 3-3' 0' 2.5 5 A MILLWAY BEACH NOURISHMENT(BH-B1) HORIZONTAL SCALE: 1"=50' SCALE:1 INCH= 5 FEET s VERTICAL SCALE: 1"=5' 8 7 FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING BARNSTABLE HARBOR A ENVIRONMENT,LLC MLW=0.0' AND BLISH POINT CHANNELS y 15 CREEK ROAD MHW=+9.5' TYPICAL SECTIONS MARION,MA02738 AHTL=+12.4' MILLWAY BEACH TOWN OF BARNSTABLE 3 BARNSTABLE,MASSACHUSETTS NOURISHMENT 382 FALMOUTH ROAD 2 HYANNIS,MA 02601 g V\ ,FatDATE:APRIL 14,2020 SHEET 10 OF 14 0 4 m � 133d 5 =HONI l:31VOS 133d 05 HONI l:31VOS ``— ±._ LIJ TWOS 1VOI_L l3A 31VOS 1VINOZIHOH s '' `� '� F cc r co n. ` 0Z I ~•- 0< J o_ Q` a Q S=LL1. :31d051VOI1213A 9=LLI' :31y051YOI1213A . cnm♦- mQ m N 0S=LLY :31VOS 1VINOZ110H 05=LL1. :31` 3 1V1NOZI 1OH - ni z 2=o Ill (Z8-H8)1N3WHS12�flON HO`d38 01l8ld NO3N AaMdS (Z8-H8)1N3WHSI2Jf1ON HOV38 01l8ld >103N ACINYS z a m 2 S-S NOIIO2S 1V0IdAI b-17 NOI103S 1VOIdAl W� LL a_,- a O~J— O l 0 6 op o9 0r or 0 - 0 - 0•- of!. O L 09L 019 04 OZ O - 0 - 0•- ¢z p Q } a Q I I I I a a I I I s 2a I-m6= o • 04 > • • • • • 5'6 "13 MHW o� o�— (S312` A) 5 6 l3 MHW 04 w Q • ,�, �` • • • • 3 aV23 J z m z1,— i i • — z6 z6-- • — Zt — - - — — O U Q O N.11S.I-X3 , (5A121VA) b'Z6 'l3 11H`d A ;b'Z6 713 11HV A w ? z Lij 44--9-QN21-9-- 44 m 44--._ G.,- 4 L m U d DN11S1 •••• • •.°�l m .�..... . .. . . .— m Q U = • • • D • �.� D UW � 96— __� .. (do ) IOl 9l -1 96--I ,• 96 — azD • JNI)12��ld z °z p JNIISIX � z 84 s� a�— 1 s� Z L L • • -l1 co 0Z- --_ -_ -_ _ - OZ 0Z-- _ ')• ••.`/ 0Z D O 0)N • • 17 1-•-- a 4z • • y,•� (5�12iVA) H14IM W2138 - L _ 4Z 4z- - f - 4Z • (d03 1N W3/1`dd 9Z— • • • • 9Z 9Z— 30 3JQ3)101 9Z o• a• .• .... �� az • (S3RiVA) HldIM W2i38 sz sz JN1�12i`dd ONIlSIX sz ul 1 0 J M 0 Z Q O L1 Z Y 0 Z O W Z - 1> w_ F•>UQ u.w-2 a,esn iogjml rinoslGLSQ 4L LOOZOZ\96r013ZONWFPMa1.IVIP,P�MA:a c:pw workeirbw_iewdJanseo2eass6\2o20u»a berme outer narbor_usace j 0� oT3- V, m z,z T 921 Z7 3,3 z co •w NOD-1-1 v C 7J w I—C CO 0 c 34 • 34 7, m z 32- 1, -32 o - BERM WIDTH (VARIES) > • • • • • 28 . ,• - _._.__ - !--28 - �_K ' • u *go • IV- CD OC 26 -- -,. • � — -- --26 a y o • HORIZONTAL SCALE - +`^• • • • • 0' 25 50 4 D 24 — -- — —24 L_ SCALE:1 INCH=50 FEET V�';,,1 SLOPE (TYP.) • • -22 XISTING %": _ 1- Lu PARKING W 20- LOTTEOP) _— -20 mcm • • H co - • ---18 D � O 18-- 0 - Z7 Z r • VERTICAL SCALE DWG 16 �'` --16 0' 2.5 5 • _ •••.•• I SCALE:1 INCH= 5 FEET • 0 • • 263CO zD 14 -.__• • . - 14 D z>cno mm AHTLEL. 124' _• ___ • • • _ ��� =Z 12— EXISTING---" \ -12 • D5mA Qm GRADE • O -0 73 0, n m . 10 MHW-EL- :5'5' . -(VARIES) - --10 =m z Z • • • z I I I cn m r-y 8 0 d0 20 b 2I0 410 6I0 8I0 1�0 120 8 r �� '' 1 x TYPICAL SECTION 6-6' �--L F` s>a ,`� -I SANDY NECK PUBLIC BEACH NOURISHMENT(BH-B2) --�� HORIZONTAL SCALE: 1"=50' m • D VERTICAL SCALE: 1"=5' 7 `"" N co O 0 A 20 20 PRO' 1 18 1 ..... BERM...WIDTH.._(VARIES) :...... —18 . ...... E. •I.•• I I 1 I _' PRO' 16 SLOPE • •14.io..... . . . ............I... (Ty.P.) (._ _', .... rC`FY . ... —14 12 ,1.•..` ''`, I ®�, —12 IXISTING GRADE ........ —io (VARIES) $1 0 -1010 -110 -do -40 -20 b 210 40 610 810 1(1)0 120 8 TYPICAL SECTION 7-7' SANDY NECK COTTAGE AREA BEACH NOURISHMENT(BH-B3) HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=50' 20 20 1 18—... —18 I (Or I . i! /. •.....•.;,:244;:pe. c;) BERM WIDTH (VARIES) i ''`' 16 T . ........1—. � tttfff SLOPE �,I 1 • • •;. .« . •..rit.(TYP) f,1 /. 40 14 } I, -.• —14 $f( • kiill,k- I .. t , I 12— j r —12 ' _ XISTING I_..........................e............................................... 10- ;....................._�............_ I GRADE _......—10 (VARIES) 8 60 40 20 I NI 0 210 410 60 80 8 TYPICAL SECTION 8-8' HORIZONTAL SCALE SANDY NECK COTTAGE AREA BEACH NOURISHMENT (BH-B3) 0' 25 50 HORIZONTAL SCALE: 1"=50' ar INCH i 0T I SCALE 1 INCH=5FEET VERTICAL SCALE: 1"=50' VERTICAL SCALE g J 0' 2.5 5 e 2 Y • NOTE: ALL SIDESLOPES OF NOURISHMENT AREA NOT TO BE STEEPER THAN SCALE:1 INCH= 5 FEET 10H:1V WHEN TRANSITIONING INTO EXISTING GRADE 7. 1 FOTH INFRASTRUCTURE AND DATUM: MAINTENANCE DREDGING BARNSTABLE HARBOR 2 ENVIRONMENT,LLC MLW=0.0' AND BLISH POINT CHANNELS 15CREEKROAD MHW=+9.5' TYPICAL SECTIONS ▪ MARION,MA 02738 AHTL=+12.4' TOWN OF BARNSTABLE 3 SANDY NECK COTTAGE BARNSTABLE,MASSACHUSETTS AREA 382 FALMOUTH ROAD �o t h HYANNIS,MA 02601 DATE:APRIL 14,2020 SHEET 13 OF 14 NOTES: 1. THE BATHYMETRIC DATA SHOWN ON THIS PLAN WAS GATHERED BY FOTH INFRASTRUCTURE & ENVIRONMENT, LLC. (FOTH) ON CHANNEL AND BOAT RAMP COORDINATES 1/14/2020. TOPOGRAPHIC DATA SHOWN WAS GATHERED BY FOTH NAD83 MASSACHUSETTS MAINLAND(MA-M 2001) ON 7/13/2015, 7/24/2015, 6/8/2017, 8/23/2017, 10/30/2017 AND 1 1/1/2 0 0 1 7 POINT NORTHING (Y) EASTING (X) 2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO DEPTH 1 2722461.0 983706.4 BELOW THE REFERENCE PLANE. THE REFERENCE PLANE FOR THIS PROJECT IS MEAN LOW WATER (MLW). 2 2721524.4 983407.3 3. COORDINATES ARE BASED ON NAD 83 STATE PLANE 3 2721411.9 983450.9 MASSACHUSETTS MAINLAND COORDINATE GRID. 4. BENCHMARK / RTK TIDES: TIDES ARE RECORDED USING RTK 4 2720871.2 983687.0 TIDES IN HYPACK. ELEVATIONS FROM ELLIPSOID TO ORTHOMETRIC 5 2720703.2 983836.5 NAVD88 USE GEOID 12B. 5. PROJECT BENCHMARK IS A CHISELED SQUARE LOCATED AT THE 6 2720623.5 983940.4 NORTH EAST CORNER OF THE CURB OF THE TOWN BOAT RAMP 7 2720584.8 983892.3 EL=12.20' NAVD88 (+17.59' MLW). ELEVATION PROVIDED BY GREEN SEAL ENVIRONMENTAL 8 2720659.0 983795.4 6. RTK CORRECTIONS FOR THIS SURVEY PROVIDED BY KEYNET - 9 2720838.3 983635.9 IRS (GEOID 12A). 7. THE SOUNDING INFORMATION SHOWN ON THIS PLAN REPRESENT 10 2721390.2 983395.0 THE 10' RADIUS VALUE SORTED SOUNDINGS OBTAINED FROM 11 2721522.5 983343.7 HYDROGRAPHIC SURVEYS. 8. ORTHO-IMAGERY IS APPROXIMATE UNLESS OTHERWISE NOTED AND 12 2722479.3 983649.3 SHOULD BE USED AS A GENERAL REFERENCE ONLY. R 2720736.2 983789.5 9. FEMA ZONE ELEVATIONS SHOWN ARE RELATIVE TO NAVD88. 10. LIMIT OF SALTMARSH & COASTAL DUNE FROM FOTH SURVEY S 2720719.4 983807.5 CONDUCTED ON 6/8/2017 AND MA GIS. T 2720770.2 983870.6 11. SHELLFISH SUITABILITY AND NATURAL HERITAGE ENDANGERED SPECIES HABITAT LIMITS TAKEN FROM MA GIS. U 2720779.7 983882.3 12. HYDRAULIC DREDGE PIPELINE LOCATION TO BE DETERMINED BY V 2720798.6 983867.0 CONTRACTOR FOR PUMPING SEDIMENTS FROM THE OUTER ENTRANCE CHANNEL TO MILL WAY BEACH AND SANDY NECK W 2720789.2 983855.3 COTTAGE AREA; CONTRACTOR SHALL RUN PIPELINE TO AVOID/MINIMIZE IMPACT TO SALTMARSH. PIPELINE PLACEMENT NOTE: COORDINATES ARE IN NAD83 MA SHALL BE CONFIRMED/VERIFIED IN THE FIELD PRIOR TO THE STATE PLANE, MAINLAND ZONE, US FT. START OF WORK. 13. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES SHOWN, AND CAN DATUM ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS OFFSETS AT THAT TIME. INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS, OBSTRUCTIONS MLW NAVD88 OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. CONSULT WITH FOTH FOR MORE DETAILED INFORMATION. 12.40 - 7.01 AHTL 14. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE 10.08 4.69 MHHW DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT, ANY OTHER USE, 9.50 - 4.11 MHW REPRODUCTION OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF FOTH. © COPYRIGHT 2020, FOTH 5.39 - 0 NAVD88 SURVEY NOTES: 1. PROJECT NAME: BARNSTABLE ENTRANCE CHANNEL CONDITIONS 2. PROJECT NUMBER: 0158058 3. PLOT SCALE 1'=80' 4. SURVEY DATE: JANUARY 14, 2020 5. SURVEYOR: M. COUNT, H. CHOU►NARD 0 - -5.39 MLW 6. VESSEL: OLAF 7. TRANS./FATH.: 200KHZ, 3 DEGREE, ODOM CVM -0.28 - -5.67 MLLW RTK KEYNET CORRECTIONS 8. WEATHER COND: SUNNY, 43 DEGREES, WIND LIGHT OFFSETS TAKEN FROM !, 9. PROJECT DATUM: MEAN LOW WATER (MLW) SEE DATUM CONVERSION VDATUM ONLINE 10. COOR. SYSTEM: NAD-83, MASSACHUSETTS MAINLAND 11. DATA REDUCTION: DATA SORTED BASED ON A 1O' SHOALEST VALUE USING THE 8/29/19 HYPACK SORT PROGRAM LAT: 41.7117 12. SITE BENCHMARK: CHISELED SQUARE AT BOAT RAMP, EL=12.20' NAVD88 (GEOID a 128). PROVIDED BY GREEN SEAL ENVIRONMENTAL. 11/21/2012. LONG: -70.3014 i FOTH INFRASTRUCTURE AND NOTES, COORDINATES, MAINTENANCE DREDGING ENVIRONMENT,LLC BARNSTABLE HARBOR AND BLISH POINT CHANNELS 2 15 CREEK ROAD AND DATUM OFFSETS E, MARION,MA 02738 BARNSTABLE HARBOR TOWN OF BARNSTABLE BARNSTABLE,MASSACHUSETTS ENTRANCE CHANNEL & 382 FALMOUTH ROAD 2 4 � Fe BUSH POINT BOAT RAMP HYANNIS,MA 02601 s \/ ACCESS CHANNEL DATE:APRIL 14,2020 SHEET 14 OF 14 ' • 10-year Comprehensive Dredge& t1141 Beach Nourishment Project Barnstable Harbor&Blish Point Town of Barnstable,MA April 2020 EXHIBIT F ABUTTERS LIST Abutters List-DEP 401/91 Combined Application MAPPAR PARCEL ID ADDR_NUM SITE STREET OWNERS OWNER2 OWN_AODR OWN_CITY OWN_STATE OWN_ZIP 137002 137002 0 SANDY NECK ROAD BARNSTABLE,TOWN OF(BCH) 367 MAIN STREET HYANNIS MA 02601 263001 263001 425 SANDY NECK ROAD BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 200 MAIN STREET HYANNIS MA 02601 300021 300021 126 FREEZER ROAD BARNSTABLE MARINE SERVICE P 0 BOX 366 BARNSTABLE MA 02630 300026 300026 253 MILLWAY MILLWAY MARINA INC PO BOX 322 BARNSTABLE MA 02630 300027 300027 263 MILLWAY BARNSTABLE,TOWN OF(LDG) 367 MAIN STREET HYANNIS MA 02601 301006 301006 153 FREEZER ROAD WARD,CHRISTOPHER./TR FREEZER RD NOMINEE RLTY TR 297 NORTH STREET HYANNIS MA 02601 301007 301007 273 MILLWAY VENDITTI,PAULS TR LHH REALTY TRUST PO BOX 558 BARNSTABLE MA 02630 301009 301009 329 MILLWAY BARNSTABLE,TOWN OF(BCH) 367 MAIN STREET HYANNIS MA 02601 301010 301010 330 MILLWAY BARNSTABLE,TOWN OF(BCH) 367 MAIN STREET HYANNIS MA 02601 3010E3001 301063001 275 MILLWAY BLAIR,HENRY E&MURPHY,RAYMOND M TRS MILL WAY REAITYTRUST P D BOX 657 BARNSTABLE MA 02630 301063002 301063002 277 MILLWAY BLAIR,HENRY E&MURPHY,RAYMOND M TRS MILL WAY REALTY TRUST 'PO BOX657, BARNSTABLE. • MA _, 02630. 301064 301064 307 MILLWAY MASSACHUSETTS,COMMONWEALTH OF DEPT OF ENUIROMENTAL MGNT IOO CAMBRIDGE STREET BOSTON MA 02202 321002 321002 343 SANDY NECK BUCX,GEORGE P&1ANET L& BUCK,M D&G P&R N 31 KEYES ST OAKDALE ' MA DISR3 32200100E 322001CND 342 SANDY NECK BARNSTABLE,TOWN OF(CON) -C/O HESUNGA.STEVEN G&LYNNE 2649 HYANNIS RD BARNSTABLE MA 02630' 32200100A 322001CND 347 SANDY NECK BARNSTABLE,TOWN OF ICON) C/O LOVELI,HERBERT&HILL,GERALDINE P0 BOX 605 BARNSTABLE MA - 02630. 322001008 322001CND 346 SANDY NECK BARNSTABLE,TOWN OF ICON) CIO LOVELL,HERBERT&HILL.GEORGEL PO BOX 605 BARNSTABLE- MA 02630 • 322001 322001CND 348 SANDY NECK BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 200 MAIN STREET HYANNIS MA 02603 312001000 322001CND 345 SANDY NECK BARNSTABLE,TOWN OF ICON) C/O HOSTERMAN,PASTA CAMPBELL- 325 MERRIAM STREET WESTON MA - 02493 32200100D 322001CND 344 SANDY NEER BARNSTABLE,TOWN OF(CON) CIO BUCK,GEORGE&MARIORIE 31 KEYES ST OAKDALE • MA. 01583 • • "I