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HomeMy Public PortalAbout2024 03 26 Public Meeting Packet Town of Brewster Conservation Commission 1657 Main St., Brewster, MA 02631 (508) 896-4546 CONSERVATION COMMISSION MEETING AGENDA 2198 Main Street March 26, 2024 at 6:00 PM This meeting will be conducted in person at the time and location identified above. This means that at least a quorum of the members of the public body will attend the meeting in person and members of the public are welcome to attend in person as well. As a courtesy only, access to the meeting is also being provided via remote means in accordance with applicable law. Please note that while an option for remote attendance and/or participation is being provided as a courtesy to the public, the meeting/hearing will not be suspended or terminated if technological problems interrupt the virtual broadcast or affect remote attendance or participation, unless otherwise required by law. Members of the public with particular interest in any specific item on this agenda, which includes an applicant and its representatives, should make plans for in-person vs. virtual attendance accordingly. Members of the public who wish to access the meeting may do so in the following manner: Phone: Call (929) 436-2866 or (301) 715-8592. Webinar ID: 817 0484 9610 Passcode: 565669 To request to speak: Press *9 and wait to be recognized. ZoomWebinar: https://us02web.zoom.us/j/81704849610?pwd=d2VlNm5LcnU2TnBKWExMVEJFUUduQT09 Passcode: 565669 To request to speak: Tap Zoom “Raise Hand”, then wait to be recognized. When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broadcast (Brewster Government TV Channel 18), Livestream (livestream.brewster-ma.gov), or Video recording (tv.brewster-ma.gov). Please note that the Conservation Commission may take official action, including votes, on any item on this agenda. 1. Call to Order 2. Declaration of a Quorum 3. Meeting Participation Statement 4. Recording Statement: As required by the Open Meeting Law we are informing you that the Town will be video and audio taping as well as broadcasting this public meeting. In addition, if anyone else intends to either video or audio tape this meeting they are required to inform the chair. 5. Public Announcements and Comment: Members of the public may address the Conservation Commission on matters not on the meeting’s agenda for a maximum of 3-5 minutes at the Chair’s discretion. The Conservation Commission will not reply to statements made or answer questions raised during public comment but may add items presented to a future agenda. 6. Request for Determination of Applicability a. None 7. Notices of Intent, Request for Amended Order of Conditions & Abbreviated Notice of Resource Area Delineation a. Paine’s Creek Road, 38-10 & 38-28. Continued Public Hearing. Town of Brewster. SE9-1969. b. 8 Marshview Lane, 127-14. Continued Public Hearing. Stacey Pagos Haller. SE9-1967. 8. Stormwater Permit Application under Code of the Town of Brewster, Chapter 272 Stormwater Management Bylaw a. 8 Marshview Lane, 127-14. Pagos Haller. SWMC2024-01. CONSERVATION COMMISSION Michael Tobin Chair Casey Chatelain Vice Chair Bruce Evans Gary Kaser Kimberley Crocker Pearson Ron Slowek Steve McKenna STAFF Chris Miller, Natural Resources Director Bill Grafton, Conservation Administrator Cassandra West, Senior Department Assistant 9. Request for Minor Change to Plan a. 50 Robbins Road, 50-2. Hayes. ATF snow fence addition to Coastal Bank. SE9-1679. 10. Discussion a. Sears Point-SE9-1640, SE9-1640A, SE9-1804, SE9-1932 consolidation with sketch plan. – Mark Burgess. b. 130 Spring Lane. Conservation Permitting Guidance for addition in previously disturbed buffer zone. – Jim McLaughlin. 11. Request for Administrative Review a. 87 North Pond Drive, 89-58. Rau. Install Home Generator. AR# 24-04. b. Town Landings, multiple parcels. Town-wide winter season maintenance. ATF AR# 24-05. 12. Request for Certificate of Compliance a. 257 Crocker Lane, 69-4. Fields. SE9-1763. b. 239 Leland Road, 23-17. Corcon Nominee Trust. SE9-1877. 13. Request for Extension to Order of Conditions a. 0 Swift Lane, 69-92. MacGregor. SE9-1890. b. 160 Paine’s Creek Road, 36-22. Kroeger. SE9-1842. 14. Enforcement a. None. 15. Report of the Natural Resources Director a. 830 Stony Brook Road & 0 Stony Brook Road, 35-47 & 35-15. The Town of Brewster proposes to repair and maintain stone walls in the headrace pond of Stony Brook Grist Mill, improve an associated fishway, and ongoing vegetative management within an Inland Bank, Land Under Water, Riverfront, and Land Subject to Coastal Storm Flowage, and their buffer zones. SE9-1968. Legal Ad did not print. This application will be heard at the 04/23 Public Meeting. 16. Report of the Conservation Administrator a. Commission Annual Monitoring Requirements for Coastal Stabilization and Vegetative Management. 17. Meeting Minutes for Review and Ratification a. Draft Jul 11, 2023 Meeting Minutes. b. Draft Aug 08, 2023 Meeting Minutes. c. Draft Aug 22, 2023 Meeting Minutes. d. Draft Jan 09, 2024 Meeting Minutes. 18. Matters Not Reasonably Anticipated by the Conservation Commission Chairman 19. Questions from the Media 20. Next Meeting: April 09, 2024 21. Adjournment Date Submitted: Date Revised: Received by Town Clerk: 03/22/2024 Cassandra West From: SERO_NOI@MassMail.state.ma.us Sent: Thursday, March 14, 2024 12:20 PM To: Chris Miller; amy.walkey@mass.gov; nprice@horsleywitten.com Cc: sero_noi@state.ma.us; William Grafton; William Grafton; William Grafton; Cassandra West; sero_noi@state.ma.us Subject: MassDEP NOI File Number 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 Date: 03/14/2024 Municipality BREWSTER RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act (M.G.L. c. 131, §40): Applicant TOWN OF BREWSTER 1657 MAIN STREET,BREWSTER MA 02631 0 PAINE'S CREEK ROAD/FREEMANS POND * , BREWSTER MA 02631 Address Locus Owner Address This project has been assigned the following file # : SE 009-1969 ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL, NOT APPROVAL OF APPLICATION Although a file # is being issued, please note the following: It appears that the project as proposed would NOT meet the performance standards for Coastal Beach (310 CMR 10.27, Coastal Dunes (310 CMR 10.28) and Barrier Beach (310 CMR 10.29). Barrier beach and dune at this location significant to storm damage prevention, flood control and wildlife habitat. 310 CMR 10.28(3) through (6) shall apply. Is this proposed project in salt marsh as defined at 310 CMR 10.32(2)? Per 310 CMR 10.32(3) any project in salt marsh or the buffer zone to it shall have no adverse effect. As proposed, this project does not appear to meet this Performance Standard. Portion of the project site appears to be located within an Estimated Habitat of Rare Wildlife as designated by the Natural Heritage and Endangered Species Program (NHESP), and as such a copy of this NOI with site plans must be sent to NHESP per 310 CMR 10.37. ADDITIONAL REQUIREMENTS: A Chapter 91 license may be required. Application and transmittal forms are available on the MassDEP website http://www.mass.gov/eea/agencies/massdep/water/approvals/wetlands-and-waterways-forms.html#2. For 1 additional information, contact MassDEP Waterways Program by email at dep.waterways@mass.gov or visit https://www.mass.gov/waterways-program-chapter-91. A 401 Water Quality Certification (WQC) (314 CMR 9.00) may be required for this project. The project qualifies for 401 Certification under the Army Corps of Engineers General Permit for Massachusetts (MAGP), provided that the project meets certain conditions outlined in 314 CMR 9.03 and 9.04, and the conditions under MAGP. WQC information is available at https://www.mass.gov/regulations/314-CMR-9-401-water-quality-certification and MAGP information is available at http://www.nae.usace.army.mil/Missions/Regulatory/StateGeneralPermits/MassachusettsGeneralPermit.aspx. 401 WQC applications must now be submitted electronically through EEA's ePLACE online tool at https://www.mass.gov/lists/water-quality-certification-forms-massdep. MASSDEP WILL NO LONGER ACCEPT PAPER APPLICATIONS FOR THESE FILINGS. General instructions and visual EEA ePLACE step-by-step instructions to assist in submitting your application are available online at https://www.mass.gov/how-to/ww-10-11-majorminor-fill-and-excavation-projects. and https://www.mass.gov/how-to/ww-07-08-09-water-q ua lity-certifications-dredging-projects This project proposes a discharge of dredged or fill material into "Waters of the United States" potentially subject to the federal Clean Water Act. Per the Massachusetts General Permit (MAGP) issued under the federal Clean Water Act, you may be required to notify the US Army Corps of Engineers, New England District of this project proposal. Regards, for MassDEP, Amy.Walkey@mass.gov 2 To: Cape Codder - 781 433-7902, ext. 7902 legals@wickedlocal.com; From: Cassandra West Brewster Conservation Commission 1657 Main Street Brewster, MA 02631 (508) 896-4546 ext. 4243 cwest@brewster-ma.gov For publication in the Cape Codder Newspaper on March 1, 2024. Notice of Public Hearings and Meetings The Brewster Conservation Commission will hold Public Hearings under MA General Law Ch. 131, Section 40, Wetlands Protection Act (WPA), and the Code of the Town of Brewster Chapter 172, Brewster Wetlands Protection Bylaw (BWP Bylaw). This hearing will be conducted in person on Tuesday, March 12, 2024 at 6:00PM, 1st Floor, Brewster Town Hall, 2198 Main Street.This means that at least a quorum of the members of the public body will attend the hearing in person and members of the public are welcome to attend in person as well. As a courtesy only, access to the hearing is also being provided via remote means in accordance with applicable law. Please note that while an option for remote attendance and/or participation is being provided as a courtesy to the public, the hearing will not be suspended or terminated if technological problems interrupt the virtual broadcast or affect remote attendance or participation, unless otherwise required by law. Members of the public with particular interest in any specific item on this agenda, which includes an applicant and its representatives, should make plans for in-person vs. virtual attendance accordingly. Members of the public who wish to access the hearing remotely may do so in the following manner: Phone: Call (929) 436-2866 or (301) 715-8592. Webinar ID: 817 0484 9610 Passcode:565669 To request to speak: Press *9 and wait to be recognized. ZoomWebinar: https://us02web.zoom.us/j/81704849610?pwd=d2VlNm5LcnU2TnBKWExMVEJFUUduQ T09 Passcode: 565669 To request to speak: Tap Zoom “Raise Hand”, then wait to be recognized. When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broadcast (Brewster Government TV Channel 18), Livestream (livestream.brewster-ma.gov), or Video recording (tv.brewster-ma.gov). The Brewster Conservation Commission will consider the following Notice of Intent submittal(s) for: a.Paine’s Creek Road, 38-10 & 38-28. The Town of Brewster proposes to repair an existing culvert and pedestrian path, perform manual invasive plant species management and coastal stabilization previously permitted under SE9-1671, incorporating ongoing periodic maintenance within jurisdictional coastal resource areas including Salt Marsh, Coastal Beach/Tidal Flats, Coastal Dune, Land Under the Ocean, Land Containing Shellfish, Riverfront Area, Land Subject to Coastal Storm Flowage (LSCSF); and the the 100-foot Buffer Zone to the Salt Marsh, Coastal Beach, and Coastal Dune. b.8 Marshview Lane, 127-14. Stacey Pagos Haller proposes the construction of a single family dwelling, with associated driveway and septic system, within the 100-foot buffer to a Coastal Bank, Coastal Salt Marsh and Land Subject to Coastal Storm Flowage. This legal ad shall be posted on Massachusetts Newspaper Publishers’ Association (MNPA) website http://masspublicnotices.org pursuant to Section 13 of Chapter 4 (enacted by Chapter 174 of the Acts of 2016, entitled An Act Relative to Electronic Publication of Certain Legal Notices). Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Massachusetts Wetlands Protection Act (M.G.L. C.131 S. 40) Brewster Conservation Commission Brewster Wetlands Protection By-law Chapter 172 Notice to Abutters Date: 2/22/2024 To: Abutters of property located at: 0 Paine's Creek Road/Freemans Pond Assessors' Map 38 , Parcel 28 & 10, Formerly Map , Parcel From: Town of Brewster , Applicant Owner of Property: Town of Brewster In accordance with the requirements of G.L c. 131, §40, Massachusetts Wetlands Protection Act and Section 5, the Town of Brewster Wetlands Protection By-law, this is notification to you that a filing has been submitted to the Brewster Conservation Commission on behalf of the applicant for a proposed project at the above captioned location. The Project includes the following: Paine's Creek flows through a culvert under a pedestrian foot path and then joins into Cape Cod Bay. Erosion has been occuring at the mouth of the creek on either side of the culvert and foot path. The proposed work is to stabilize the culvert and surrounding areas to combat erosion and storm surge using Articulated concrete blocks (ACB) The proposed work will occur within feet of: Inland Wetlands Coastal Wetlands The project will occur within an Inland Wetland. The project will occur within a Coastal Wetland. The information and plans for the project may be reviewed between 8:30 AM and 4:00 PM, Tuesday through Thursday, at the Conservation Department, Brewster Town Offices, 1657 Main Street. Electronic copies may be requested as an alternative. A public hearing will be held Tuesday, March 12 2024 Until further notice, due to the Covid pandemic, meetings will be held by remote participation. Hearings begin at 6:00 PM. The hearing notice will be publicized in the Cape Codder Newspaper no less than five (5) days prior to the hearing. If you have any questions, please call the Brewster Conservation Department at 896-4546, between the hours of 8:30 AM and 4:00 PM. S' Representative for Applicant D‘rt_LV-Irc 8cNrilo_sVer Nti-W Psavz. 1 1 11 ,l US Army Corps of Engineers,g New England District V: Self -Verification Notification Form (for all tidal and non -tidal projects subject to Corps jurisdiction) Complete all fields (write "none" if applicable) below or use the fillable form at vvww. nae. usace. army. mil/mi ssions/regulatory/state-g eneral-permits/mass achusetts-general-permit. Before work within Corps jurisdiction commences, and unless otherwise specified, email this form, a location map, and project plans drawn to scale and not larger than 11" x 17", to cenae-r@usace.army.mil, (978) 318-8303 (fax), or "Regulatory Division, U.S. Army Corps of Engineers, New England District, 696 Virginia Road, Concord, MA 01742-2751". The Corps will acknowledge receipt of this form in writing. Please call (978) 318-8338 with questions. Town of Brewster Permittee: Address, City, State & Zip: 2198 Main Street, Brewster, MA 02631 Phone(s) and Email: cmiller@brewster-ma.gov (508) 896-3701 Contractor (write none if same as permittee): Address, City, State & Zip: Phone(s) and Email: Prior Corps File or Permit Numbers(s): 13401 Project Location (provide detailed description if necessary): Paine's Creek Culvert at Paine's Creek Beach Address, City, State & Zip: 0 Paine's Creek Road/Freemans Pond, Brewster, MA 02631 Latitude/Longitude Coordinates (if address doesn't exist): 41.760904, -70.113753 Waterway Name: Paine's Creek Work will be done under the following activity(s) in Section III, Eligible Activities (check all that apply): 1 5 9 13 17 21 2 x 6 10 14 18 22 3 7 11 15 19 23 4 8 12 16 20 Project Purpose: Stabilization of a pedestrian foot path and culvert to combat erosion. Paine's Creek flows through a culvert under a pedestrian foot path and then joins into Cape Cod Bay. Erosion has been occuring at the mouth of the creek on either side of the culvert and foot path. The proposed work is to stabilize the culvert and surrounding areas using Articulated concrete blocks (ACB) Work Description: The project aims to stabilize the beach accessway over the culvert and the banks of that accessway on either side of the culvert. The design includes stabilizing the area with articulated concrete block (ACB) mats, refreshment of the existing stone revetment at the toe of slopes for the ACBs, and backfill over and within the ACBs with sand. (continued on next page) MA GPs 34 Apri12018 Aggregate total wetland impact area: temporary SF permanent 6.515 SF Aggregate total waterway impact area: temporary SF permanent 489 SF Aggregate total area of structures temporary SF permanent 6,515 SF (e.g., floats, pile -supported structures) Does your project include any indirect or secondary impacts? (See General Condition 3.) Yes No X If yes, describe here: Proposed Work Dates: Start: Winter 2024 Finish: Summer 2024 Your name/signature below, as permittee, confirms that: a) your project meets the self -verification criteria; and b) you accept and agree to comply with the applicable terms and conditions in the General Permits for Massachusetts. Permittee Printed Name: Permittee Signature: C�\ Date: 2IZ2) 7,02 MA GPs 35 Apri12018 Date: 2/22/2024 TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Project: Paine's Creek Culvert Stabilization Location: 0 Paine's Creek Road/Freemans Pond Property Owner: Town of Brewster I (we) hereby authorize the individual members of the Brewster Conservation Commission and its agents to enter upon the referenced property for the purpose of gathering information regarding the application filed with the Commission pursuant to the Wetlands Protection Act (M.G.L. Ch 131, s. 40) and/or the Brewster Wetlands Protection Bylaw (Chapter 172). Additionally, if an Order of Conditions is issued for the project, I (we) grant permission for Commission members and the Commission's agents to enter the above referenced property for the purpose of inspecting for compliance with the Order of Conditions. This site access authorization is valid until a Certificate of Compliance is issued by the Conservation Commission. Authorized Signature: Date: G)2,1) -7-0-7-k-1) Please Print Name: C 1C, m i' & k ei „ If other than owner, please state whether tenant, agent, or other: Mailing Address: Phone. Email: Cell: Fax: 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town 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 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. J/724 In-ki 1. Signature of Applicant " — � 2. Date 3. Signature of Property Owner (if different) 4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in any part of Section C, Item 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. wpaform3.doc • rev. 6/18/2020 Page 9 of 9 Sustainable Environmental Solutions 90 Route 6A, Unit 1 • Sandwich, MA • 02563 Phone - 508-833-6600 • Fax - 508-833-3150 • www.horsleywitten.com Horsley Witten Group Prepared for: Town of Brewster Department of Natural Resources 1657 Main Street Brewster, MA 02631 Prepared by: Horsley Witten Group, Inc. NOTICE OF INTENT Paine’s Creek Culvert Stabilization Brewster, Massachusetts February 2024 Notice of Intent Paine’s Creek Culvert Stabilization Brewster, Massachusetts Contents Brewster NOI Checklist (original only) Cover Letter Notice of Intent Forms WPA Form 3A (eDEP) NOI Wetland Fee Transmittal Form Local Forms Brewster Fee Transmittal Form Site Access Authorization Form Abutters Certified Abutters List Notification to Abutters Affidavit of Service Project Narrative Notice of Intent Figures Figure 1 – USGS Site Location Map Figure 2 – Aerial Map Figure 3 – FEMA Map Figure 4 – Constraints Map Figure 5 – Soils Map Appendix A – Previous Permits/Approvals for Beach Renourishment and Emergency Conditions Appendix B – 012/2013 Culvert Related Previous Permits/Approvals Appendix C – Map T-34 Coastal Wetlands Restriction Order Appendix D – NHESP Correspondence; MassDEP Ch. 91 Minor Modification Approval; Self-Verification (SV) under the U.S. Army Corps of Engineers (USACE) General Permit (GP) 2 for Maintenance Appendix E – Project Plans (reduced size copy – full size plans separate) horsleywitten.com February 23, 2024 Brewster Conservation Commission c/o Bill Grafton 1657 Main Street Brewster, MA 02631 RE: Notice of Intent Paine’s Creek Culvert Stabilization Project Brewster, Massachusetts Dear Members of the Brewster Conservation Commission, On behalf of the Applicant, the Town of Brewster (the Town), the Horsley Witten Group, Inc. (HW) is pleased to submit this Notice of Intent (NOI) and associated permitting packet for the proposed Paine’s Creek Culvert Stabilization Project (the Project). The current Paine’s Creek culvert was installed in 2013, replacing a former undersized and failing culvert. The original replacement of the culvert was undertaken to restore tidal flow and tidal connectivity to Freemans Pond. As part of the 2013 culvert replacement, the following permits and certifications were submitted and received: • Notice of Intent Superseding Order of Conditions, SE9-1534, recorded February 3, 2012. • 401 Water Quality Certification, SE9-1534, Transmittal No. X239158, recorded February 3, 2012. • Chapter 91 Waterways License No. 13401, recorded February 27, 2013. • Army Corps of Engineers Category 2 PGP, 2011-1697, issued October 2011. • Exemption letter from MESA review, DEP Wetlands File 009-1534, NHESP Tracking No. 10- 28997. While the new culvert was designed following modern sizing protocols, the area around it, and the beach accessway that crosses over the top of the culvert have been suffering from ongoing erosion over the years. The erosion occurs on both the ocean facing (west) and the upstream facing (east) sides of the culvert. Ocean facing side erosion is mostly due to storm surges with related wave action while upstream side erosion is due to both overtopping of the accessway during storms and the drainage velocity conditions created as upstream water drains out of the culvert on the falling tide. As a result of this erosion, Town staff have had to replenish the sand over and surrounding the culvert more than a dozen times on average per year to maintain beach access and protect the integrity of the culvert itself. Under the proposed project, the Town is seeking to stabilize the culvert and surrounding areas to actively minimize the erosion, allow for continued safe and reliable pedestrian beach access, and to protect the previous investment in the replacement culvert with its tidal restoration and resilience benefits. In addition, the Town’s existing Order of Conditions SE9-1671 permitted the removal of a parking area seaward of the culvert with relocation landward of the culvert, maintenance of existing stone erosion controls, and periodic beach renourishment of this active coastal resource area. As such, Brewster Conservation Commission February 23, 2024 Page 2 of 3 H:\Projects\2021\21119 Brewster Paines Creek\Permitting\NOI - Conservation\source\2_NOI Cover Letter Paine's Creek.docx through this current NOI application, the Town is seeking to combine the prior approved OOC SE9-1671 into the OOC for this current NOI submittal in order that all culvert and beach access maintenance and beach renourishment activities are authorized under a single OOC. The requested combined OOC would therefore allow for: • The proposed erosion control maintenance of the culvert area in order to protect the investment made in the culvert crossing that restored tidal flow to the upstream salt marsh; • The continued approval to truck and spread sand above the Mean High Water line (MHW) from the parking lot south of the culvert to the north end of the beach; and • The manual removal of invasive species should any invasive species be observed by the Town during post construction monitoring. Elements of the proposed erosion control project include: • Draping a blanket of articulated concrete blocks (ACB) over the access path to cover and protect both the ocean and upstream facing banks of the beach access path on either side of the culvert; • Securing the toes of slope for the ACBs on either side of the culvert and banks with anchors and repositioning of the existing revetment boulders on site; and • Creating a preferential flow path with an ACB-lined swale for conveyance of stormflow overtopping. Sand can be easily replenished in this swale prior to and during the beach season to allow for continued beach access. The entirety of the proposed project is within Natural Heritage Endangered Species Program (NHESP) Priority Habitat of Rare Species and Estimated Habitat of Rare Species for the Piping Plover, a state- listed species of special concern. To minimize disturbance for this species, the proposed project is anticipated to occur between October and April, outside the time-of-year restriction for the Piping Plover. The Project’s impacts are below Massachusetts Environmental Policy Act (MEPA) thresholds and below Massachusetts Department of Environmental Protection (MassDEP) Water Quality Certification thresholds. MassDEP has determined that the Project can be accomplished as a Minor Modification to the existing Chapter 91 license obtained as part of the 2013 culvert replacement. Since the Project’s impacts are below MEPA thresholds and no other state permits are required, a MEPA Certificate is also not anticipated to be required for this project. The proposed project will occur within jurisdictional coastal resource areas including Salt Marsh, Coastal Beach/Tidal Flats, Coastal Dune, Land Under the Ocean, Land Containing Shellfish, Riverfront Area, Land Subject to Coastal Storm Flowage (LSCSF), the 100-foot Buffer Zone associated with the Salt Marsh, Coastal Beach, and Coastal Dune. Neither Salt Marsh nor Coastal Beach/Tidal Flats are located within the project proposed limit of work. Please see the enclosed Project Narrative for more detailed information on the history of the project site, the elements of the proposed project, and an alternatives analysis. Brewster Conservation Commission February 23, 2024 Page 3 of 3 H:\Projects\2021\21119 Brewster Paines Creek\Permitting\NOI - Conservation\source\2_NOI Cover Letter Paine's Creek.docx Thank you for your consideration of this NOI application. We look forward to meeting you regarding this project. If you have any questions, please feel free to contact me at (508) 833-6600, or nprice@horsleywitten.com. Sincerely, Horsley Witten Group, Inc. Neal M. Price Principal Scientist Enclosures cc: MassDEP, Southeast Regional Office MA Natural Heritage and Endangered Species Program (via Heritage Hub) MA Division of Marine Fisheries, Southeast Marine Fisheries Station Massachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: Transaction ID: Document: Size of File: Status of Transaction: Date and Time Created: Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to “Download a Copy” from the Current Submittals page. 1682344 2/22/2024:6:17:25 PM 275.14K 90ROUTE6AEDEP WPA Form 3 - NOI In Process 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: A.General Information 1. Project Location: a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS POND b. City/Town BREWSTER c. Zip Code 02631 d. Latitude 41.76090N e. Longitude 70.11375W f. Map/Plat #38 g.Parcel/Lot #28 & 10 2. Applicant: Individual Organization a. First Name CHRIS b.Last Name MILLER c. Organization TOWN OF BREWSTER d. Mailing Address 1657 MAIN STREET e. City/Town BREWSTER f. State MA g. Zip Code 02631 h. Phone Number 508­896­3701 i. Fax j. Email cmiller@brewster­ma.gov 3.Property Owner: more than one owner a. First Name CHRIS b. Last Name MILLER c. Organization TOWN OF BREWSTER d. Mailing Address 1657 MAIN STREET e. City/Town BREWSTER f.State MA g. Zip Code 02631 h. Phone Number 508­896­3701 i. Fax j.Email cmiller@brewster­ma.gov 4.Representative: a. First Name NEAL b. Last Name PRICE c. Organization HORSLEY WITTEN GROUP, INC d. Mailing Address 90 ROUTE 6A e. City/Town SANDWICH f. State MA g. Zip Code 02563 h.Phone Number 508­833­6600 i.Fax j.Email nprice@horsleywitten.com 5.Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form): a.Total Fee Paid 0.00 b.State Fee Paid 0.00 c.City/Town Fee Paid 0.00 6.General Project Description: STORM DAMAGE AND EROSION HAVE BEEN OCCURRING AT THE MOUTH OF FREEMANS POND CHANNEL ON EITHER SIDE OF THE CULVERT THAT CONNECTS THE CHANNEL TO PAINES CREEK. THE PROPOSED WORK IS TO STABILIZE THE CULVERT AND SURROUNDING AREAS TO PREVENT EROSION USING ARTICULATED CONCRETE BLOCKS AND ADAPTIVE AND ONGOING BEACH RENOURISHMENT. THIS NOTICE OF INTENT (NOI) ALSO SEEKS AN ORDER OF CONDITIONS (OOC) WITH SPECIAL CONDITIONS THAT WILL ALLOW FOR ONGOING BEACH NOURISHMENT CURRENTLY OCCURRING UNDER ANOTHER OOC (SE9­1671). 7a.Project Type: 1. Single Family Home 2. Residential Subdivision 3.Limited Project Driveway Crossing 4.Commercial/Industrial 5.Dock/Pier 6.Utilities 7.Coastal Engineering Structure 8.Agriculture (eg., cranberries, forestry) 9.Transportation 10.Other 7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1.Yes No If yes, describe which limited project applies to this project: 2. Limited Project 8.Property recorded at the Registry of Deeds for: a.County:b.Certificate:c.Book:d.Page: BARNSTABLE 551 261 B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1.Buffer Zone & Resource Area Impacts (temporary & permanent): This is a Buffer Zone only project ­ Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2.Inland Resource Areas: (See 310 CMR 10.54 ­ 10.58, if not applicable, go to Section B.3. Coastal Resource Areas) Resource Area Size of Proposed Alteration Proposed Replacement (if any) a.Bank 1. linear feet 2. linear feet b.Bordering Vegetated Wetland 1. square feet 2. square feet c.Land under Waterbodies and Waterways 1. Square feet 2. square feet 3. cubic yards dredged 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 PAINE'S CREEK (COASTAL) 1. Name of Waterway (if any) 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 6515 square feet 4. Proposed Alteration of the Riverfront Area: 6515 a. total square feet 6515 b. square feet within 100 ft. 0 c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI?Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996?Yes No 3.Coastal Resource Areas: (See 310 CMR 10.25 ­ 10.35) Resource Area Size of Proposed Alteration Proposed Replacement (if any) a.Designated Port Areas Indicate size under Land under the ocean below, b.Land Under the Ocean 505 1. square feet 0 2. cubic yards dredged c.Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, below d.Coastal Beaches 1. square feet 2. cubic yards beach nourishment e.Coastal Dunes 6245 1. square feet 2. cubic yards dune nourishment f.Coastal Banks 1. linear feet g.Rocky Intertidal Shores 1. square feet h.Salt Marshes 1. square feet 2. sq ft restoration, rehab, crea. i.Land Under Salt Ponds 1. square feet 2. cubic yards dredged j.Land Containing Shellfish 505 1. square feet k.Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l.Land Subject to Coastal Storm Flowage 6750 1. square feet 4.Restoration/Enhancement  Restoration/Replacement 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 entered the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5.Projects Involves Stream Crossings  Project Involves Streams Crossings 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. Other Applicable Standards and Requirements 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 State­Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program (NHESP)? a.Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 b. Date of map:FROM MAP VIEWER If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18).... c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply) 1. Percentage/acreage of property to be altered: (a) within Wetland Resource Area 19.5% / 0.13 AC (5600 SF COASTAL DUNE) percentage/acreage (b) outside Resource Area 0 percentage/acreage 2. Assessor's Map or right­of­way plan of site 3. Project plans for entire project site, including wetland resource areas and areas outside of wetland 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 c. MESA filing fee (fee information available at: http://www.mass.gov/eea/agencies/dfg/dfw/natural­heritage/regulatory­ review/mass­endangered­species­act­mesa/mesa­fee­schedule.html ) Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: d.Vegetation cover type map of site e.Project plans showing Priority & Estimated Habitat boundaries d. 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/eea/agencies/dfg/dfw/laws­regulations/cmr/321­cmr­1000­massachusetts­endangered­ species­act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking Number 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. *Some projects not  in Estimated Habitat may be located in Priority Habitat, and require NHESP review... 2.For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run? a. Not applicable ­ project is in inland resource area only b.Yes No If yes, include proof of mailing or hand delivery of NOI to either: South Shore ­ Cohasset to Rhode Island, and the Cape & Islands: Division of Marine Fisheries ­  Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 S. Rodney French Blvd  New Bedford, MA 02744 North Shore ­ Hull to New Hampshire: Division of Marine Fisheries ­  North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 If yes, it 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. 3.Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a.Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC Name 4.Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a.Yes No 5.Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)? a.Yes No 6.Is this project subject to provisions of the MassDEP Stormwater Management Standards? 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, Explain why the project is exempt: 1.Single Family Home 2.Emergency Road Repair 3.Small Residential Subdivision (less than or equal to 4 single­family houses or less than or equal to 4 units in multi­family housing project) with no discharge to Critical Areas. D. Additional Information 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 by regular mail delivery. 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. 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. a. Plan Title:b. Plan Prepared By:c. Plan Signed/Stamped By:c. Revised Final Date:e. Scale: PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS, BREWSTER, MASSACHUSETTS HORSLEY WITTEN GROUP, INC. RICHARD A. CLAYTOR, JR, P.E.FEBRUARY 22, 2024 1" = 10' 5.If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7.Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8.Attach NOI Wetland Fee Transmittal Form. 9.Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payer name on check: First Name 7. Payer name on check: Last Name 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner(if different)4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in Section C, Items 1­3, 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. Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 1 of 7 * ELECTRONIC COPY 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: A.General Information1. Project Location:a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS PONDb. City/Town BREWSTER c. Zip Code 02631d. Latitude 41.76090N e. Longitude 70.11375Wf. Map/Plat #38 g.Parcel/Lot #28 & 102. Applicant:Individual Organizationa. First Name CHRIS b.Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f. State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j. Email cmiller@brewster­ma.gov3.Property Owner:more than one ownera. First Name CHRIS b. Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f.State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j.Email cmiller@brewster­ma.gov4.Representative:a. First Name NEAL b. Last Name PRICEc. Organization HORSLEY WITTEN GROUP, INCd. Mailing Address 90 ROUTE 6Ae. City/Town SANDWICH f. State MA g. Zip Code 02563h.Phone Number 508­833­6600 i.Fax j.Email nprice@horsleywitten.com5.Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form):a.Total Fee Paid 0.00 b.State Fee Paid 0.00 c.City/Town Fee Paid 0.006.General Project Description: STORM DAMAGE AND EROSION HAVE BEEN OCCURRING AT THE MOUTH OF FREEMANS POND CHANNEL ON EITHER SIDE OF THE CULVERT THAT CONNECTS THE CHANNEL TO PAINES CREEK. THE PROPOSED WORK IS TO STABILIZE THE CULVERT AND SURROUNDING AREAS TO PREVENT EROSION USING ARTICULATED CONCRETE BLOCKS AND ADAPTIVE AND ONGOING BEACH RENOURISHMENT. THIS NOTICE OF INTENT (NOI) ALSO SEEKS AN ORDER OF CONDITIONS (OOC) WITH SPECIAL CONDITIONS THAT WILL ALLOW FOR ONGOING BEACH NOURISHMENT CURRENTLY OCCURRING UNDER ANOTHER OOC (SE9­1671). 7a.Project Type: 1. Single Family Home 2. Residential Subdivision 3.Limited Project Driveway Crossing 4.Commercial/Industrial 5.Dock/Pier 6.Utilities 7.Coastal Engineering Structure 8.Agriculture (eg., cranberries, forestry) 9.Transportation 10.Other 7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1.Yes No If yes, describe which limited project applies to this project: 2. Limited Project 8.Property recorded at the Registry of Deeds for: a.County:b.Certificate:c.Book:d.Page: BARNSTABLE 551 261 B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1.Buffer Zone & Resource Area Impacts (temporary & permanent): This is a Buffer Zone only project ­ Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2.Inland Resource Areas: (See 310 CMR 10.54 ­ 10.58, if not applicable, go to Section B.3. Coastal Resource Areas) Resource Area Size of Proposed Alteration Proposed Replacement (if any) a.Bank 1. linear feet 2. linear feet b.Bordering Vegetated Wetland 1. square feet 2. square feet c.Land under Waterbodies and Waterways 1. Square feet 2. square feet 3. cubic yards dredged 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 PAINE'S CREEK (COASTAL) 1. Name of Waterway (if any) 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 6515 square feet 4. Proposed Alteration of the Riverfront Area: 6515 a. total square feet 6515 b. square feet within 100 ft. 0 c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI?Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996?Yes No 3.Coastal Resource Areas: (See 310 CMR 10.25 ­ 10.35) Resource Area Size of Proposed Alteration Proposed Replacement (if any) a.Designated Port Areas Indicate size under Land under the ocean below, b.Land Under the Ocean 505 1. square feet 0 2. cubic yards dredged c.Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, below d.Coastal Beaches 1. square feet 2. cubic yards beach nourishment e.Coastal Dunes 6245 1. square feet 2. cubic yards dune nourishment f.Coastal Banks 1. linear feet g.Rocky Intertidal Shores 1. square feet h.Salt Marshes 1. square feet 2. sq ft restoration, rehab, crea. i.Land Under Salt Ponds 1. square feet 2. cubic yards dredged j.Land Containing Shellfish 505 1. square feet k.Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l.Land Subject to Coastal Storm Flowage 6750 1. square feet 4.Restoration/Enhancement  Restoration/Replacement 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 entered the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5.Projects Involves Stream Crossings  Project Involves Streams Crossings 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. Other Applicable Standards and Requirements 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 State­Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program (NHESP)? a.Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 b. Date of map:FROM MAP VIEWER If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18).... c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply) 1. Percentage/acreage of property to be altered: (a) within Wetland Resource Area 19.5% / 0.13 AC (5600 SF COASTAL DUNE) percentage/acreage (b) outside Resource Area 0 percentage/acreage 2. Assessor's Map or right­of­way plan of site 3. Project plans for entire project site, including wetland resource areas and areas outside of wetland 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 c. MESA filing fee (fee information available at: http://www.mass.gov/eea/agencies/dfg/dfw/natural­heritage/regulatory­ review/mass­endangered­species­act­mesa/mesa­fee­schedule.html ) Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: d.Vegetation cover type map of site e.Project plans showing Priority & Estimated Habitat boundaries d. 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/eea/agencies/dfg/dfw/laws­regulations/cmr/321­cmr­1000­massachusetts­endangered­ species­act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking Number 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. *Some projects not  in Estimated Habitat may be located in Priority Habitat, and require NHESP review... 2.For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run? a. Not applicable ­ project is in inland resource area only b.Yes No If yes, include proof of mailing or hand delivery of NOI to either: South Shore ­ Cohasset to Rhode Island, and the Cape & Islands: Division of Marine Fisheries ­  Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 S. Rodney French Blvd  New Bedford, MA 02744 North Shore ­ Hull to New Hampshire: Division of Marine Fisheries ­  North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 If yes, it 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. 3.Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a.Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC Name 4.Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a.Yes No 5.Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)? a.Yes No 6.Is this project subject to provisions of the MassDEP Stormwater Management Standards? 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, Explain why the project is exempt: 1.Single Family Home 2.Emergency Road Repair 3.Small Residential Subdivision (less than or equal to 4 single­family houses or less than or equal to 4 units in multi­family housing project) with no discharge to Critical Areas. D. Additional Information 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 by regular mail delivery. 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. 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. a. Plan Title:b. Plan Prepared By:c. Plan Signed/Stamped By:c. Revised Final Date:e. Scale: PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS, BREWSTER, MASSACHUSETTS HORSLEY WITTEN GROUP, INC. RICHARD A. CLAYTOR, JR, P.E.FEBRUARY 22, 2024 1" = 10' 5.If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7.Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8.Attach NOI Wetland Fee Transmittal Form. 9.Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payer name on check: First Name 7. Payer name on check: Last Name 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner(if different)4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in Section C, Items 1­3, 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. Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 2 of 7 * ELECTRONIC COPY 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: A.General Information1. Project Location:a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS PONDb. City/Town BREWSTER c. Zip Code 02631d. Latitude 41.76090N e. Longitude 70.11375Wf. Map/Plat #38 g.Parcel/Lot #28 & 102. Applicant:Individual Organizationa. First Name CHRIS b.Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f. State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j. Email cmiller@brewster­ma.gov3.Property Owner:more than one ownera. First Name CHRIS b. Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f.State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j.Email cmiller@brewster­ma.gov4.Representative:a. First Name NEAL b. Last Name PRICEc. Organization HORSLEY WITTEN GROUP, INCd. Mailing Address 90 ROUTE 6Ae. City/Town SANDWICH f. State MA g. Zip Code 02563h.Phone Number 508­833­6600 i.Fax j.Email nprice@horsleywitten.com5.Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form):a.Total Fee Paid 0.00 b.State Fee Paid 0.00 c.City/Town Fee Paid 0.006.General Project Description:STORM DAMAGE AND EROSION HAVE BEEN OCCURRING AT THE MOUTH OF FREEMANS POND CHANNELON EITHER SIDE OF THE CULVERT THAT CONNECTS THE CHANNEL TO PAINES CREEK. THE PROPOSEDWORK IS TO STABILIZE THE CULVERT AND SURROUNDING AREAS TO PREVENT EROSION USINGARTICULATED CONCRETE BLOCKS AND ADAPTIVE AND ONGOING BEACH RENOURISHMENT. THIS NOTICEOF INTENT (NOI) ALSO SEEKS AN ORDER OF CONDITIONS (OOC) WITH SPECIAL CONDITIONS THAT WILLALLOW FOR ONGOING BEACH NOURISHMENT CURRENTLY OCCURRING UNDER ANOTHER OOC (SE9­1671).7a.Project Type:1. Single Family Home 2. Residential Subdivision3.Limited Project Driveway Crossing 4.Commercial/Industrial5.Dock/Pier 6.Utilities7.Coastal Engineering Structure 8.Agriculture (eg., cranberries, forestry)9.Transportation 10.Other7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310CMR 10.53 (inland)?1.Yes No If yes, describe which limited project applies to this project:2. Limited Project8.Property recorded at the Registry of Deeds for:a.County:b.Certificate:c.Book:d.Page:BARNSTABLE 551 261B. Buffer Zone & Resource Area Impacts (temporary & permanent)1.Buffer Zone & Resource Area Impacts (temporary & permanent):This is a Buffer Zone only project ­ Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland,Inland Bank, or Coastal Resource Area.2.Inland Resource Areas: (See 310 CMR 10.54 ­ 10.58, if not applicable, go to Section B.3. Coastal Resource Areas)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Bank 1. linear feet 2. linear feetb.Bordering Vegetated Wetland 1. square feet 2. square feetc.Land under Waterbodies and Waterways 1. Square feet 2. square feet3. cubic yards dredgedd.Bordering Land Subject to Flooding 1. square feet 2. square feet3. cubic feet of flood storage lost 4. cubic feet replacede.Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f.Riverfront Area PAINE'S CREEK (COASTAL) 1. Name of Waterway (if any) 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 6515 square feet 4. Proposed Alteration of the Riverfront Area: 6515 a. total square feet 6515 b. square feet within 100 ft. 0 c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI?Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996?Yes No 3.Coastal Resource Areas: (See 310 CMR 10.25 ­ 10.35) Resource Area Size of Proposed Alteration Proposed Replacement (if any) a.Designated Port Areas Indicate size under Land under the ocean below, b.Land Under the Ocean 505 1. square feet 0 2. cubic yards dredged c.Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, below d.Coastal Beaches 1. square feet 2. cubic yards beach nourishment e.Coastal Dunes 6245 1. square feet 2. cubic yards dune nourishment f.Coastal Banks 1. linear feet g.Rocky Intertidal Shores 1. square feet h.Salt Marshes 1. square feet 2. sq ft restoration, rehab, crea. i.Land Under Salt Ponds 1. square feet 2. cubic yards dredged j.Land Containing Shellfish 505 1. square feet k.Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l.Land Subject to Coastal Storm Flowage 6750 1. square feet 4.Restoration/Enhancement  Restoration/Replacement 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 entered the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5.Projects Involves Stream Crossings  Project Involves Streams Crossings 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. Other Applicable Standards and Requirements 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 State­Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program (NHESP)? a.Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 b. Date of map:FROM MAP VIEWER If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18).... c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply) 1. Percentage/acreage of property to be altered: (a) within Wetland Resource Area 19.5% / 0.13 AC (5600 SF COASTAL DUNE) percentage/acreage (b) outside Resource Area 0 percentage/acreage 2. Assessor's Map or right­of­way plan of site 3. Project plans for entire project site, including wetland resource areas and areas outside of wetland 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 c. MESA filing fee (fee information available at: http://www.mass.gov/eea/agencies/dfg/dfw/natural­heritage/regulatory­ review/mass­endangered­species­act­mesa/mesa­fee­schedule.html ) Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: d.Vegetation cover type map of site e.Project plans showing Priority & Estimated Habitat boundaries d. 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/eea/agencies/dfg/dfw/laws­regulations/cmr/321­cmr­1000­massachusetts­endangered­ species­act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking Number 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. *Some projects not  in Estimated Habitat may be located in Priority Habitat, and require NHESP review... 2.For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run? a. Not applicable ­ project is in inland resource area only b.Yes No If yes, include proof of mailing or hand delivery of NOI to either: South Shore ­ Cohasset to Rhode Island, and the Cape & Islands: Division of Marine Fisheries ­  Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 S. Rodney French Blvd  New Bedford, MA 02744 North Shore ­ Hull to New Hampshire: Division of Marine Fisheries ­  North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 If yes, it 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. 3.Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a.Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC Name 4.Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a.Yes No 5.Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)? a.Yes No 6.Is this project subject to provisions of the MassDEP Stormwater Management Standards? 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, Explain why the project is exempt: 1.Single Family Home 2.Emergency Road Repair 3.Small Residential Subdivision (less than or equal to 4 single­family houses or less than or equal to 4 units in multi­family housing project) with no discharge to Critical Areas. D. Additional Information 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 by regular mail delivery. 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. 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. a. Plan Title:b. Plan Prepared By:c. Plan Signed/Stamped By:c. Revised Final Date:e. Scale: PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS, BREWSTER, MASSACHUSETTS HORSLEY WITTEN GROUP, INC. RICHARD A. CLAYTOR, JR, P.E.FEBRUARY 22, 2024 1" = 10' 5.If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7.Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8.Attach NOI Wetland Fee Transmittal Form. 9.Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payer name on check: First Name 7. Payer name on check: Last Name 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner(if different)4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in Section C, Items 1­3, 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. Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 3 of 7 * ELECTRONIC COPY 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: A.General Information1. Project Location:a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS PONDb. City/Town BREWSTER c. Zip Code 02631d. Latitude 41.76090N e. Longitude 70.11375Wf. Map/Plat #38 g.Parcel/Lot #28 & 102. Applicant:Individual Organizationa. First Name CHRIS b.Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f. State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j. Email cmiller@brewster­ma.gov3.Property Owner:more than one ownera. First Name CHRIS b. Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f.State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j.Email cmiller@brewster­ma.gov4.Representative:a. First Name NEAL b. Last Name PRICEc. Organization HORSLEY WITTEN GROUP, INCd. Mailing Address 90 ROUTE 6Ae. City/Town SANDWICH f. State MA g. Zip Code 02563h.Phone Number 508­833­6600 i.Fax j.Email nprice@horsleywitten.com5.Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form):a.Total Fee Paid 0.00 b.State Fee Paid 0.00 c.City/Town Fee Paid 0.006.General Project Description:STORM DAMAGE AND EROSION HAVE BEEN OCCURRING AT THE MOUTH OF FREEMANS POND CHANNELON EITHER SIDE OF THE CULVERT THAT CONNECTS THE CHANNEL TO PAINES CREEK. THE PROPOSEDWORK IS TO STABILIZE THE CULVERT AND SURROUNDING AREAS TO PREVENT EROSION USINGARTICULATED CONCRETE BLOCKS AND ADAPTIVE AND ONGOING BEACH RENOURISHMENT. THIS NOTICEOF INTENT (NOI) ALSO SEEKS AN ORDER OF CONDITIONS (OOC) WITH SPECIAL CONDITIONS THAT WILLALLOW FOR ONGOING BEACH NOURISHMENT CURRENTLY OCCURRING UNDER ANOTHER OOC (SE9­1671).7a.Project Type:1. Single Family Home 2. Residential Subdivision3.Limited Project Driveway Crossing 4.Commercial/Industrial5.Dock/Pier 6.Utilities7.Coastal Engineering Structure 8.Agriculture (eg., cranberries, forestry)9.Transportation 10.Other7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310CMR 10.53 (inland)?1.Yes No If yes, describe which limited project applies to this project:2. Limited Project8.Property recorded at the Registry of Deeds for:a.County:b.Certificate:c.Book:d.Page:BARNSTABLE 551 261B. Buffer Zone & Resource Area Impacts (temporary & permanent)1.Buffer Zone & Resource Area Impacts (temporary & permanent):This is a Buffer Zone only project ­ Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland,Inland Bank, or Coastal Resource Area.2.Inland Resource Areas: (See 310 CMR 10.54 ­ 10.58, if not applicable, go to Section B.3. Coastal Resource Areas)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Bank 1. linear feet 2. linear feetb.Bordering Vegetated Wetland 1. square feet 2. square feetc.Land under Waterbodies and Waterways 1. Square feet 2. square feet3. cubic yards dredgedd.Bordering Land Subject to Flooding 1. square feet 2. square feet3. cubic feet of flood storage lost 4. cubic feet replacede.Isolated Land Subject to Flooding 1. square feet2. cubic feet of flood storage lost 3. cubic feet replacedf.Riverfront Area PAINE'S CREEK (COASTAL)1. Name of Waterway (if any)2. Width of Riverfront Area (check one)25 ft. ­ Designated Densely Developed Areas only100 ft. ­ New agricultural projects only200 ft. ­ All other projects3. Total area of Riverfront Area on the site of the proposed project 6515square feet4. Proposed Alteration of the Riverfront Area:6515a. total square feet 6515b. square feet within 100 ft.0c. square feet between 100 ft.and 200 ft.5. Has an alternatives analysis been done and is it attached to this NOI?Yes No6. Was the lot where the activity is proposed created prior to August 1, 1996?Yes No3.Coastal Resource Areas: (See 310 CMR 10.25 ­ 10.35)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Designated Port Areas Indicate size under Land under the ocean below,b.Land Under the Ocean 5051. square feet02. cubic yards dredgedc.Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, belowd.Coastal Beaches 1. square feet 2. cubic yards beach nourishmente.Coastal Dunes 62451. square feet 2. cubic yards dune nourishmentf.Coastal Banks 1. linear feetg.Rocky Intertidal Shores 1. square feeth.Salt Marshes 1. square feet 2. sq ft restoration, rehab, crea.i.Land Under Salt Ponds 1. square feet2. cubic yards dredgedj.Land Containing Shellfish 5051. square feetk.Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland LandUnder Waterbodies and Waterways, above 1. cubic yards dredged l.Land Subject to Coastal Storm Flowage 6750 1. square feet 4.Restoration/Enhancement  Restoration/Replacement 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 entered the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5.Projects Involves Stream Crossings  Project Involves Streams Crossings 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. Other Applicable Standards and Requirements 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 State­Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program (NHESP)? a.Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 b. Date of map:FROM MAP VIEWER If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18).... c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply) 1. Percentage/acreage of property to be altered: (a) within Wetland Resource Area 19.5% / 0.13 AC (5600 SF COASTAL DUNE) percentage/acreage (b) outside Resource Area 0 percentage/acreage 2. Assessor's Map or right­of­way plan of site 3. Project plans for entire project site, including wetland resource areas and areas outside of wetland 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 c. MESA filing fee (fee information available at: http://www.mass.gov/eea/agencies/dfg/dfw/natural­heritage/regulatory­ review/mass­endangered­species­act­mesa/mesa­fee­schedule.html ) Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: d.Vegetation cover type map of site e.Project plans showing Priority & Estimated Habitat boundaries d. 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/eea/agencies/dfg/dfw/laws­regulations/cmr/321­cmr­1000­massachusetts­endangered­ species­act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking Number 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. *Some projects not  in Estimated Habitat may be located in Priority Habitat, and require NHESP review... 2.For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run? a. Not applicable ­ project is in inland resource area only b.Yes No If yes, include proof of mailing or hand delivery of NOI to either: South Shore ­ Cohasset to Rhode Island, and the Cape & Islands: Division of Marine Fisheries ­  Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 S. Rodney French Blvd  New Bedford, MA 02744 North Shore ­ Hull to New Hampshire: Division of Marine Fisheries ­  North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 If yes, it 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. 3.Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a.Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC Name 4.Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a.Yes No 5.Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)? a.Yes No 6.Is this project subject to provisions of the MassDEP Stormwater Management Standards? 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, Explain why the project is exempt: 1.Single Family Home 2.Emergency Road Repair 3.Small Residential Subdivision (less than or equal to 4 single­family houses or less than or equal to 4 units in multi­family housing project) with no discharge to Critical Areas. D. Additional Information 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 by regular mail delivery. 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. 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. a. Plan Title:b. Plan Prepared By:c. Plan Signed/Stamped By:c. Revised Final Date:e. Scale: PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS, BREWSTER, MASSACHUSETTS HORSLEY WITTEN GROUP, INC. RICHARD A. CLAYTOR, JR, P.E.FEBRUARY 22, 2024 1" = 10' 5.If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7.Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8.Attach NOI Wetland Fee Transmittal Form. 9.Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payer name on check: First Name 7. Payer name on check: Last Name 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner(if different)4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in Section C, Items 1­3, 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. Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 4 of 7 * ELECTRONIC COPY 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: A.General Information1. Project Location:a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS PONDb. City/Town BREWSTER c. Zip Code 02631d. Latitude 41.76090N e. Longitude 70.11375Wf. Map/Plat #38 g.Parcel/Lot #28 & 102. Applicant:Individual Organizationa. First Name CHRIS b.Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f. State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j. Email cmiller@brewster­ma.gov3.Property Owner:more than one ownera. First Name CHRIS b. Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f.State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j.Email cmiller@brewster­ma.gov4.Representative:a. First Name NEAL b. Last Name PRICEc. Organization HORSLEY WITTEN GROUP, INCd. Mailing Address 90 ROUTE 6Ae. City/Town SANDWICH f. State MA g. Zip Code 02563h.Phone Number 508­833­6600 i.Fax j.Email nprice@horsleywitten.com5.Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form):a.Total Fee Paid 0.00 b.State Fee Paid 0.00 c.City/Town Fee Paid 0.006.General Project Description:STORM DAMAGE AND EROSION HAVE BEEN OCCURRING AT THE MOUTH OF FREEMANS POND CHANNELON EITHER SIDE OF THE CULVERT THAT CONNECTS THE CHANNEL TO PAINES CREEK. THE PROPOSEDWORK IS TO STABILIZE THE CULVERT AND SURROUNDING AREAS TO PREVENT EROSION USINGARTICULATED CONCRETE BLOCKS AND ADAPTIVE AND ONGOING BEACH RENOURISHMENT. THIS NOTICEOF INTENT (NOI) ALSO SEEKS AN ORDER OF CONDITIONS (OOC) WITH SPECIAL CONDITIONS THAT WILLALLOW FOR ONGOING BEACH NOURISHMENT CURRENTLY OCCURRING UNDER ANOTHER OOC (SE9­1671).7a.Project Type:1. Single Family Home 2. Residential Subdivision3.Limited Project Driveway Crossing 4.Commercial/Industrial5.Dock/Pier 6.Utilities7.Coastal Engineering Structure 8.Agriculture (eg., cranberries, forestry)9.Transportation 10.Other7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310CMR 10.53 (inland)?1.Yes No If yes, describe which limited project applies to this project:2. Limited Project8.Property recorded at the Registry of Deeds for:a.County:b.Certificate:c.Book:d.Page:BARNSTABLE 551 261B. Buffer Zone & Resource Area Impacts (temporary & permanent)1.Buffer Zone & Resource Area Impacts (temporary & permanent):This is a Buffer Zone only project ­ Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland,Inland Bank, or Coastal Resource Area.2.Inland Resource Areas: (See 310 CMR 10.54 ­ 10.58, if not applicable, go to Section B.3. Coastal Resource Areas)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Bank 1. linear feet 2. linear feetb.Bordering Vegetated Wetland 1. square feet 2. square feetc.Land under Waterbodies and Waterways 1. Square feet 2. square feet3. cubic yards dredgedd.Bordering Land Subject to Flooding 1. square feet 2. square feet3. cubic feet of flood storage lost 4. cubic feet replacede.Isolated Land Subject to Flooding 1. square feet2. cubic feet of flood storage lost 3. cubic feet replacedf.Riverfront Area PAINE'S CREEK (COASTAL)1. Name of Waterway (if any)2. Width of Riverfront Area (check one)25 ft. ­ Designated Densely Developed Areas only100 ft. ­ New agricultural projects only200 ft. ­ All other projects3. Total area of Riverfront Area on the site of the proposed project 6515square feet4. Proposed Alteration of the Riverfront Area:6515a. total square feet 6515b. square feet within 100 ft.0c. square feet between 100 ft.and 200 ft.5. Has an alternatives analysis been done and is it attached to this NOI?Yes No6. Was the lot where the activity is proposed created prior to August 1, 1996?Yes No3.Coastal Resource Areas: (See 310 CMR 10.25 ­ 10.35)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Designated Port Areas Indicate size under Land under the ocean below,b.Land Under the Ocean 5051. square feet02. cubic yards dredgedc.Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, belowd.Coastal Beaches 1. square feet 2. cubic yards beach nourishmente.Coastal Dunes 62451. square feet 2. cubic yards dune nourishmentf.Coastal Banks 1. linear feetg.Rocky Intertidal Shores 1. square feeth.Salt Marshes 1. square feet 2. sq ft restoration, rehab, crea.i.Land Under Salt Ponds 1. square feet2. cubic yards dredgedj.Land Containing Shellfish 5051. square feetk.Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland LandUnder Waterbodies and Waterways, above1. cubic yards dredgedl.Land Subject to CoastalStorm Flowage 67501. square feet4.Restoration/Enhancement Restoration/ReplacementIf the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has beenentered in Section B.2.b or B.3.h above, please entered the additional amount here.a. square feet of BVW b. square feet of Salt Marsh5.Projects Involves Stream Crossings Project Involves Streams CrossingsIf 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 crossingsC. Other Applicable Standards and RequirementsStreamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review1.Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recentEstimated Habitat Map of State­Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program(NHESP)?a.Yes NoIf yes, include proof of mailing or hand delivery of NOI to:Natural Heritage and Endangered SpeciesProgramDivision of Fisheries and Wildlife1 Rabbit Hill RoadWestborough, MA 01581b. Date of map:FROM MAP VIEWERIf yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18)....c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply)1. Percentage/acreage of property to be altered:(a) within Wetland Resource Area 19.5% / 0.13 AC (5600 SF COASTAL DUNE)percentage/acreage(b) outside Resource Area 0percentage/acreage2. Assessor's Map or right­of­way plan of site3. Project plans for entire project site, including wetland resource areas and areas outside of wetland jurisdiction, showingexisting 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 sitec. MESA filing fee (fee information available at: http://www.mass.gov/eea/agencies/dfg/dfw/natural­heritage/regulatory­review/mass­endangered­species­act­mesa/mesa­fee­schedule.html )Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: d.Vegetation cover type map of site e.Project plans showing Priority & Estimated Habitat boundaries d. 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/eea/agencies/dfg/dfw/laws­regulations/cmr/321­cmr­1000­massachusetts­endangered­ species­act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking Number 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. *Some projects not  in Estimated Habitat may be located in Priority Habitat, and require NHESP review... 2.For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run? a. Not applicable ­ project is in inland resource area only b.Yes No If yes, include proof of mailing or hand delivery of NOI to either: South Shore ­ Cohasset to Rhode Island, and the Cape & Islands: Division of Marine Fisheries ­  Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 S. Rodney French Blvd  New Bedford, MA 02744 North Shore ­ Hull to New Hampshire: Division of Marine Fisheries ­  North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 If yes, it 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. 3.Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a.Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC Name 4.Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a.Yes No 5.Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)? a.Yes No 6.Is this project subject to provisions of the MassDEP Stormwater Management Standards? 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, Explain why the project is exempt: 1.Single Family Home 2.Emergency Road Repair 3.Small Residential Subdivision (less than or equal to 4 single­family houses or less than or equal to 4 units in multi­family housing project) with no discharge to Critical Areas. D. Additional Information 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 by regular mail delivery. 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. 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. a. Plan Title:b. Plan Prepared By:c. Plan Signed/Stamped By:c. Revised Final Date:e. Scale: PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS, BREWSTER, MASSACHUSETTS HORSLEY WITTEN GROUP, INC. RICHARD A. CLAYTOR, JR, P.E.FEBRUARY 22, 2024 1" = 10' 5.If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7.Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8.Attach NOI Wetland Fee Transmittal Form. 9.Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payer name on check: First Name 7. Payer name on check: Last Name 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner(if different)4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in Section C, Items 1­3, 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. Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 5 of 7 * ELECTRONIC COPY Not a development project and no impervious surfaces present 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: A.General Information1. Project Location:a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS PONDb. City/Town BREWSTER c. Zip Code 02631d. Latitude 41.76090N e. Longitude 70.11375Wf. Map/Plat #38 g.Parcel/Lot #28 & 102. Applicant:Individual Organizationa. First Name CHRIS b.Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f. State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j. Email cmiller@brewster­ma.gov3.Property Owner:more than one ownera. First Name CHRIS b. Last Name MILLERc. Organization TOWN OF BREWSTERd. Mailing Address 1657 MAIN STREETe. City/Town BREWSTER f.State MA g. Zip Code 02631h. Phone Number 508­896­3701 i. Fax j.Email cmiller@brewster­ma.gov4.Representative:a. First Name NEAL b. Last Name PRICEc. Organization HORSLEY WITTEN GROUP, INCd. Mailing Address 90 ROUTE 6Ae. City/Town SANDWICH f. State MA g. Zip Code 02563h.Phone Number 508­833­6600 i.Fax j.Email nprice@horsleywitten.com5.Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form):a.Total Fee Paid 0.00 b.State Fee Paid 0.00 c.City/Town Fee Paid 0.006.General Project Description:STORM DAMAGE AND EROSION HAVE BEEN OCCURRING AT THE MOUTH OF FREEMANS POND CHANNELON EITHER SIDE OF THE CULVERT THAT CONNECTS THE CHANNEL TO PAINES CREEK. THE PROPOSEDWORK IS TO STABILIZE THE CULVERT AND SURROUNDING AREAS TO PREVENT EROSION USINGARTICULATED CONCRETE BLOCKS AND ADAPTIVE AND ONGOING BEACH RENOURISHMENT. THIS NOTICEOF INTENT (NOI) ALSO SEEKS AN ORDER OF CONDITIONS (OOC) WITH SPECIAL CONDITIONS THAT WILLALLOW FOR ONGOING BEACH NOURISHMENT CURRENTLY OCCURRING UNDER ANOTHER OOC (SE9­1671).7a.Project Type:1. Single Family Home 2. Residential Subdivision3.Limited Project Driveway Crossing 4.Commercial/Industrial5.Dock/Pier 6.Utilities7.Coastal Engineering Structure 8.Agriculture (eg., cranberries, forestry)9.Transportation 10.Other7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310CMR 10.53 (inland)?1.Yes No If yes, describe which limited project applies to this project:2. Limited Project8.Property recorded at the Registry of Deeds for:a.County:b.Certificate:c.Book:d.Page:BARNSTABLE 551 261B. Buffer Zone & Resource Area Impacts (temporary & permanent)1.Buffer Zone & Resource Area Impacts (temporary & permanent):This is a Buffer Zone only project ­ Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland,Inland Bank, or Coastal Resource Area.2.Inland Resource Areas: (See 310 CMR 10.54 ­ 10.58, if not applicable, go to Section B.3. Coastal Resource Areas)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Bank 1. linear feet 2. linear feetb.Bordering Vegetated Wetland 1. square feet 2. square feetc.Land under Waterbodies and Waterways 1. Square feet 2. square feet3. cubic yards dredgedd.Bordering Land Subject to Flooding 1. square feet 2. square feet3. cubic feet of flood storage lost 4. cubic feet replacede.Isolated Land Subject to Flooding 1. square feet2. cubic feet of flood storage lost 3. cubic feet replacedf.Riverfront Area PAINE'S CREEK (COASTAL)1. Name of Waterway (if any)2. Width of Riverfront Area (check one)25 ft. ­ Designated Densely Developed Areas only100 ft. ­ New agricultural projects only200 ft. ­ All other projects3. Total area of Riverfront Area on the site of the proposed project 6515square feet4. Proposed Alteration of the Riverfront Area:6515a. total square feet 6515b. square feet within 100 ft.0c. square feet between 100 ft.and 200 ft.5. Has an alternatives analysis been done and is it attached to this NOI?Yes No6. Was the lot where the activity is proposed created prior to August 1, 1996?Yes No3.Coastal Resource Areas: (See 310 CMR 10.25 ­ 10.35)Resource Area Size of Proposed Alteration Proposed Replacement (if any)a.Designated Port Areas Indicate size under Land under the ocean below,b.Land Under the Ocean 5051. square feet02. cubic yards dredgedc.Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, belowd.Coastal Beaches 1. square feet 2. cubic yards beach nourishmente.Coastal Dunes 62451. square feet 2. cubic yards dune nourishmentf.Coastal Banks 1. linear feetg.Rocky Intertidal Shores 1. square feeth.Salt Marshes 1. square feet 2. sq ft restoration, rehab, crea.i.Land Under Salt Ponds 1. square feet2. cubic yards dredgedj.Land Containing Shellfish 5051. square feetk.Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland LandUnder Waterbodies and Waterways, above1. cubic yards dredgedl.Land Subject to CoastalStorm Flowage 67501. square feet4.Restoration/Enhancement Restoration/ReplacementIf the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has beenentered in Section B.2.b or B.3.h above, please entered the additional amount here.a. square feet of BVW b. square feet of Salt Marsh5.Projects Involves Stream Crossings Project Involves Streams CrossingsIf 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 crossingsC. Other Applicable Standards and RequirementsStreamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review1.Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recentEstimated Habitat Map of State­Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program(NHESP)?a.Yes NoIf yes, include proof of mailing or hand delivery of NOI to:Natural Heritage and Endangered SpeciesProgramDivision of Fisheries and Wildlife1 Rabbit Hill RoadWestborough, MA 01581b. Date of map:FROM MAP VIEWERIf yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18)....c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply)1. Percentage/acreage of property to be altered:(a) within Wetland Resource Area 19.5% / 0.13 AC (5600 SF COASTAL DUNE)percentage/acreage(b) outside Resource Area 0percentage/acreage2. Assessor's Map or right­of­way plan of site3. Project plans for entire project site, including wetland resource areas and areas outside of wetland jurisdiction, showingexisting 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 sitec. MESA filing fee (fee information available at: http://www.mass.gov/eea/agencies/dfg/dfw/natural­heritage/regulatory­review/mass­endangered­species­act­mesa/mesa­fee­schedule.html )Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above addressProjects altering 10 or more acres of land, also submit:d.Vegetation cover type map of sitee.Project plans showing Priority & Estimated Habitat boundariesd. OR Check One of the following1. Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321CMR 10.14, http://www.mass.gov/eea/agencies/dfg/dfw/laws­regulations/cmr/321­cmr­1000­massachusetts­endangered­species­act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR10.37 and 10.59.)2. Separate MESA review ongoing.a. NHESP Tracking Numberb. Date submitted to NHESP3.Separate MESA review completed.Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan.*Some projects not  in Estimated Habitat may be located in Priority Habitat, and require NHESP review...2.For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run?a. Not applicable ­ project is in inland resource area onlyb.Yes NoIf yes, include proof of mailing or hand delivery of NOI to either:South Shore ­ Cohasset to Rhode Island, and the Cape & Islands:Division of Marine Fisheries ­ Southeast Marine Fisheries StationAttn: Environmental Reviewer836 S. Rodney French Blvd New Bedford, MA 02744 North Shore ­ Hull to New Hampshire:Division of Marine Fisheries ­ North Shore OfficeAttn: Environmental Reviewer30 Emerson AvenueGloucester, MA 01930If yes, it 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.3.Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?a.Yes No If yes, provide name of ACEC (see instructions to WPAForm 3 or DEP Website for ACEC locations). Note:electronic filers click on Website.b. ACEC Name4.Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in theMassachusetts Surface Water Quality Standards, 314 CMR 4.00?a.Yes No5.Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, §40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)?a.Yes No6.Is this project subject to provisions of the MassDEP Stormwater Management Standards? 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, Explain why the project is exempt: 1.Single Family Home 2.Emergency Road Repair 3.Small Residential Subdivision (less than or equal to 4 single­family houses or less than or equal to 4 units in multi­family housing project) with no discharge to Critical Areas. D. Additional Information 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 by regular mail delivery. 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. 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. a. Plan Title:b. Plan Prepared By:c. Plan Signed/Stamped By:c. Revised Final Date:e. Scale: PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS, BREWSTER, MASSACHUSETTS HORSLEY WITTEN GROUP, INC. RICHARD A. CLAYTOR, JR, P.E.FEBRUARY 22, 2024 1" = 10' 5.If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7.Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8.Attach NOI Wetland Fee Transmittal Form. 9.Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payer name on check: First Name 7. Payer name on check: Last Name 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner(if different)4. Date 5. Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in Section C, Items 1­3, 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. Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 6 of 7 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Provided by MassDEP: MassDEP File Number 4 WPA Form 3 -Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number City/Town 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 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. 1�ca� 2.Date 1 3.Signature of Property Owner (if different)4.Date 5.Signature of Representative (if 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 the city/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 to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in any part of Section C, Item 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. wpaform3.doc • rev. 6/18/2020 Page 9 of 9 BREWSTER 2/23/24 A. Applicant Information 1. Applicant: a. First Name CHRIS b.Last Name MILLER c. Organization TOWN OF BREWSTER d. Mailing Address 1657 MAIN STREET e. City/Town BREWSTER f. State MA g. Zip Code 02631 h. Phone Number 5088963701 i. Fax j. Email cmiller@brewster­ma.gov 2.Property Owner:(if different) a. First Name CHRIS b. Last Name MILLER c. Organization TOWN OF BREWSTER d. Mailing Address 1657 MAIN STREET e. City/Town BREWSTER f.State MA g. Zip Code 02631 h. Phone Number 5088963701 i. Fax j.Email cmiller@brewster­ma.gov 3. Project Location: a. Street Address 0 PAINE'S CREEK ROAD/FREEMANS POND b. City/Town BREWSTER Are you exempted from Fee? (YOU HAVE SELECTED 'YES') Note: Fee will be exempted if you are one of the following: City/Town/County/District Municipal Housing Authority Indian Tribe Housing Authority MBTA State agencies are only exempt if the fee is less than $100 B. Fees Activity Type Activity Number Activity Fee RF Multiplier Sub Total City/Town share of filling fee $0.00 State share of filing fee $0.00 Total Project Fee $0.00 Massachusetts Department of Environmental Protection Bureau of Resource Protection ­ Wetlands WPA Form 3 ­ Notice of Wetland FeeTransmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File #: eDEP Transaction #:1682344 City/Town:BREWSTER Page 1 of 1 * ELECTRONIC COPY Code of the Town of Brewster Wetlands Protection Chapter 172 Brewster Wetlands Protection By-law Wetlands Fee Transmittal Form Fee Categories The fee must be calculated using the following process and worksheet and included in the Notice of Intent or Abbreviated Notice of Resource Area Delineation Application: Step 1/Type of Activity: Describe each type of activity (from the Category of Activities and Fees) which will occur in a wetland resource area and buffer zone. If a variance is requested, add "w/var." - for example: Cat. 1a): work on a single family lot: addition w/var. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify the fee associated with each type of activity using the categories of projects and fees listed. Add applicable variance fee for each activity requiring a variance. 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. Step 5/Total Project Fee: Determine the total BWP By-law fee for the project by adding the subtotal amounts identified in Step 4. Step 6/Advertising Fee: Add $15 for advertising Step 7/Processing and Mailing Fee: Add $20 for processing and mailing Step 8/Town Portion of State Fee: Amount calculated in Massachusetts NOI Wetland Fee Transmittal Form, WPA Form 3. Step 9/Total Paid to the Town of Brewster: Total of By-law fee, consultant fee, advertising fee, processing & mailing fee, and town portion of state fee. Make checks payable to the Town of Brewster. Step 1 Step 2 Step 3 Step 4 Type of Activity Number of Individual Subtotal Activities Activity Fee ___________________ __________ ___________ __________ ___________________ __________ ___________ __________ ___________________ __________ ___________ __________ ___________________ __________ ___________ __________ ___________________ __________ ___________ __________ Step 5/ Total BWP By-Law Project Fee Step 6/Advertising Fee: $____________ Step 7/Processing & Mailing Fee: $____________ Step 8/Town Portion of State Fee: $____________ Step 9/Total Paid to the Town of Brewster: $____________ Submit only this page of the Fee Schedule with the Notice of Intent. FEE EXEMPT TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Date: 2/22/2024 Projec t: Paine's Creek Culvert Stabilization Location: 0 Paine's Creek Road/Freemans Pond Property Owner: Town of Brewster I (we) hereby authorize the individual members of the Brewster Conservation Commission and its agents to enter upon the referenced property for the purpose of gathering information regarding the application filed with the Commission pursuant to the Wetlands Protection Act (M.G.L. Ch 131, s. 40) and/or the Brewster Wetlands Protection Bylaw (Chapter 172). Additionally, if an Order of Conditions is issued for the project, I (we) grant permission for Commission members and the Commission's agents to enter the above referenced property for the purpose of inspecting for compliance with the Order of Conditions. This site access authorization is valid until a Certificate of Compliance is issued by the Conservation Commission. Authorized Signature:�� Plea�e Print Name: C:\-\ R\ \ MI l-\.,@: � .I I If other than owner, please state whether tenant, agent, or other: Mailing Address: ______________________ _ Phone: Email: ----------------------- Cell: ___________ _ Fax: ------------- TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 38/10/0 & 38/28/0 Key ZipCd/CountryMailing City STOwnerParcel ID Location Mailing Street MABREWSTER 026310 MAIN STREET 2198 MAIN STREETBREWSTER TOWN OF2278 6-14-0-E CONSERVATION COMMISSION(21-3) MABREWSTER 026310 WINGS ISLAND 2198 MAIN STREETBREWSTER TOWN OF2 6-43-0-E CONSERVATION COMMISSION(1-1) MAVINEYARD HAVEN 025680 LOWER ROAD PO BOX 537DUGAN DION ETAL2137 37-41-0-R (19-9) MABREWSTER 026310 PAINES CREEK ROAD 36 RED TOP ROADBREWSTER CONSERVATION TRUST6 38-7-0-E TRUSTEES(1-8) CTHAMDEN 06517477 PAINES CREEK ROAD C/O LESLIE ROBINSONROBINSON LESLIE &5 38-8-0-R KOLWEY DEBORA J R(1-7)24 HARMON STREET MANEWTON 02460491 PAINES CREEK ROAD 30 FOSTER STREETWILSON MARI A TRUSTEE25 38-9-0-R MARI A WILSON REVOCABLE TRUST(1-22) MABREWSTER 026310 PAINES CREEK ROAD 2198 MAIN STREETBREWSTER TOWN OF4 38-10-0-E (1-6) MABREWSTER 02631506 PAINES CREEK ROAD 506 PAINES CREEK ROADMCIVER GALE F63 38-11-0-R (2-39) MABREWSTER 02631496 PAINES CREEK ROAD C/O ANTHONY DELGADOERM LIMITED PARTNERSHIP64 38-12-0-R (2-40)496 PAINES CREEK ROAD MALEXINGTON 0242175 CEDAR HILL ROAD 212A MARRETT ROADMARK L HOUGHTON TRUSTEE61 38-25-0-R MARK L HOUGHTON TRUST(2-37) MABREWSTER 0263191 CEDAR HILL ROAD 91 CEDAR HILL ROADYOUNG ROBERT F & SUZANNE CO-TRUSTEES60 38-26-0-R (2-36) MALEXINGTON 0242183 CEDAR HILL ROAD 212 MARRETT ROADHOUGHTON MARK L TRUSTEE62 38-27-0-R MARK L HOUGHTON TRUST(2-38) MABREWSTER 026310 PAINES CREEK ROAD 2198 MAIN STREETBREWSTER TOWN OF27 38-28-0-E (2-1) MADOVER 02030102 CEDAR HILL ROAD 10 BEN ARTHURS WAYROSENFELD JONATHAN D &58 38-29-0-R FELDMAN ARLENE C(2-34) MAASHLAND 0172194 CEDAR HILL ROAD 58 KINGS ROWGAINE WILLIAM N JR & MARIA I TRUSTEES59 38-30-0-R (2-35) Page 112/29/2023 Key ZipCd/CountryMailing City STOwnerParcel ID Location Mailing Street CTGLASTONBURY 0603380 CEDAR HILL ROAD 181 HUBBARD STREETABBT BEVERLY L &ABBT DAVID F &88 38-31-0-R MACLEAN DONALD P & SUSAN E(2-66) MACANTON 0202172 CEDAR HILL ROAD 21 STANDISH DRIVESILVIA WALTER R & DIANN C TRUSTEES89 38-32-0-R (2-67) MABOSTON 02199371 ROBBINS HILL ROAD 770 BOYLSTON STREETROBBINS HILL CREEK LLC54 38-73-0-R (2-32)PENTHOUSE 27D NJBARNEGAT LIGHT 08006354 ROBBINS HILL ROAD 16E 27TH STREETBREWSTER SANDS LLC28 38-76-0-R (2-2) MABREWSTER 02631336 ROBBINS HILL ROAD 336 ROBBINS HILL ROADLEE S MING & JENNIE TRUSTEES29 38-77-0-R THREE MJ REALTY TRUST-BARNSTABLE(2-3) MABREWSTER 026310 WARRENS ROAD 36 RED TOP ROADBREWSTER CONSERVATION TRUST16421 38-101-0-E TRUSTEES(2-33) Page 212/29/2023 6-14-0-E BREWSTER TOWN OF CONSERVATION COMMISSION 2198 MAIN STREET BREWSTER, MA 02631 6-43-0-E BREWSTER TOWN OF CONSERVATION COMMISSION 2198 MAIN STREET BREWSTER, MA 02631 37-41-0-R DUGAN DION ETAL PO BOX 537 VINEYARD HAVEN, MA 02568 38-7-0-E BREWSTER CONSERVATION TRUST TRUSTEES 36 RED TOP ROAD BREWSTER, MA 02631 38-8-0-R ROBINSON LESLIE & KOLWEY DEBORA J R C/O LESLIE ROBINSON 24 HARMON STREET HAMDEN, CT 06517 38-9-0-R WILSON MARI A TRUSTEE MARI A WILSON REVOCABLE TRUST 30 FOSTER STREET NEWTON, MA 02460 38-10-0-E BREWSTER TOWN OF 2198 MAIN STREET BREWSTER, MA 02631 38-11-0-R MCIVER GALE F 506 PAINES CREEK ROAD BREWSTER, MA 02631 38-12-0-R ERM LIMITED PARTNERSHIP C/O ANTHONY DELGADO 496 PAINES CREEK ROAD BREWSTER, MA 02631 38-25-0-R MARK L HOUGHTON TRUSTEE MARK L HOUGHTON TRUST 212A MARRETT ROAD LEXINGTON, MA 02421 38-26-0-R YOUNG ROBERT F & SUZANNE CO-TRUSTEES 91 CEDAR HILL ROAD BREWSTER, MA 02631 38-27-0-R HOUGHTON MARK L TRUSTEE MARK L HOUGHTON TRUST 212 MARRETT ROAD LEXINGTON, MA 02421 38-28-0-E BREWSTER TOWN OF 2198 MAIN STREET BREWSTER, MA 02631 38-29-0-R ROSENFELD JONATHAN D & FELDMAN ARLENE C 10 BEN ARTHURS WAY DOVER, MA 02030 38-30-0-R GAINE WILLIAM N JR & MARIA I TRUSTEES 58 KINGS ROW ASHLAND, MA 01721 38-31-0-R ABBT BEVERLY L &ABBT DAVID F & MACLEAN DONALD P & SUSAN E 181 HUBBARD STREET GLASTONBURY, CT 06033 38-32-0-R SILVIA WALTER R & DIANN C TRUSTEES 21 STANDISH DRIVE CANTON, MA 02021 38-73-0-R ROBBINS HILL CREEK LLC 770 BOYLSTON STREET PENTHOUSE 27D BOSTON, MA 02199 38-76-0-R BREWSTER SANDS LLC 16E 27TH STREET BARNEGAT LIGHT, NJ 08006 38-77-0-R LEE S MING & JENNIE TRUSTEES THREE MJ REALTY TRUST-BARNSTABLE 336 ROBBINS HILL ROAD BREWSTER, MA 02631 38-101-0-E BREWSTER CONSERVATION TRUST TRUSTEES 36 RED TOP ROAD BREWSTER, MA 02631 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Massachusetts Wetlands Protection Act (M.G.L. C.131 S. 40) Brewster Conservation Commission Brewster Wetlands Protection By-law Chapter 172 Date: 2/22/2024 Notice to Abutters To: Abutters of property located at: 0 Paine's Creek Road/Freemans Pond Assessors' Map_3_8 __ ., Parcel 28 & 10, Formerly Map ____ , Parcel __ _ From: Town of Brewster , Applicant Owner of Propert y: Town of Brewster-------------------- In accordance with the requirements of G.L c. 131, §40, Massachusetts Wetlands Protection Act and Section 5, the Town of Brewster Wetlands Protection By-law, this is notification to you that a filing has been submitted to the Brewster Conservation Commission on behalf of the applicant for a proposed project at the above captioned location. The Project includes the following: Paine's Creek flows through a culvert under a pedestrian foot path and then joins into Cape Cod Bay. Erosion has been occuring at the mouth of the creek on either side of the culvert and foot path. The proposed work is to stabilize the culvert and surrounding areas to combat erosion and storm surge using Articulated concrete blocks (ACB) The proposed work will occur within ____ feet of: 0 Inland Wetlands0 Coastal Wetlands E The project will occur within an Inland Wetland. �The project will occur within a Coastal Wetland. The information and plans for the project may be reviewed between 8:30 AM and 4:00 PM, Tuesday through Thursday, at the Conservation Department, Brewster Town Offices, 1657 Main Street. Electronic copies may be requested as an alternative. A public hearing will be held Tuesday, March 12 , 20_2_4 __ _ Until further notice, due to the Covid pandemic, meetings will be held by remote participation. Hearings begin at 6:00 PM. The hearing notice will be publicized in the Cape Gadder Newspaper no less than five (5) days prior to the hearing. If you have any questions, ple ase call the Brewster Conservation Department at 896-4546, bet ween the hours of 8:30 AM and 4:00 PM. Re resentative for A licant Revised 2/17/2017 AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act (To be submitted to the Massachusetts Department of Environmental Protection and the Conservation Commission when filing a Notice of Intent) I, , hereby certify under the (Name of person making the Affidavit) pains and penalties of perjury that on I gave notification to abutters (Date) in compliance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994, in connection with the following matter: A Notice of Intent filed under the Massachusetts Wetlands Protection Act by with the (Name of Applicant) (Name of Municipality) Conservation Commission on for property located at (Date) (Address of land where work is proposed) The form of the notification and a list of the abutters to whom it was given and their addresses, are attached to this Affidavit of Service. (Name) (Date) Town of Brewster 0 Paine's Creek Road/Freemans Pond Town of Brewter Neal Price February 23, 2024 February 23, 2024 2/22/24 Project Narrative Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  1    NOI Narrative for  Paine’s Creek Culvert  Brewster, Massachusetts    TABLE OF CONTENTS  1.0 Introduction ..................................................................................................................................... 3  1.1 Background .................................................................................................................................. 3  1.1.1 Permitting and Approval Background ..................................................................................... 3  1.2 Project Objectives ........................................................................................................................ 7  2.0 Existing Conditions ........................................................................................................................... 8  2.1 FEMA Designation ..................................................................................................................... 13  2.2 State‐listed Rare Species Habitat .............................................................................................. 14  3.0 Resources Under the Massachusetts Wetlands Protection Act and Brewster Wetlands Bylaw ... 15  3.1 Regulated Resource Areas ......................................................................................................... 16  3.1.1 Salt Marsh ............................................................................................................................. 16  3.1.2 Coastal Beach & Tidal Flat ..................................................................................................... 19  3.1.3 Coastal Dune ......................................................................................................................... 22  3.1.4 Land Under the Ocean .......................................................................................................... 25  3.1.5 Land Containing Shellfish ...................................................................................................... 25  3.1.6 Riverfront Area ...................................................................................................................... 25  3.1.7 Land Subject to Coastal Storm Flowage ................................................................................ 28  4.0 Project Description ........................................................................................................................ 28  4.1 Proposed Project ....................................................................................................................... 28  4.2 Proposed Construction Methodology ....................................................................................... 29  4.3 Proposed Wetland Resource Area Impacts ............................................................................... 31  4.4 Mitigation Measures ................................................................................................................. 31  4.5 Protection of Local Interests/Brewster Wetlands Bylaw Ch.172 and Wetlands Protection  Regulations Ch. 172 ................................................................................................................................ 31  5.0 Alternatives Analysis ...................................................................................................................... 33  6.0 Invasive Species Management ....................................................................................................... 39  7.0 Additional Project Permitting ........................................................................................................ 39  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  2    LIST OF FIGURES  Figure 1 – USGS Topographic Map  Figure 2 – Existing Constraints Map  Figure 3 – USGS Maps of Brewster (1900 and 2021)  Figure 4 – Historical Aerials (2008/2009 and 2021)  Figure 5 – FEMA FIRMette Excerpt Map  Figure 6 – Coastal Barrier Resources System Unit C‐10  Figure 7 – Rare Species Habitat Except Map  Figure 8 – MassDEP Mouth of Coastal Rivers Map  Figure 9 – Standard Detail for Gabion Baskets  Figure 10 – Brush Mattress with Live Stakes Detail  Figure 11 – Standard Detail for Coir Log Installation  Figure 12 – Live Crib wall details  Figure 13 – Living Shoreline Details     LOCUS MAPS  Figure 1 – USGS Topographic Map  Figure 2 – Aerial Photo  Figure 3 – FEMA FIRMette  Figure 4 – Existing Constraints  Figure 5 – NRCS Soils  APPENDICES  Appendix A – Previous Permits/Approvals for Beach Renourishment and Emergency Conditions  Appendix B – 2012/2013 Culvert Related Previous Permits/Approvals  Appendix C – Map T‐34 Coastal Wetlands Restriction Order  Appendix D – Current Project NHESP/ MassDEP/ USACE Correspondence  Appendix E – Project Design Plans   Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  3    1.0  Introduction  The Town of Brewster (the Town) is proposing a coastal stabilization project for the area surrounding a  culvert that suffers from erosion at the mouth of Paine’s Creek and an unnamed stream (referenced  here as “Freemans Pond Channel”). Paine’s Creek Landing/Beach is located in northwestern Brewster,  Massachusetts, where Freemans Pond Channel flows west into Paine’s Creek through a concrete box  culvert beneath Paine’s Creek Road (Figure 1). Freemans Pond Channel and Paine’s Creek are both tidal  stream systems. The culvert was installed in 2013 to replace an undersized original culvert (approval  under OOC #SE9‐1534) in order to restore tidal connectivity to the upstream Freemans Pond and  associated salt marsh habitat. Routine maintenance and beach renourishment have been occurring  since the replacement of the culvert. The current improvements to the culvert are proposed as follow‐ up maintenance to protect the Town’s investment in that replacement culvert and ensure its continued  functionality, as well as to provide for continued beach access.  The Town received funding for the  currently proposed maintenance and improvements from its Project Partners, the National Resources  Conservation Service (NRCS), the Massachusetts Division of Ecological Restoration (DER), and the Cape  Cod Conservation District (CCCD).   With this Notice of Intent (NOI) application, the Town is seeking to receive an Order of Conditions (OOC)  to conduct the proposed coastal stabilization project, and to roll in a prior OOC (#SE9‐1671) for beach  renourishment at Paine’s Creek into one consolidated OOC in order to allow for all ongoing routine  culvert, beach access, and beach renourishment maintenance at Paine’s Creek Landing to occur under  one OOC.  1.1 Background  Freemans Pond Channel runs east to west, draining Freemans Pond, flowing through a culvert under the  access pathway to the Paine’s Creek Beach, and joining the saltwater outlet of Paine’s Creek just before  Paine’s Creek empties into Cape Cod Bay (Figure 1). The site consists of a partially paved beach parking  lot to the south of Freemans Pond Channel, with pedestrian beach access crossing over the culvert from  the parking lot to the beach on the north side of the creek. Both Freemans Pond Channel and Paine’s  Creek are tidal in the site vicinity.  The current culvert is a 10‐feet wide by 6‐feet tall open‐bottom concrete culvert that was completed in  2013, replacing a former undersized and failing culvert at that location to convey tidal inflow and  drainage between Freemans Pond and Cape Cod Bay. The culvert allows for public beach access from a  parking lot where Paine’s Creek Road meets Cedar Hill Road. The Town regularly renourishes the sand  along the beach access over the culvert and its banks following erosion events to preserve beach access  and culvert stability. The intent of this project is to improve stability at the culvert sufficiently so that  sand replenishment activities can be reduced to several times a year from the reported dozens of times  per year that are currently required.  1.1.1 Permitting and Approval Background  The Freemans Pond Landing area has received multiple iterations of environmental permits and, due to  periodic adverse impacts experienced from storm events and high tide cycles, emergency conditions  through multiple conservation commission approvals. Reviews and approvals have included  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  4    Determinations of Applicability, Emergency Certifications, Emergency Declaration (in reference to the  Winter Storm Riley in 2018), and Orders of Conditions.  The Brewster Conservation Commission has issued the following Emergency Conditions and Declarations  for Paine’s Creek Beach and Freemans Pond Channel (included in Appendix A):   March 18, 2018: Emergency Declaration Form (2018 Winter Storm Riley), sand renourishment   “to maintain the integrity of the culvert and prevent injury to members of the public using the  area”.    March 9, 2018: Sand renourishment.    February 15, 2011: Sand renourishment to combat erosion.    May 12, 2009: Moving armor stone; Sand renourishment to combat erosion.  A number of activities within Paine’s Creek and Freemans Pond Channel over the years have trigged  Orders of Conditions (OOC) from the Brewster Conservation Commission. Previous OOCs have included  the following:   Approval SE9‐1671, which was issued on August 3, 2015, included beach renourishment,  maintaining/relocating existing stone, and repair/maintenance of an existing footbridge.   Approval SE9‐1534 which was issued on November 18, 2011, Superseding OOC issued on  February 2, 2012 with a Final Decision on August 16, 2012 included the restoration of tidal  flushing to Freemans Pond, associated salt marsh, and other wetlands, by replacing an existing,  failing culvert with a larger culvert, sized to increase the tidal flow to Freemans Pond and the  Freemans Pond Channel, on Paine’s Creek Road at Paine’s Creek Beach. This approval is in  reference to the original reconstruction of the Paine’s Creek culvert which was replaced in 2013.  This OOC also included an appeal to MassDEP and a complaint to the Court that have been  resolved.   Approval SE9‐1526, which was issued on May 6, 2011, with Amendment 1 issued on September  4, 2012 included the removal of the previous asphalt parking lot further out on the beach,  creating a small replacement parking area further back form the beach near the junction with  Cedar Hill Road, and installing stormwater improvements in the new parking lot.   Approval SE8‐871, which was issued on September 12, 1996, included a proposed boat ramp to  replace an existing 8‐foot‐wide X 42‐foot‐long asphalt ramp with modular concrete pads.  The Emergency Conditions, Emergency Declarations, and Order of Conditions #SE9‐1671 addressed  above are included in Appendix A.   As discussed above, the Paine’s Creek and Freemans Pond culvert was reconstructed in 2013 to increase  tidal conveyance and restore tidal flow to the upstream resources. As part of the culvert replacement,  the following permits and certifications were received:   Notice of Intent Superseding Order of Conditions, SE9‐1534, recorded February 3, 2012.   401 Water Quality Certification, SE9‐1534, Transmittal No. X239158, recorded February 3, 2012.   Chapter 91 Waterways License No. 13401, recorded February 27, 2013.   Army Corps of Engineers Category 2 PGP, 2011‐1697, issued October 2011.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  5     Exemption letter from MESA review, DEP Wetlands File 009‐1534, NHESP Tracking No 10‐28997.  Copies of the 2012/2013 culvert replacement permits are included in Appendix B.   This NOI proposes to incorporate a resilient and adaptive approach for both the culvert and the beach  by reinforcing the culvert with the addition of articulated concrete blocks (ACBs), which are concrete  blocks joined by wire to form a flexible mat, as well as maintaining the pedestrian path above the culvert  as needed with beach renourishment to continue to allow for public pedestrian access. Beach  renourishment of coastal dune resources and periodic maintenance of existing stone was included in  approved OOC #SE9‐1671, and this Notice of Intent proposes to incorporate all of the authorized SE9‐ 1671 into this one new OOC so that all beach access maintenance activities at Paine’s Creek Landing are  authorized under one OOC. Another request for this Notice of Intent involves ongoing invasive plant  vegetative management which is foreseen to be a task for future activities.  The Town of Brewster  proposes periodic hand maintenance of any existing invasive plants but may consider other  management techniques, if necessary, through a Request for Amended Order of Conditions.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  6        Figure 1. USGS Locus – Paine’s Creek Road Culvert  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  7    1.2 Project Objectives  The proposed project includes the stabilization of the culvert and immediate surrounding area to better  protect it, protect the investment the culvert provides for salt marsh habitat restoration upstream, and  protect the access path against future erosion. The areas of greatest erosion concern are along both of  the side slopes of a public access path crossing over the culvert immediately adjacent to the culvert. The  causes of the erosion include storm surge, astronomical high tides, and pedestrian foot traffic as people  try to access the creek adjacent to the culvert. According to Town staff, direct wave‐induced velocity  erosion is a less significant factor than is the simple, high storm surge and astronomical tides  overtopping the access road on the flood tide, followed by higher velocity flows on the upstream side on  the ebb tide as water drains back out of the Freemans Pond Channel system through the culvert. The  inland side of the culvert has a visually evident scour pool indicating that velocity of flow through the  culvert is a contributing factor to erosion on the upstream side, particularly when the culvert opening is  submerged creating surcharged flow conditions (Photo 1). Older photographs indicate that this scour  pool was likely present before the new culvert was installed. However, the scour pool has increased  since the construction of the 2013 culvert. The currently observed erosion may be exacerbated in the  future by sea level rise and climate change impacts on rainfall events and intensity.  The intent of this project is to improve stability at the culvert sufficiently so that sand replenishment  activities can be reduced to several times a year from the reported dozens of times per year that are  currently required. As such, in addition to the proposed stabilization of the culvert, this Notice of Intent  proposes beach renourishment to continue to allow for public pedestrian access.  In order to maintain the beach site and access to the beach for pedestrians and the public, an accessory  goal of this NOI is for the Town, per Approval SE9‐1671, to continue to truck and spread sand between  the area above the Mean High Water line (MHW) to the south of the loose stone revetment at the north  end of the beach and the parking lot south of the culvert.   Ongoing, approved, beach renourishment locations are called out in Sheet 1 approved site plan for SE9‐ 1671 included in Appendix A.   Invasive species were not found to be a threat to biological integrity during the ecological  characterization of the site. Should any invasive species be observed by the Town during post  construction monitoring, they will be manually removed and disposed of properly. No herbicides are  anticipated to be needed. On‐going periodic invasive management through hand maintenance may be  necessary if invasive species take root.  Managing these species early in the process through hand  maintenance will ensure that the invasive plants have difficulty colonizing.  If the invasive species  colonize, there may be a need for more advanced techniques that would be permitted separately in the  future, if necessary.     Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  8      Photo 1. Freemans Pond Channel Culvert and scour pool (upstream side) taken January 12, 2023  2.0  Existing Conditions  Freemans Pond Channel flows west into Paine’s Creek, and then Cape Cod Bay, through a concrete box  culvert beneath Paine’s Creek Road. Paine’s Creek and Stony Brook are both tidal stream systems. Figure  2 depicts MassGIS wetlands resources and related ecological, habitat, and other environmental  constraints in the project area. Just south of the box culvert, Paine’s Creek Road transitions from a  paved roadway to a sand access way that extends from the culvert to Paine’s Creek Beach, which faces  north toward Cape Cod Bay. East of Paine’s Creek Road, Freemans Pond Channel originates and flows  north out of Freemans Pond toward Cape Cod Bay before making a sharp bend to the west north of  Cedar Hill Road and flowing towards and ultimately through the culvert and into Paine’s Creek. To the  south of the channel, between the creek and Cedar Hill Road, is primarily a salt marsh community. The  elevation rises quickly from the salt marsh to Cedar Hill Road and continues to rise further to the south  where a residential neighborhood is located. To the north of the channel is primarily a dune community,  with some pockets of salt marsh and small sections of tidal flats along the periphery of the creek’s  channel. Further north toward Cape Cod Bay the dune transitions to beach (Paine’s Creek Beach). West  of Paine’s Creek Road, in the vicinity of the culvert, Paine’s Creek flows north into Cape Cod Bay. South  of the culvert, along the eastern side of the Paine’s Creek channel, is a fringe salt marsh. North of this  same location the eastern periphery of the Paine’s Creek channel is a beach area, with a small section of  isolated salt marsh. North and south of the culvert, along the west side of the beach access path over  the culvert, there is a line of loosely placed stone/boulder revetment materials. That revetment was  redone during the 2013 culvert installation and has since slumped and spread out. These project area  resources are shown on Photos 2‐13.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  9      Figure 2. Existing Constraints based on MassDEP GIS Layers  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  10      In the summer, the Town places a handicap accessible mat along the pedestrian access path to improve  accessibility. Kayaks and other small craft are stored alongside the mat. Users launch at various points.   The main area of concern for erosion is the upstream (east) side of the culvert, where erosion is  occurring around the entrance of the culvert on both banks. Erosion has occurred both along the sides  of Paine’s creek, and behind the headwall at both ends of the culvert. The photographs below depict  some of the erosional concerns in the area under varying tidal conditions.    Photo 1.  Culvert (upstream side) taken January 12, 2023    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  11      Photo 2. Culvert (downstream side) taken January 12, 2023      Photo 3.  Culvert (facing downstream) during an extreme high tide (dated Jan. 23, 2023)  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert    February 2024  Brewster, MA  12    Figure 3 depicts past and recent USGS maps and aerial photographs of the project area that reveal the  changes to the appearances of Freemans Pond, the channel, and Paine’s Creek over the years.       Aerial photographs (Figure 4) of the project site before and after the culvert replacement in 2013 show  notable changes to Freemans Pond channel and Paine’s Creek following the culvert replacement.      Figure 4. 2008/2009 Historical Aerial (Left) and 2021 Historical Aerial (Right). Note the previous parking lot that existed past  Paine’s Creek and Freemans Pond culvert.   Figure 3. 1900 USGS Map Brewster (Left) and 2021 USGS Map of Brewster (Right)  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert    February 2024  Brewster, MA  13    2.1 FEMA Designation  According to the current FEMA Flood Insurance Rate Map (FEMA FIRM) for Barnstable County  (Community Panel 25001C0413J, effective date 7/16/2014), most of the site is located within Zone VE,  Special Flood Hazard Areas with wave velocity (elevation 15 feet above sea level), with portions of the  project site along Cedar Hill Road mapped within Zone AE, Special Flood Hazard Areas with a Base Flood  Elevation (13 feet); (Figure 5).  Additionally, the subject site is located within Coastal Barrier Resources  System Unit C‐10 (Figure 6).   Figure 5. Excerpt of Federal Emergency Management Agency (FEMA) FIRMette for subject site.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  14    Figure 6. Coastal Barrier Resources System Unit C‐10.    2.2 State‐listed Rare Species Habitat  According to the most recent version of the Massachusetts Natural Heritage Atlas (15th Edition, August  1, 2021), the project site occurs in whole or in part within areas of Priority Habitat of Rare Species (PH  892) and Estimated Habitat of Rare Wildlife (EH 697) as designated by the Massachusetts Natural  Heritage and Endangered Species Program (NHESP) (Figure 7).   Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert    February 2024  Brewster, MA  15    Figure 7. Rare species habitat (Source MassMapper 2022).  The entirety of the proposed project will be occurring within NHESP mapped Priority Habitat (PH) and  Estimated Habitat (EH). A Natural Heritage Data Release request was submitted, and Mass Wildlife,  responding on December 1, 2023, identified one rare species, the Piping Plover in the vicinity of the  project area. Additional details for the species are listed in the table below.   Table 1. State‐Listed Species In or Near the Project Area  Scientific Name Common Name Taxonomic Group State Status  Charadrius melodus Piping Plover Bird Threatened (T)    HW has coordinated with and will continue to coordinate with NHESP during the permitting process. Site  disturbance is anticipated to occur between October and April, outside of the time‐of‐year restriction  for this species. In addition, the stabilization of the culvert is not expected to occur within the proximity  of nesting areas.   The Project NHESP letter, dated December 1, 2023, is included in this package in Appendix D.  3.0  Resources Under the Massachusetts Wetlands Protection Act and  Brewster Wetlands Bylaw  The site supports coastal resource areas, as defined under the Massachusetts Wetlands Protection Act  (WPA) (M.G.L. Ch. 131 § 40) and the Town of Brewster Wetlands Protection Bylaw (Chapter 172) and  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  16    their respective regulations. Paine’s Creek and Freemans Pond is located on Map T‐34 of the Coastal  Wetlands Restriction Order which is attached in Appendix C. The Coastal Wetlands Restriction Order  allows for beach nourishment and states “Beach nourishment except on salt marsh areas or productive  shellfish tidal flats as identified by the Division of Marine Fisheries or the local Shellfish Department;  dune nourishment; bank and dune stabilization and coastal engineering structures which are otherwise  approved under all applicable municipal, state and federal laws, and only where such structures will  have no adverse effects on adjacent property or downcoast areas.”   3.1 Regulated Resource Areas  HW wetland biologists identified and delineated these resource areas during a site visit on February 17,  2022. Jurisdictional areas identified on or adjacent to the site include Salt Marsh; Coastal Beach/Tidal  Flats; Coastal Dune; Land Under the Ocean and Land Containing Shellfish; Riverfront Area; Land Subject  to Coastal Storm Flowage (LSCSF); the 100‐foot Buffer Zone associated with the Salt Marsh, Coastal  Beach, and Coastal Dune. The resource areas are associated with Paine’s Creek, a perennial stream that  flows west of the site, and Freemans Pond Channel, a perennial stream that flows into Paine’s Creek  from Freemans Pond beneath Paine’s Creek Road. Resource areas and associated buffer zones are  shown on the existing conditions sheet of the project design plans included here as Appendix F.  HW followed wetland resource area identification and on‐site delineation procedure guidelines  described in the Massachusetts Department of Environmental Protection (MassDEP) handbook, entitled  Delineating Bordering Vegetated Wetlands Under the Massachusetts Wetlands Protection Act (March,  1995), the Massachusetts Wetlands Protection Act (M.G.L. Ch. 131 § 40), and its implementing  Regulations (310 CMR 10.00), and the Town of Brewster Wetlands Protection Bylaw (Chapter 172) and  associated Wetlands Protection Regulations.   Prior to conducting field delineations, HW reviewed existing source data, including USGS Geological  Survey 7.5 minute topographic maps, Massachusetts Department of Environmental Protection  (MassDEP) wetlands source data available through the Massachusetts Geographic Information System  (MassGIS), USDA Natural Resources Conservation Service (NRCS) soils survey, U.S. Fish and Wildlife  Service National Wetland Inventory (NWI) maps, and other source data to identify the presence of  jurisdictional wetlands and waters of the United States within the site. This information was used to  compile base mapping to assist in the understanding of the hydrologic variables, soils conditions, and  vegetation communities (where applicable).  3.1.1 Salt Marsh  Salt Marsh is defined at 310 CMR 10.32(2) as “a coastal wetland that extends landward up to the highest  high tide line, that is, the highest spring tide of the year, and is characterized by plants that are well  adapted to or prefer living in, saline soils. Dominant plants within salt marshes are salt meadow cord  grass (Spartina patens) and/or saltmarsh cordgrass (Spartina alterniflora). A salt marsh may contain  tidal creeks, ditches and pools.”  Salt Marsh is defined by the Brewster Wetland Regulations (Chapter 172 2.06) as “a coastal wetland  that extends landward up to the highest Spring Tide line of the year, and is characterized by a plant  community consisting of 50% or more of any of the following species: Salt marsh cord grass (Spartina  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  17    alterniflora); Salt meadow cord grass (Spartina patens); Spike grass (Distichlis spicata); Sea Lavender  (Limonium nashii); Seaside Plantago (Plantago juncoides); Aster (Aster subulatus); Seaside Goldenrod  (Solidago sempervirens); Salt Bush (Atriplex patula); Sea‐ Blite (Suaeda maritima); Black‐ grass (Juncus  gerardi); Samp hire (Salicornia europaea); Glasswort (S. begelovii); Reed (Phragmites australis);  Saltmarsh Bulrush (Scirpus robustus); or Cattails (Typha spp.).”  The site supports fringe Salt Marsh in four separate areas located along both sides of Freemans Pond  channel and along the eastern side of Paine’s Creek. The largest section of Salt Marsh at the site is found  southeast of the box culvert, between Freemans Pond channel and Cedar Hill Road (Photo 5). The  second largest area of salt marsh is found southwest of the culvert along the eastern edge of Paine’s  Creek near the parking lot (Photo 6).  Some salt marsh area on the northern bank of the Freemans Pond  channel appears to have been lost to erosion since the time of the 2013 culvert installation and is now  limited to a small patch within the limits of this project’s site plans (Photo 7). This area transitions to the  adjacent coastal dune. The salt marsh vegetation consists of smooth cordgrass (Spartina alterniflora)  within the lower reaches, and salt meadow cordgrass (Spartina patens), seashore saltgrass (Distichlis  spicata), orache (Atriplex sp.), and maritime marsh‐elder (Iva frutescens), with occasional seaside  goldenrod (Solidago sempervirens), quackgrass (Agropyron pungens), and sea milkwort (Glaux  maritima). at the higher marsh elevations.    HW delineated the landward boundary of salt marsh with a series of consecutively numbered yellow  flagging stations labeled SM 1 – SM 6 (southeast of culvert), SM 7 – SM 11 (southwest of the culvert),  and SM 12 – SM 14 (northwest of the culvert), and SM 1‐4 (northeast of culvert). No salt marsh is  located within the extent of the proposed limit of work, as defined by both the Massachusetts WPA and  Brewster Wetlands Protection Bylaw.   3.1.1.1 Regulatory Compliance – Salt Marsh  Currently, erosion is threatening the culvert and its surrounding resources. By stabilizing the culvert,  astronomical high tides and erosion can be better managed. Pursuant to the WPA 10.32(5) and Brewster  Wetlands Protection Regulations 2.06(3)(a), salt marsh work is allowed for “A proposed project in a salt  marsh, on lands within 100 feet of a salt marsh, or in a body of water adjacent to a salt marsh shall not  destroy any portion of the salt marsh and shall not have an adverse effect on the productivity of the salt  marsh”. Additionally, Brewster Bylaws section 2.06(3)(c) and the WPA section 10.32(5) state “a project  which will restore or rehabilitate a salt marsh or create a salt marsh” shall be permitted. No salt marsh is  located within the proposed physical construction limit of work area for this project, but the limit of  work is located within the 100‐foot buffer to salt marsh.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  18      Photo 4. Looking southeast from the culvert at salt marsh between Cedar Hill Road and Freemans Pond channel. (Feb. 17,  2022)    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  19      Photo 5. Looking southwest from the culvert at the fringe Salt Marsh along the east side of Paine’s Creek. (Feb. 17, 2022)    Photo 7. Looking southwest towards the culvert Salt Marsh #4 is an apparently “isolated” vegetated portion of salt marsh along  the northern shoreline of Freemans Pond Channel that remains following erosion (Jan.27, 2024)  3.1.2 Coastal Beach & Tidal Flat  Coastal Beach is defined at 310 CMR 10.27(2) as “unconsolidated sediment subject to wave, tidal and  coastal storm action which forms the gently sloping shore of a body of salt water and includes tidal flats.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  20    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 Beach is defined by the Brewster Wetland Regulations (Chapter 172 2.02) as “unconsolidated  sediment subject to wave, tidal and coastal storm action which forms the gently sloping shore of a body  of salt water and includes 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 bank line or the  seaward edge of existing man‐ made structures, when these structures replace one of the above lines,  whichever is closest to the ocean.”  Tidal Flat is defined at 310 CMR 10.27(2) as “any nearly level part of a coastal beach which usually  extends from the mean low water line landward to the more steeply sloping face of the coastal beach or  which may be separated from the beach by land under the ocean.”   Tidal Flats is defined by the Brewster Wetland Regulations (Chapter 172 2.02) as “any nearby level part  of a coastal beach which usually extends from the mean low water line landward to the more steeply  sloping face of the coastal beach or which may be separated from the beach by land under the ocean.”  There are beach and/or tidal flat sections that exist along the northern side of Freemans Pond channel,  as well as the eastern side of Paine’s Creek (north and south of the culvert) (Photos 8‐11). The beach and  tidal flat sections along the northern side of the channel occur as small benches along the periphery of  the channel, where sections of steep slopes leading up to the dunes are collapsing into the channel. No  coastal beach or tidal flat is estimated to occur within the extent of the proposed limit of work as  defined by the Massachusetts WPA and the Brewster Wetlands Protection Bylaw.        Photo 8. Looking at the beach area just northeast of the  culvert, along the north side of Freemans Pond channel. (Feb.  17, 2022)    Photo 9. View of the tidal flats further east of the culvert,  along the north side of Freemans Pond Channel. (Feb. 17,  2022)  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  21      Photo 10. View of beach and tidal flat sections northwest of the culvert, along the downstream side. (Feb. 17, 2022)      Photo 6. Looking at the beach area just northwest of the culvert, along the east side of Paine’s Creek. The mouth of Paine’s  Creek can be seen at the upper left corner of the photo.  (Feb. 17, 2022)    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  22    3.1.2.1 Regulatory Compliance – Coastal Beach & Tidal Flats  Pursuant to 310 CMR 10.27, “any project on a coastal beach, except any project permitted under 310  CMR 10.30(3)(a), shall not have an adverse effect by increasing erosion, decreasing the volume or  changing the form of any such coastal beach or an adjacent or downdrift coastal beach”.   Pursuant to Ch. 172 2.02(3) of the Brewster Wetlands Protection Regulations, “No activity, other than  maintenance of an already existing structure, which will result in the building within or upon, removing,  filling, or altering of coastal beaches or tidal flats, or of any land within 50 feet of any coastal beach or  tidal flat, shall be permitted by the Conservation Commission, except for activity which is allowed under  a variance from these regulations granted pursuant to Section 5.01.”A variance may be granted by the  Conservation Commission if “there will be no adverse impact from the proposed project”.  As the purpose of this project is to stabilize the existing culvert and accessway and reduce existing  erosion, the project is compliant with both of these state and local regulations. Proposed stabilization  and erosion control will occur through the placement of articulated concrete blocks (ACB) (see Proposed  Construction Methodology in Section 4.1). In addition to the ACBs, anchors and reused rip rap will assist  in protecting the resources from erosion. During the culvert replacement in 2013, “softer” erosion  control measures were attempted and, as evidenced by the ongoing erosion at the site and the need for  frequent sand renourishments by the Town, those softer erosion control measures are not sufficient for  the dynamic environment at this site.  3.1.3 Coastal Dune  Coastal Dune is defined at 310 CMR 10.28(2) as “any natural hill, mound or ridge of sediment landward  of a coastal beach deposited by wind action or storm overwash. Coastal dune also means sediment  deposited by artificial means and serving the purpose of storm damage prevention or flood control  Coastal Dune is defined by the Brewster Wetland Regulations (Chapter 172 2.03) 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.  The site supports a large section of Coastal Dune that exists east of Paine’s Creek, between Paine’s  Creek Beach and the Freemans Pond channel (Photo 12). There is an additional, smaller area of Coastal  Dune that exists just north of the gravel parking area, between Paine’s Creek Road and the Salt Marsh  along the north side of Cedar Hill Road. This area was utilized previously as a paved parking lot (see  Photo 4, above) that has since been removed. During construction, imported soil was brought in to  replace the paved parking area and vegetation was re‐established for renaturalization.   Commonly observed vegetation in the dune communities includes American beach grass (Ammophila  breviligulata), eastern red cedar (Juniperus virginiana), and beach plum (Prunus maritima), as well as  smaller amounts of Virginia rose (Rosa virginiana), bayberry (Morella caroliniensis), Asian bittersweet  (Celastrus orbiculatus), shrub honeysuckle (Lonicera sp.), poison ivy (Toxicodendron radicans), black  cherry (Prunus serotina), and eastern false willow (Baccharis halimifolia). The dune area within the  proposed limit of work for this project is not vegetated.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  23    HW delineated the seaward boundary of Coastal Dune along the sections of beach and tidal flats  northeast of the culvert with a series of consecutively numbered yellow flagging stations labeled Dune 1  – 8, where the elevation rises quickly from the channel. Approximately 6,245 square feet of coastal dune  is estimated to occur within the extent of the proposed limit of work as defined by the Massachusetts  WPA and the Brewster Wetlands Protection Bylaw.    Photo 12. Dune community between the Paine’s Creek Beach and creek. (Feb. 17, 2022)  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  24      Photo 73. Dune section north of the gravel parking area. (Feb. 17, 2022)    3.1.3.1 Regulatory Compliance – Coastal Dune  Pursuant to 310 CMR 10.28, “any alteration of, or structure on, a coastal dune or within 100 feet of a  coastal dune shall not have an adverse effect on the coastal dune by:  (a) affecting the ability of waves to remove sand from the dune;  (b) disturbing the vegetative cover so as to destabilize the dune;  (c) causing any modification of the dune form that would increase the potential for storm or  flood damage;  (d) interfering with the landward or lateral movement of the dune;  (e) causing removal of sand from the dune artificially; or  (f) interfering with mapped or otherwise identified bird nesting habitat.”  The Brewster Wetlands Protection Regulations Ch. 172 2.03(3‐5) addresses Coastal Dune similarly, and a  variance for the work within 50 feet of any coastal dune may be granted by the Conservation  Commission if “there will be no adverse impact from the proposed project”.  The placement of the articulated concrete blocks (ACBs) and additional stabilization amenities will not  interfere with the current migration of the dune, structure, or flow of the creek.    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  25    3.1.4 Land Under the Ocean  Land Under the Ocean (LUO) is defined at 310 CMR 10.25(2) as “land extending from the mean low  water line seaward to the boundary of the municipality's jurisdiction and includes land under estuaries.”   Land Under the Ocean is defined by the Brewster Wetland Regulations (Chapter 172 2.01) as “land  extending from the mean low water line seaward to the boundary of the municipality' s jurisdiction.”  LUO is found within the Freemans Pond channel and Paine’s Creek. Approximately 505 square feet of  LUO is estimated to occur within the extent of the proposed limit of work as defined by the  Massachusetts WPA and the Brewster Wetlands Protection Bylaw.  3.1.4.1 Regulatory Compliance – LUO  Pursuant to 310 CMR 10.25, proposed work shall not impair LUO and no project may have an adverse  effect on specified habitat sites of rare vertebrate or invertebrate species. Stabilization measures will  take place on the accessway and side slopes, and land under the ocean will not be affected by this  project. Additionally, the proposed work will take place during the approved seasons for habitats  involving piping plovers – the identified rare species on site. Site disturbance is anticipated to occur  between October and April, outside of the time‐of‐year restriction for this species.  3.1.5 Land Containing Shellfish  Land Containing Shellfish (LCS) is defined at 310 CMR 10.34(2) as “land under the ocean, tidal flats, rocky  intertidal shores, salt marshes and land under salt ponds when any such land contains shellfish.”   Land Under the Ocean is defined by the Brewster Wetland Regulations (Chapter 172 2.08) as “land  under the ocean, tidal flats, salt marshes and land under salt ponds when any such land contains  shellfish.  LCS at the project site is coincident with LUO and is found within the Freemans Pond channel and  Paine’s Creek. Approximately 505 square feet of LCS is estimated to occur within the extent of the  proposed limit of work as defined by the Massachusetts WPA and the Brewster Wetlands Protection  Bylaw.  3.1.5.1 Regulatory Compliance – LCS   Pursuant to 310 CMR 10.34, proposed work shall not impair Land Containing Shellfish, and no project  may have an adverse effect on specified habitat sites of rare vertebrate or invertebrate species.  Stabilization measures will take place on the accessway and side slopes, and land under the ocean will  not be affected by this project. Additionally, the proposed work will take place during the approved  seasons for habitats involving piping plovers – the identified rare species on site. Site disturbance is  anticipated to occur between October and April, outside of the time‐of‐year restriction for this species.  3.1.6 Riverfront Area  Riverfront Area is defined at 310 CMR 10.58(2)(a)3 as “the area of land between a river’s mean annual  high‐water line measured horizontally outward from the river and a parallel line located 200 feet away  (…)”  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  26    2. Mean Annual High‐water Line of a river is the line that is apparent from visible markings or changes in  the character of soils or vegetation due to the prolonged presence of water and that distinguishes  between predominantly aquatic and predominantly terrestrial land. (…)   c. In tidal rivers, the mean annual high‐water line is coincident with the mean high‐water line  determined under 310 CMR 10.23:  Mean High Water Line means the line where the arithmetic mean of the high water heights observed  over a specific 19‐year metonic cycle (the National Tidal Datum Epoch) meets the shore and shall be  determined using hydrographic survey data of the National Ocean Survey of the U.S. Department of  Commerce. As this site, the Mean High‐Water Line is at elevation 4 feet.  The MassDEP Mouth of Coastal River Map for the Town of Brewster (Match 1, 2005) indicates that the  mouth of Paine’s Creek is located downstream of this site, therefore conferring Riverfront Area at this  site (Figure 8).     Riverfront Area at this site extends 200 feet landward from the mean high‐water lines which is elevation  4.5 NAVD88 for Freemans Pond channel and Paine’s Creek and encompasses the entire project site. The  Riverfront Area overlaps with other resource areas including Coastal Beach, Coastal Dune, Salt Marsh,  and LSCSF, as well as 100‐foot Buffer Zones to Coastal Beach, Coastal Dune, and Salt Marsh. The entire  limit of work is within riverfront area, thus approximately 6,515 square feet of riverfront area is  estimated to occur within the extent of the proposed limit of work as defined by the Massachusetts  WPA and the Brewster Wetlands Protection Bylaw.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert    February 2024  Brewster, MA  27      Figure 8. Mass DEP Mouth of Coastal Rivers Map showing mouth of Stony Brook located northwest of the site.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  28    3.1.6.1 Regulatory Compliance – Riverfront Area  Pursuant to 310 CMR 10.58, “the work shall meet the performance standards for all other resource  areas within the riverfront area, as identified in 310 CMR 10.30 (Coastal Bank), 10.32 (Salt Marsh), 10.55  (Bordering Vegetated Wetland), and 10.57 (Land Subject to Flooding).” As described above, the project  is proposed to meet the corresponding performance standards.   In addition, the project proposes stabilization of the culvert and pedestrian accessway within a  previously developed Riverfront Area. As such, existing conditions relative to erosion and accessibility  are proposed to improve as a result of this project.   3.1.7 Land Subject to Coastal Storm Flowage  Land Subject to Coastal Storm Flowage (LSCSF) is defined at 310 CMR 10.04 as “land subject to any  inundation caused by coastal storms up to and including that caused by the 100‐year storm, surge of  record or storm of record, which ever is greater.”   Land Subject to Coastal Storm Flowage (LSCSF) is defined by the Brewster Wetland Regulations (Chapter  172 1.04) as “land subject to any inundation caused by coastal storms up to and including that caused by  the 100 year storm, surge of record or storm record, whichever is greater.”  As noted above, the project site is located entirely within the coastal flood zone, in which approximately  6,750 square feet of LSCSF is estimated to occur within the extent of the proposed limit of work as  defined by the Massachusetts WPA and the Brewster Wetlands Protection Bylaw.  3.1.7.1 Regulatory Compliance – LSCSF  Pursuant to 310 CMR 10.24, “the work is limited to the following coastal resource areas or portions  thereof: the portion of Land Subject to Coastal Storm Flowage that is outside the Velocity Zone,  Designated Port Areas, and Banks of or Land under the Ocean, Ponds, Streams, Rivers, Lakes or Creeks  that Underlie an Anadromous/Catadromous Fish Run.” As described above, the project is proposed to  meet the corresponding performance standards.   In addition, the project proposes stabilization of the culvert and pedestrian accessway within a  previously developed Land Subject to Coastal Storm Flowage. As such, the existing conditions, including  erosion, are proposed to improve as a result of this project and stabilization.   4.0  Project Description  4.1 Proposed Project  The proposed project includes the stabilization of the culvert and immediate surrounding area to better  protect it and the access path against future erosion. Improved stability is the ideal approach to allow  for sand replenishment activities to be reduced to several times a year from the reported dozens of  times per year that are currently required. As such, in addition to the proposed stabilization of the  culvert, this project proposes beach and dune renourishment (currently authorized under OOC #SE‐ 1671) to continue to allow for public pedestrian access, as well as periodic maintenance of the  articulated concrete block mats. The sand used for renourishment is required to be compatible with the  beach grain size and is from an approved source.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  29      4.2 Proposed Construction Methodology  This project aims to stabilize the beach accessway over the culvert and the banks of that accessway on  either side of the culvert. The design to stabilize the area includes the placement of articulated concrete  block (ACB) mats below the existing sand surface, resetting the existing stone revetment at the toe of  slope for the ACBs, and backfill over and within the ACBs with sand.  With the exception of the ACB mats  and imported sand (currently authorized under OOC #SE‐1671), there will be no additional importation  of material.  Given that the materials to be imported to the site for the project (ACBs and sand) are  unlikely to contain any seeds or rhizomes of invasive species, and that revetment stone to be used is  already onsite and is also unlikely to contain invasives, the risk for importing invasives to the site with  this project is very low. Sand will be utilized for the stabilization of the culvert and for adaptive  management and continued beach renourishment.    Elements of the project include:   The ACBs consist of concrete blocks attached to each other in a grid pattern via wire. This allows  the blocks to hold together in a mat with far greater structural integrity than if individually  placed. The mats are flexible and conform to slopes and non‐linear geometry. The mats can be  trimmed as needed to fit the site. The blocks protect the subsoil from erosion and the wire holds  the blocks in place and prevents movement. ACBs will be placed over the accessway top and on  both east and west side slopes.  The ACB mats will be secured to the subgrade with duckbill  anchors and the toes of the slopes will also be secured with boulders. The proposed ACBs have  open cells to allow for further stabilizing sand placement in the voids. Articulated concrete  blocks are installed by machine using an excavator or backhoe. They are well suited for steeper  slopes and for high velocities. Photo 14 illustrates a typical ACB to be used.    Photo 14. Typical Articulated Concrete Block (ACB) from ConTech Engineered Solutions  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  30     Some temporary sand removal will occur along the path prior to ACB placement, and once mats  are draped over the site, the mats will be covered with sand as the intent is for them not to be  visible.    The accessway will remain flat and stable to allow for passerby access. The walkway edges will  be sloped down the sides to meet the existing grade and again covered in sand.    On the downstream side of the culvert, there is deteriorated revetment. Existing stones will be  removed and replaced in a tightly fitted revetment style at the toe of the slope of the ACB to  better anchor the ACB in place. Revetment stones will be reset on ACB mat to approved  subgrade. The placement of stone on top of the toe of the ACB mats will both stabilize the ACB  mats and the revetment itself so that the redone revetment will be less prone to slumping than  the prior one installed in 2013. The existing stone and rip rap at the culvert will be reused for  this purpose. Any additional stone needed will be taken from the existing stone dike further  north on Paine’s Creek Beach so that there is no net import of stone to the site.   Under existing conditions, initial coastal flood overwash flow across the access path occurs just  north of the culvert at a low point (Photo 15). The ACB mats will be formed into a conveyance  swale at this location so that overwash is preferentially conveyed across the access path at this  location in a controlled manner over the erosion resistant ACBs. A small volume of sand will  wash away from the overwash swale during these overwash events and will need to be  replenished prior to placing the handicapped accessible mats over the access path each  summer. See Overwash Channel details included in Appendix F [Sheet 3/Site Plan and Sheet  4/Details, attached. All work will be conducted above mean low water (MLW). Coffer dams  (currently shown as muscle wall type on design plans) or other dewatering measures are  anticipated to be needed and will be located above MLW but below MHW. Some of the existing  rip rap repositioning will also be above MLW but below MHW. Work will need to be coordinated  with low tides during astronomically lower tidal periods.     Photo 85. View from culvert facing North at low point where overwash occurs taken January 23, 2023. Note beach flooded at  this point also.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  31    4.3 Proposed Wetland Resource Area Impacts  Resource areas, as defined by the Massachusetts Wetlands Protection Act and the Brewster Wetland  Bylaws, that will be affected by the proposed stabilization project are included in the table below.   Table 1. Resource Area Impacts  Resource Area  Estimate Extent of Proposed  Alteration under  Massachusetts WPA Definitions  Estimated Extend of Proposed  Alterations under Brewster  Wetlands Protection Bylaw  Definitions  Salt Marsh 0 square feet Same as Massachusetts WPA  Coastal Beach & Tidal Flat 0 square feet Same as Massachusetts WPA  Coastal Dune 6,245 square feet Same as Massachusetts WPA  Land Under Ocean 505 square feet Same as Massachusetts WPA  Land Containing Shellfish 505 square feet Same as Massachusetts WPA  Riverfront Area Entire prop (6,750 sf) Same as Massachusetts WPA  Land Subject to Coastal Storm  Flowage  Entire prop (6,750 sf) Same as Massachusetts WPA    All resource impacts will be temporary in nature during the construction period. The final built condition  will maintain all existing resource areas. The proposed limit of work is within the limit of work of the  2013 culvert replacement as described above in Section 1.1.1.    4.4 Mitigation Measures  No vegetation will be disturbed as part of this project and no formal mitigation is anticipated to be  required. However, standard resource area protection measures will be followed during construction  such as the installation of erosion and sedimentation controls and the inspection for piping plovers or  other sensitive species within the limit of work prior to commencing construction.   During beach renourishment, standard resource area protection measures will be followed during sand  replenishment.   4.5 Protection of Local Interests/Brewster Wetlands Bylaw Ch.172 and Wetlands  Protection Regulations Ch. 172  The project is designed to have no adverse effect on the interests of the Resource Areas in accordance  with the presumptions of significance set forth in the regulations for each area subject to protection  under the Brewster Wetlands Protection Bylaw. Compliance with each interest is discussed briefly  below. Non‐applicable interests are defined as such. Public Water Supply: This project will not adversely  affect public water supply as there are no public water supply sources nearby. The site is also not in a  Zone II wellhead protection area for a public water supply. Therefore, this interest is not applicable.   1. Private Water Supply: This interest will not be adversely affected as a result of the proposed  work. There are no private wells on the site.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  32    2. Groundwater and Groundwater Quality: This interest will not be adversely affected by the  proposed redevelopment project. All work will be conducted above mean low water (MLW).  Some work will be conducted below MHW. Dewatering measures are anticipated to be needed  for the components of the work below MHW.  3. Water Quality in Town Ponds: Freemans Pond water level will not be affected during  construction. This interest will not be adversely affected by the proposed stabilization project.  4. Flood Control: This project will occur within LSCSF. Current stormwater mitigation is in place  within the nearby parking lot at Paine’s Creek Beach. Stabilization of the culvert will not have  adverse effect on LSCSF.   5. Erosion and Sedimentation Control: An erosion and sediment plan will be in place prior to  construction and during construction. All graded areas will be sanded or be secured with  existing rip rap and stones.  6. Storm Damage Prevention: The proposed project is a stabilization of the existing culvert in which  the goal is to reduce erosion from storms. The placement of the ACBs will allow for the culvert  and accessway to be more resilient to storm damage.   7. Prevention of Water Pollution: Upon the proposed project, the side slopes will be stabilized to  actively manage erosion. As all work will be conducted above mean low water (MLW), coffer  dams or other dewatering measures are not anticipated to be needed.  8. Fisheries: This interest will not be adversely affected by the proposed restoration project. All  work will be conducted above mean low water (MLW), and Freemans Pond Channel is a  tributary and not considered a fish run, but the project is designed to prevent erosion around a  culvert which improves fisheries access to the upstream resource areas of Freemans Pond.   9. Shellfish: The proposed project will occur within a 30 square foot area mapped as shellfish  habitat; however, all work will be conducted above mean low water (MLW).   10. Wildlife & Wildlife Habitat: As noted above, the proposed project will stabilize existing disturbed  areas, and there will be no or minimal impacts to existing naturally occurring vegetation  communities within jurisdictional resource areas. There will be a temporary increase in noise  during the construction period; however, the stabilization of the culvert will result in benefits to  wildlife and wildlife habitat within the area.   11. Aesthetics: The goal of the project is to improve overall site amenities and stability. The addition  of the ACBs and overwash channel consideration will allow the culvert to better actively manage  erosion and storm surges. Additionally, the mats will be covered with sand as the intent is for  them not to be visible.   12. Historic Values: The project is proposed for an existing culvert installed in 2013 for which the  Massachusetts Historical Commission (MHC) noted that the previous project “is unlikely to  affect significant historic or archaeological resources” (NOI, CLE Engineering, Inc., 2011).  Since  the Limit of Work (LOW) for this project is within the LOW for the previous project (SE‐9‐1671),  a new MHC Project Notification Form does not need to be submitted.    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  33    5.0  Alternatives Analysis   An Alternatives Analysis of different potential stabilization techniques was conducted at the beginning  of this project before selecting the currently proposed project plan.  Alternatives to the ACBs, which  were ultimately eliminated for various reasons, included extending the headwall and wings of the  current culvert, the use of gabion baskets, coconut coir logs, as well as other measures. Each alternative  was considered for the culvert and are described in further detail below. Ultimately, given the proven  inability of the site to be stabilized with softer measures, the decision was made for ACBs as the simplest  and most effective option for stabilization to maintain the current integrity of the culvert and to  minimize disturbance to the surrounding resource areas, thus meeting project goals.   No Action  This alternative would involve no action taken in regard to erosion containment or stabilization of the  culvert. The Town would continue to conduct sand renourishment numerous times each year. This  alternative does not achieve the stabilization goals of the culvert.     Extend Headwall and Wings  The erosion is occurring behind the existing concrete headwall perpendicular to the culvert. Extending  the perpendicular headwall and the angled wing walls would contain the sand farther from the culvert.  However, this option was eliminated because the interface between the concrete headwall and wings  and the surrounding sand will always be erosion prone. This method would likely shift the point of  erosion instead of eliminating it and would likely include the importation on construction material  resulting in potential adverse effects to multiple resource areas.   Gabion Baskets  Gabion baskets are rectangular baskets made of heavy gauge wire mesh that are set in place and then  filled with rock. This technique is most useful where the required rock size for typical rip rap cover  would be greater than what is available or practicable at a given site, where the slopes to be stabilized  are steep, or where space is limited. Vegetation can be incorporated into gabion baskets by placing  roots between baskets and letting the roots grow into the baskets to anchor to the slope. See Figure 9.  Gabion baskets were eliminated because of aesthetic considerations and because other options provide  as good or better erosion control. Vegetation is unlikely to establish in this coastal setting.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert    February 2024  Brewster, MA  34      Figure 9. Standard Detail for Gabion Baskets (USDA, 2002)  Brush Mattresses  Brush mattresses are a combination of branch cuttings and live fascines, sometimes bound together  before installation, staked to the shoreline bank to cover and stabilize the bank against erosion. This mat  is secured to the bank by live stakes and partially covered with topsoil. Live stakes are dormant woody  cuttings that are prepared by removing small branches and carving a strong point at one end, and which  are driven through the brush to hold it in place. The goal is for the stakes to also root, grow, and create  additional vegetative cover to stabilize the streambank. Brush mattresses are appropriate in areas  where the goal is to fully cover the slope above the high tide line with vegetation, and where the slope  of the bank is less than 2:1 (horizontal: vertical) and the slope length is less than about 10 feet. The  brush mattress should be installed above the stream‐forming flow, or high tide line in this case, and  requires a stable toe below the mattress, which can be provided by the installation of coir fiber logs,  boulders, or other means. Live stakes used in this practice are likely to be most successful where the  stakes will have some contact with a seasonally high‐water table. Figure 10 below presents a detailed  drawing of the installation of the brush mattresses, with live stakes (NRCS, 1996).  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  35    Brush mattresses and live stakes were eliminated due to concerns over vegetation establishment and  the requirement for establishing a stable toe slope via other means. Due to the saltwater environment  and the lack of existing vegetation at the site, it seems unlikely that the vegetation would establish itself  quickly enough to withstand the first large storm.    Figure 10. Brush Mattress with Live Stakes Detail (NRCS, 1996)    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  36    Coconut Coir Logs  Coconut coir logs provide a low‐profile way to secure toe slope and lower bank areas. Fiber rolls made  from the coconut fiber wrapped around netting, which traps sediment and provides a medium for  vegetation establishment. This method is best used in areas of low stress and for toe stabilization on  banks with generally stable beds (i.e., not in deep muck/peat locations). They are also appropriate for  areas where aesthetics are of concern because they degrade over a period of 4‐6 years, generally, and  the trapped sediments and plant materials take precedence and stabilize the bank. Figure 11 below  presents a detail drawing of the installation of the coconut coir log practice, also called natural fiber  rolls.  Coconut Coir Logs were eliminated due to concerns over the creek velocity in storm events. The coir logs  would not be able to withstand the flows that the creek experiences on a regular basis.    Figure 11. Standard Detail for Coir Log Installation (VA DCR, 2004)    Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  37    Live Crib Walls  A live crib wall is a box‐like structure of untreated logs and timbers that is filled with backfill materials  and live branch cuttings that extend out into the slope of the streambank. Over time, the live cuttings  will become established and vegetation will take over the structural functions of the crib wall logs and  timbers. A crib wall is appropriate at the base of a slope where a low wall may be needed to reduce the  slope of the bank, where space is limited, and more vertical wall is required. It can be installed below  and/or above the water levels and is effective in high velocity areas. This practice can also provide  excellent habitat benefits. It can be expensive because of materials and installation requirements. A  detailed drawing is provided in Figure 12 below. Trees and shrubs would be planted above the high‐tide  line (designated at the “stream forming flow” in the figure.  Crib walls were eliminated due to lack of sufficient space needed for the structure and concerns over  vegetation establishment in this saltwater environment.    Figure 12. Live crib wall details (NRCS, 1996)  Living Shoreline  A living shoreline refers to a combination of structural and vegetated stabilization practices. A fresh  water or saltwater marsh system is created behind a staked coir log, which is lined on the water side by  large boulders to help secure it in place (See Figure 13). Over time, the marsh system regenerates and  expands, stabilizing behind the coir log as the coir log biodegrades. In other applications, the edge of the  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  38    marsh system is defined and stabilized by a sill or small berm of boulders that can be overtopped by the  changing elevations of water in the tidal section of the river. This type of system can be constructed in  terraces along the river’s edge, with plantings and soils selected appropriate for the level of inundation  and flow expected at each terrace.   Living shorelines were eliminated due to the bank’s steepness and concerns over vegetation  establishment in this saltwater environment. In addition, the velocities experienced at this site are in  excess of appropriate velocities for living shoreline applications.    Figure 13. Living Shoreline Detail  In general, softer stabilization measures were considered at depth prior to the Project Team’s selection  of the proposed ACB mats approach. Given that less‐intensive erosion control was tried as part of the  2013 culvert replacement and has proven unsuccessful at minimizing erosion, and the observed high  velocity erosive conditions with low opportunity for vegetative establishment a hard stabilization  measure like the proposed ACB mats is necessary at this location.  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  39    6.0  Invasive Species Management  Invasive species were not found to be a threat to biological integrity during the ecological  characterization of the site. The Project’s technical specifications will require that the contractor  adheres to standard invasive species management plan practices to minimize the spread of invasive  plants within the site during construction. Given that the materials to be imported to the site for the  project (ACBs and sand) are unlikely to contain any seeds or rhizomes of invasive species, and that  revetment stone to be used is already onsite and is also unlikely to contain invasives, the risk for  importing invasives to the site with this project is very low. Following the completion of construction,  the Town will continue to evaluate invasive plant populations and address them as appropriate through  consultation with the Conservation Commission. Should any invasive species be observed by the Town  during post construction monitoring, they will be manually removed and disposed of properly. No  herbicides are anticipated to be needed. This request includes the on‐going periodic invasive  management through hand maintenance and manual removal of species off site.  In the future, this  condition may change and, if necessary, a separate Request For Amended Order of Conditions will be  submitted to address the need, as appropriate, for alternative techniques.  7.0  Additional Project Permitting   During the previous replacement of the culvert, completed in 2013, a Notice of Intent, a Chapter 91  license, an Army Corps of Engineers Category 2 General Permit, and a Massachusetts Environmental  Policy Act (MEPA) Environmental Notification Form were all submitted prior to construction. This  proposed alteration to the culvert falls within the same footprint of the previous permitting and  licensing. A pre‐permitting meeting was held with relevant agencies on November 7, 2023. As discussed  below, no other major permits beyond this NOI application were determined to be applicable for this  project.   MassDEP 401 WQC: MassDEP Water Quality Certifications (WQC) apply to dredging, excavation,  and filling within Waters of the United States (below mean high water (MHW) by definition)  within the Commonwealth of Massachusetts. While there is Land Under Waterbodies and  Waterways (below MLW by definition which indicates the presence of Land Under The Ocean  (LUO)) on the project site, there is no proposed dredging (material removal below MLW). Minor  alterations to LUO total approximately 505 square feet (sf), well below the 5,000 sf threshold  requiring WQC. There is no work proposed within salt marsh.   MassDEP Chapter 91: Per MassDEP, because this project work falls within the same footprint of  the previous licensing, this project has been authorized as a “Minor Project Modification”  (MDM) to DEP Chapter 91 License No. 13401 recorded April 5, 2013. An Administrative Request  was submitted on December 8, 2023 for this project.    MEPA Certification: Pursuant to the MEPA regulations, the requirement for an Environmental  Notification Form (ENF) does not apply to a lawfully existing structure; routine maintenance; or  a replacement project. A MEPA Certification is required if there is alteration to 1,000 sf or more  of salt marsh, 5,000 sf or more of Bordering Vegetated Wetlands (BVW), structural alteration of  an existing dam, or if a Chapter 91 license or other state permit is required. Per MassDEP, a Ch.  91 license is not required, nor another state permit, for this project, and instead, solely a minor  Notice of Intent  Horsley Witten Group, Inc.  Paine’s Creek and Freemans Pond Culvert   February 2024  Brewster, MA  40    modification is required. Therefore, this project does not exceed MEPA impacts thresholds and  no other state permits are required that might otherwise trigger MEPA review.   Pursuant to the MEPA regulations, an Environmental Impact Report (EIR) is required if both an  ENF is required (under MEPA) and if the project is located within an Environmental Justice (EJ)  area. Paine’s Creek is located within an EJ area; however, an ENF is not required, and thus, an  EIR is also not applicable.  An informational meeting is scheduled with MEPA on March 7th to  confirm this interpretation of the regulations.   MESA NHESP: To date, the Project has received a Natural Heritage and Endangered Species  Program (NHESP) letter (12/1/2023) (included in Appendix D).    USACE Section 404 Permit: This project is assumed to be eligible for Self‐Verification (SV) under  the U.S. Army Corps of Engineers (USACE) General Permit (GP) 2 for Maintenance. Pursuant to  the GP 2 for Maintenance, the project proposes the “repair, rehabilitation, or replacement of  any previously authorized, currently serviceable structure, or fill, or of any currently serviceable  structure”. Two requests for confirmation of this approach were submitted to USACE on  November 7, 2023 and December 1, 2023 with no response. An SV form under GP 2 will be  submitted in early 2024.   Mass CZM Coastal Consistency Review: Pursuant to CZM federal consistency, a review is  required for projects that require a federal license or permit activity, are development of the  Outer Continental Shelf Lands Acts, are on behalf of a federal agency, or if assistance is provided  under a federal program. The USACE SV GP does not count as a federal permit for this purpose  and, thus, there are no required federal permits for this project. However, the project is  receiving federal funding from the NRCS and, thus, a CZM Coastal review will be required.  CZM  Consistency Review will be requested in early 2024.  Outside of the CZM Coastal Consistency Review, the only permit left to be obtained prior to the  commencement of work is approval under the Massachusetts Wetland Protection Act and Brewster  Wetlands Protection Bylaw via an Order of Conditions from the Brewster Conservation Commission (this  filing).   Project Locus Maps Document Path: H:\Projects\2021\21119 Brewster Paines Creek\GIS\Maps\USGS_Locus_.mxd USGS Locus Paine's Creek Brewster, MA ± Date: 12/10/20231" = 575 feet 0 575 ^ SubjectProperty *Brewster Topographic QuadrangleLegend *Bureau of Geographic Information (MassGIS), Commonwealth of Massachusetts, Executive Office of Technology and Security Services Brewster Yarmouth Subject Property Subject Property Approximate Work Area Document Path: H:\Projects\2021\21119 Brewster Paines Creek\GIS\Maps\Aerial.mxd Aerial Map Paine's Creek Brewster, MA± Date: 11/2/20231" = 650 feet 0 650 *Brewster Topographic QuadrangleLegend *Bureau of Geographic Information (MassGIS), Commonwealth of Massachusetts, Executive Office of Technology and Security Services Sandwich Mashpee Yarmouth Subject Property National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 11/2/2023 at 4:29 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 70°7'7"W 41°45'54"N 70°6'30"W 41°45'27"N Basemap Imagery Source: USGS National Map 2023 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 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kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k kkkkkkkk k kkkkkkkkkkkk kkkkkk k kkkkkk k kkkkkk kk k k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkk k kkkkkk k k k k k k kkkk k k k k k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kk k k kkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkk k kkkkkkkkkkkkkkk k kkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k kkkkkkkkk kk k kkkkkkkkkkkkkkk kkkkk kk kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkk kk kkkkkkkkkkkkkkkk k kkkkkkkk k kkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kk kkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkk k k kkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k k kkkkkkkkkkkkkkkkkkkk k kkkkkkkkkk k kkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkk k k k kkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k kkkkkkk k kkkkkkk k kkkkkkkkkkkkkkk k kkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkk kk kkkkkkkk k kk k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkkkkkk k k k kkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kkkkkkkkk k kk k k kkkkkkkkkk k k k kkkkkkkkk k kkkkkkkkkkkkkk k kkkkkkkk kk k k k k k kkkkkkkkkkk k kkk k kk k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkk k kkkkkkkkkkk k kkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k k k k k k k kk k kk k kkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkk k kkkkkkk k kkkkkkkkkkkkkkkk kkkkkkkkk k kkk k k k kkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kk k kkkkkkkkkkkkkkkkkkkkkkk k kkk k k k kk kk kkkkkk kkk k kk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkk k k k k kkkkkkk k kkkkkkkkkkkkkkkkk k kkkkkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kk k kkkk kkkk k k kkkkkkkkk k k kkkkkkkkk k k k kkkkkkkkk k k kkkkkkkkkk kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kk k kkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkk k kk k kkkkkkkkkkkkkkkkkkkkkkkkkkkk kk k kk k kkkkkkkkk k k k kkkkkkkkkk k k kkk k kkkk k kk kkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk kkkkkkkkkkkkkkkkkk k kkkkk k kkkkkkkkkkkkkkkkkkk k kk k kkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkk k kkkk kkkkk k kk kkkkkkkkkkkkkkk k kkkkkkkk k kkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkk k kkk k kkkkkkkkkkkkkkkk k kkkkk k kkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kkkkkkkk k kkkkkkkkkkkkkkk k kkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkk k kkkkkk k kkk k kkkkkkk k kkkkkkkkkkkk kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkk k kkkkkkkkk k kkkkkkkkkk k kkkkkkkkkk k kkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkk kkkkkkkk k kkk k kkkk k kkkkkkkkkkkk k kkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kk k kkkkkkk kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkk kkkkkkkk k kkkk k kkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkk k kkkkkkkkkkk k kkkkkkk k kkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkk k kkkkkkkk kkkkkkkkkkk k k kkkkkkkkkkkkkkkkkkkkkkkk k kkkkk kkkkkkkkk k k k kkkkkkkkkk k kkkkk k kkkkk k kkk k k kkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkk kkkk k k kkkkkkkkkkkkkkkkkkkk k kkk k kk kkkkkkkkkkkk k kkkkkkkkkkkk k k k kkkkkkkkk k kk k k k k kkkkkkkkkkk k kkkkkkkkkkkkkkk k kkk kkkkkkkk k kkkkkk k k k k k k kkkkkkkkkkkkkkkk k kkkkkk k kkk k kkkkkkkk k kkkkkk k k kkkkkk k kkkkkkk kk k kkkkkkkkk k k k kkkkkk k kkkkkkkkkkkkkkkk k kkkkk k kk k kkk k kkkkkkkkkkk k kkkkkkkkkkkk kkkkkkkkkkkkkkkk k k kkkk k kkkkkkkkkkkkk k kkkkkkk k kkkkkkkkkkkkkkkkk k kkkkkkkk k kkkkkkkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkk k kkk k kkkkkkk k kkkkkkkkkkkkkkkk k k kkkkkkkkkkkkk k kkkk k kkkk k k k kkkkkkkkkkkkkkkkkkkk k kkkkkkkkkk k kkkkkkkkkkkkkk kkkkkkkk k k kkk k kk k kkkkkkkk k kkkkkkkkkk k kkkkkkkkkk k kk kk k kkkkkkkkkkkkkk k kkkkk k kkkkkkkkkkkkkkk kkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkk k kkk k kkkkkkkkkkkk k kkkkkkkkkkkkkk kkkkkkkkkkkkkkk k kkkkkkkkkk k kkkkkk k k kk k kkkkkkkkk kkkkkkkkkkkkkkkkkkkkkkk k kkkkkkkkkkk k kkkkkkkkk k k kkkk k kkkkkkkkk k kkkkkkkkk k kkkkk k kkkkkkkkkkkkkkkkkkkk k kkk k kkkkkkkkkk k kkkkkkkkkkkkkkkkkkkkkkkkkkk kkkkk P A I N E S C R E E K R O A D L O W E R R O A D R O B B I N S H I L L R O A D C E D A R H I L L R O A D S P RING L A N E PINE BAY L A N E A R N O L D S C A RTWAY H I L L C R E S T D R I V E S I X PENNY LA N E W A R R E N S ROAD Document Path: H:\Projects\2021\21119 Brewster Paines Creek\GIS\Maps\Existing_Constraints.mxd Existing Constraints Paine's Creek Brewster, MA Date: 11/2/2023 *Bureau of Geographic Information (MassGIS), Commonwealth of Massachusetts, Executive Office of Technology and Security Services *2021 NAIP imagery service High Yield Non Potential Drinking Water Source Area ± 1" = 500 feet 0 500 Legend Subject Property Parcels k Potential Vernal Pools DEP Approved Zone II !Þ Community Groundwater Source Municipal Protected Open Space Marsh/Bog Wooded marsh Cranberry Bog Open Water DEP Wetlands Aquifers Medium Yield Aquifer Sole Source Aquifer High Yield Aquifer NHESP ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !Priority Habitats of Rare Species Estimated Habitats of Rare Wildlife Living Waters Critical Supporting Watersheds Living Waters Core Habitats 608 53A 66A 226B 1 435B 435B 610 258A 21A 264B 264C 613C 226A 264B 55A 226A 21A 55A 55A 55A P A I N E S C R E E K R O A D L O W E R R O A D R O B BI N S H IL L R O A D C E DARHILL R O A D SPRING L A N E HILLCREST DRIV E S IX PENNYLANE W A R R E N 'S R OAD Document Path: H:\Projects\2021\21119 Brewster Paines Creek\GIS\Maps\Soils.mxd NRSC Soils Map Paine's Creek Brewster, MA ± Date: 11/2/20231" = 500 feet 0 500 *Soils - MassGIS 2012Legend *Bureau of Geographic Information (MassGIS), Commonwealth of Massachusetts, Executive Office of Technology and Security Services Subject Property Parcels 608, <all other soils> MUSYM, compname, hydgrp 1, Water, <Null> 21A, Walpole Variant, C 226A, Hinesburg, C 226B, Hinesburg, C 258A, Amostown, C 264B, Eastchop, A 264C, Eastchop, A 435A, Plymouth, A 435B, Plymouth, A 55A, Freetown, D 610, Beaches, <Null> 613C, Hooksan, A 66A, Ipswich, D Appendix A – Previous Permits/Approvals for Beach Renourishment and Emergency Conditions B1k 29748 Ps 99 sir -31698 06-23-20 16 & 03 3,3R Please note: this form has been modified with added space to accommodate the Registry of Deeds Requirements Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key return i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Brewster 1. From: Conservation Commission 2. This issuance is for (check one): 3. To: Applicant: Provided by MassDEP: SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town a. ®Order of Conditions b. ❑ Amended Order of Conditions Christopher _ Miller a. First Name b. Last Name Brewster Natural Resources Dept. c. Organization 2198 Main Street d. Mailing Address Brewster _ _ _ MA e. City/Town f. State 4. Property Owner (if different from applicant): Town of Brewster _ a. First Name b. Last Name same as applicant c. Organization d. Mailing Address e. City/Town 5. Project Location: 0 Paine's Creek Road a. Street Address 38 c. Assessors Map/Plat Number Latitude and Longitude, if known: f. State Brewster 02631 g. Zip Code g. Zip Code b. City/Town 10, 28 (formerly 1/6, 2/1) d. Parcel/Lot Number 41d45m40s 70d06m50s d. Latitude e. Longitude wpaform5.doc • rev. 4/22/2015 Page 1 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Provided by MassDEP. SE 9-1671 MassDEP File # Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Brewster City/Town A. General Information (cont.) 6. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): Barnstable a. County 551 and 719 c. Book 7. Dates: June 12, 2015 a. Date Notice of Intent Filed b. Certificate Number (if registered land) 261 and 215 d. Page July 21, 2015 b. Date Public Hearing Closed August 3, 2015 c. Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Site Plan, Paine's Creek, Town of Brewster a. Plan Title CLE Engineering Jeffrey W. Oakes, PE b. Prepared By c. Signed and Stamped by 6/24/15 d. Final Revision Date 1"=20' e. Scale f. Additional Plan or Document Title g. Date B. Findings 1. 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 (the Act). Check all that apply: a. 1=1 Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution d. 1=1 Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® 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. wpaform5.doc • rev. 4/22/2015 Page 2 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Denied because: Provided by MassDEP: SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town b. ❑ 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 the 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. ❑ 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 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area 4. 5. 6. Bank Bordering Vegetated Wetland Land Under Waterbodies and Waterways 7. ❑ Bordering Land Proposed Alteration a. linear feet a. square feet a. square feet a. linear feet Permitted Proposed Permitted Alteration Replacement Replacement b. linear feet c. linear feet b. square feet b. square feet e. c/y dredged f. c/y dredged Subject to Flooding a. square feet Cubic Feet Flood Storage 8. ❑ Isolated Land Subject to Flooding Cubic Feet Flood Storage 9. ❑ Riverfront Area Sq ft within 100 ft Sq ft between 100- 200 ft wpaform5.doc • rev. 4/22/2015 e. cubic feet a. square feet c. cubic feet a. total sq. feet c. square feet g. square feet d. linear feet c. square feet d. square feet c. square feet d. square feet b. square feet c. square feet d. square feet f. cubic feet g. cubic feet h. cubic feet b. square feet d. cubic feet e. cubic feet f. cubic feet b. total sq. feet d. square feet h. square feet e. square feet i. square feet f. square feet j. square feet Page 3 of 12 r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Provided by MassDEP: SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Alteration Alteration 10. ❑ Designated Port Areas 11. ❑ Land Under the Ocean a. square feet b. square feet 12. ® Barrier Beaches 13. ❑ Coastal Beaches 14. ® Coastal Dunes 15. ® Coastal Banks 16. ❑ Rocky Intertidal Shores 17. ® Salt Marshes 18. ❑ Land Under Salt Ponds 19. ❑ Land Containing Shellfish 20. ❑ Fish Runs 21. ® Land Subject to Coastal Storm Flowage 22. ❑ Riverfront Area Sq ft within 100 ft Sq ft between 100- 200 ft Proposed Permitted Replacement Replacement Indicate size under Land Under the Ocean, below c. c/y dredged d. c/y dredged Indicate size under Coastal Beaches and/or Coastal Dunes below a. square feet 12,835 a. square feet 130 a. linear feet b. square feet 12,835 b. square feet 0 b. linear feet a. square feet b. square feet 2.5 2.5 a. square feet b. square feet a. square feet b. square feet c. c/y dredged d. c/y dredged a. square feet b. square feet cu yd c. nourishment cu yd c. nourishment cu yd d. nourishment cu yd d. nourishment c. square feet d. square feet c. square feet d. square feet Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a. c/y dredged 15,205 a. square feet b. c/y dredged 15,205 b. square feet a. total sq. feet b. total sq. feet c. square feet d. square feet g. square feet h. square feet e. square feet f. square feet i. square feet j. square feet wpaform5.doc • rev. 4/22/2015 Page 4 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Provided by MassDEP. SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town *#23. If the 23. ❑ Restoration/Enhancement *. project is for the purpose of restoring or a. square feet of BVW b. square feet of salt marsh enhancing a wetland resource area 24. ❑ Stream Crossing(s): in addition to the square - footage that a. number of new stream crossings b. number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c (BVw) or The following conditions are only applicable to Approved projects. B.17.c (Salt Marsh) above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures, shall be deemed cause to revoke or modify this Order. the additional g y amount here. 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. c. If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year. 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. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on unless extended in writing by the Department. 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. wpaform5.doc • rev. 4/22/2015 Page 5 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP. SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town C. General Conditions Under Massachusetts Wetlands Protection Act 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, 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 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 SE 9-1671 " 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 MassDEP. 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. 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 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. wpaform5.doc • rev. 4/22/2015 Page 6 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP. SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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. 19. The work associated with this Order (the "Project") (1) ❑ is subject to the Massachusetts Stormwater Standards (2) ® is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the 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 Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 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: 1. 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 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; wpaform5.doc • rev. 4/22/2015 Page 7 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Brewster City/Town Provided by MassDEP: SE 9-1671 MassDEP File # C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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 18(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-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution 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 permittee for purposes of implementing the requirements of Conditions 18(f) through 18(k) with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(0 through 18(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. wpaform5.doc • rev. 4/22/2015 Page 8 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Provided by MassDEP SE 9-1671 _ MassDEP File # Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Brewster _ City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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 BM Ps 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 (if you need more space for additional conditions, please attach a text document): See Addendum. 20. For Test Projects subject to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. wpaform5.doc • rev. 4/22/2015 Page 9 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Brewster hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: Code of the Town of Brewster 172 1. 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 of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Code of the Town of Brewster 172 1. Municipal Ordinance or Bylaw 2. Citation 3. The Commission 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 (if you need more space for additional conditions, attach a text document): See Addendum. wpaform5.doc • rev. 4/22/2015 Page 10 of 12 LI Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town E. Signatures This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. Please indicate the number of members who will sign this form. This Order must be signed by 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. 1. Date of Issuance Signatures: ® by hand delivery on f 3 //5 -- Date Paine's Creek C. CY1/1.1:uL/ivl ❑ by certified mail, return receipt requested, on 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 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. wpaform5.doc • rev. 4/22/2015 Page 11 of 12 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information Provided by MassDEP: SE 9-1671 MassDEP File # eDEP Transaction # Brewster City/Town Prior to commencement of work, 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 shall be submitted to the Conservation Commission listed below. Brewster Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Brewster Conservation Commission Please be advised that the Order of Conditions for the Project at: 0 Paine's Creek Road, 38/10, 28 (formerly 1/6, 2/1) Has been recorded at the Registry of Deeds of: Barnstable _ County for: Town of Brewster Property Owner SE 9-1671 MassDEP File Number Book Page 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: August 3, 2015 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 Signature of Applicant wpaform5.doc • rev. 4/22/2015 Page 12 of 12 Addendum to WPA Form 5 Town of Brewster, Paine's Creek Beach, Order of Conditions SE 9-1671, 0 Paine's Creek Road, Assessors Map 38, Lots 10 & 28 (formerly Map 1, Lot 6; & Map 2, Lot 1) Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act (M.G.L. Ch.131 § 40) And Code of the Town of Brewster Chapter 172 Brewster Wetlands Protection By-law (BWP By-law) Project Description: The Notice of Intent proposes beach nourishment, maintaining/relocating existing stone, and repair/maintenance of an existing footbridge Resource Area Identification: The Conservation Commission does not confirm the resource area boundaries as shown on the plan. Due to changing site conditions the resource boundaries are not confirmed. The Conservation Commission makes additional resource area findings below. The affected resource areas under the Massachusetts Wetlands Protection Act (M.G.L. Ch.131 §. 40) are Land Under the Ocean, (310 CMR 10.25), Coastal Beach (310 CMR 10.27), coastal Dune (310 CMR 10.28), Barrier Beach (310 CMR 10.29), Coastal Bank (310 CMR 10.30), Salt Marsh (310 CMR 10.32), Estimated Habitats of Rare Wildlife (for coastal wetlands) (310 CMR 10.37), Land Under Water Bodies and Waterways (310 CMR 10.56), Land Subject to Coastal Storm Flowage, and Land Subject to Flooding (310 CMR 10.57). The affected resource areas under the Brewster Wetlands Protection By-law (Chapter 172) are Land Under the Ocean (Brewster Wetland Regulations 2.01), Coastal Beach (Brewster Wetland Regulations 2.02), Coastal Dune (Brewster Wetland Regulations 2.03), Barrier Beach (Brewster Wetland Regulations 2.04), Coastal Bank (Brewster Wetland Regulations 2.05), Salt Marsh, (Brewster Wetland Regulations 2.06), Land Within 100 Feet of Salt Ponds (Brewster Wetland Regulations 2.07), Land Under Waterbodies (Brewster Wetland Regulations 3.03), Land Subject to Coastal Storm Flowage and Land Subject to Flooding (Brewster Wetland Regulations 3.04). Interests Protected Under the Brewster Wetlands Protection By-law 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, the Brewster Conservation Commission finds that the areas in which work is proposed is significant to the following interests of the Brewster Wetlands Protection Bylaw: Wildlife Storm damage prevention and flood control Marine Fisheries Land Containing Shellfish Public or Private Water Supply Groundwater Supply Prevention of Pollution Performance Standards Implicated by Proposed Project under Mass. Wetlands Protection Act and Wetland Regulations: Land Under the Ocean, 310 CMR 10.25(5),(6),&(7) Coastal Beach, 310 CMR 10.27(3),(5),&(7) Coastal Dune, 310 CMR 10.28(3),(5),&(6) Barrier Beach, 310 CMR 10.29(3),&(4) Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 1 Coastal Bank, 310 CMR 10.30(4),(6),&(8) Salt Marsh, 310 CMR 10.32(3),(4),&(6) Estimated Habitats of Rare Wildlife (for coastal wetlands), 310 CMR 10.37 Land Under Water Bodies and Waterways, 310 CMR 10.56(4) Land Subject to Flooding, 310 CMR 10.57(4)(a)&(c) Local Performance Standards Implicated by Proposed Project under Brewster Wetlands Protection Bylaw and Wetlands Regulations: Land Under the Ocean, 2.01(4),(5),&(6) Coastal Beach, 2.02(3) Coastal Dune, 2.03(3),(4)&(5) Barrier Beaches, 2.04(3) Coastal Bank, 2.05(3) Salt Marsh, 2.06(3) Land Within 100 Feet of Salt Ponds, 2.07(3)&(4) Land Under Water Bodies, 3.03(3)&(4) Land Subject to Flooding, 3.04(3)&(4) Findings under Massachusetts Wetlands Protection Act and Wetland Regulations The Brewster Conservation Commission finds that the project can be conditioned to meet the performance standards set forth in the Massachusetts Wetlands Protection Act and Regulations. See Special Conditions below. Land Under the Ocean, 310 CMR 10.25: The Conservation Commission finds that the Land Under the Ocean is significant to the protection of marine fisheries, protection of wildlife habitat, storm damage prevention and flood control. The portion of the project within Land Under the Ocean is the repair/maintenance of the existing foot bridge. The Commission finds that the project can be conditioned so it will not increase storm damage or erosion of coastal beaches, coastal banks, coastal dunes, or salt marshes. The Commission finds that the project can be conditioned so that it is designed and constructed, using best available measures, so as to minimize adverse effects on marine fisheries habitat or wildlife habitat caused by: alteration in water circulation; destruction of eelgrass (Zostera marina) or widgeon grass (Rupia maritima) beds; alterations in the distribution of sediment grain size; changes in water quality, including, but not limited to, other than natural fluctuations in the level of dissolved oxygen, temperature or turbidity, or the addition of pollutants; or alterations of shallow submerged lands with high densities of polychaetes, mollusks or macrophytic algae. See special conditions below. Also see below regarding rare species. Coastal Beach, 310 CMR 10.27: Portions of the proposed project may occur on a coastal beach. The Conservation Commission finds that the Coastal Beach is significant to storm damage prevention, flood control, and protection of wildlife habitat. The Commission finds that the project can be conditioned so it will not have an adverse effect by increasing erosion, decreasing the volume or changing the form of the coastal beach or an adjacent or downdrift coastal beach. The Conservation Commission finds that the project can be conditioned for beach nourishment with clean sediment of a grain size compatible with that on the existing beach. See special conditions below. Also see below regarding rare species. Coastal Dune, 310 CMR 10.28: Portions of the proposed project may occur on a coastal dune and within 100 feet of a coastal dune. The Conservation Commission finds that the coastal dune is significant to storm damage prevention, flood control, and the protection of wildlife habitat. The Conservation Commission finds that the proposed project can be conditioned so it will not have an adverse effect on a coastal dune by affecting the ability of waves to remove sand from the dune; by disturbing the vegetative cover so as to destabilize the dune; by causing any modification of the dune form what would increase the potential for storm damage or flood damage; by interfering with the lateral movement of the dune; by causing removal of sand from the dune artificially; or by interfering with mapped or otherwise identified bird nesting habitat. The Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 2 Conservation Commission finds that portions of the project consist of pedestrian walkways, designed to minimize disturbance to the vegetative cover and traditional bird nesting habitat; fencing and other devices designed to increase dune development; and plantings compatible with natural vegetative cover. See special conditions below. Also see below regarding rare species. Barrier Beach, 310 CMR 10.29: Portions of the proposed project occur on a barrier beach. The Brewster Conservation Commission finds that the barrier beach is significant to storm damage prevention, flood control, marine fisheries, and protection of wildlife habitat. The Conservation Commission finds that the proposed project can be conditioned so that it meets performance standards 310 CMR 10.27(3) through (6) and 10.28(3) through (5). See special conditions below. Also see below regarding rare species. Coastal Bank, 310 CMR 10.30: Portions of the proposed project may occur within 100 feet of the top of a coastal bank. The Conservation Commission finds that the coastal bank(s) are significant to storm damage prevention and flood control because the coastal bank(s) supply sediment to coastal beaches, coastal dunes or barrier beaches. The Commission also finds that the coastal bank(s) is significant to storm damage prevention and flood control because it is a vertical buffer to storm waters. The Commission finds that the proposed project can be conditioned so that it will not have an adverse effect due to wave action on the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action and will not have an adverse effect on the stability of the coastal bank. See special conditions below. Also see below regarding rare species. Salt Marsh, 310 CMR 10.32: Portions of the proposed project may occur in a salt marsh, on lands within 100 feet of a salt marsh, or in a body of water adjacent to a salt marsh. The Conservation Commission finds that the salt marsh is significant to the protection of marine fisheries, the prevention of pollution, storm damage prevention, and ground water supply. The Conservation Commission finds that the project can be conditioned so it will not destroy any portion of the salt marsh and will not have an adverse effect on the productivity of the salt marsh. Portions of the proposed project consist of a small elevated walkway or other structure which can be conditioned so it will have no adverse effect other than blocking sunlight from the underlying vegetation for a portion of each day. See special conditions below. Also see below regarding rare species. Estimated Habitats of Rare Wildlife (for coastal wetlands), 310 CMR 10.37: The project is proposed to be located on the Massachusetts Division of Fisheries and Wildlife Natural Heritage and Endangered Species map as Priority Habitat and Estimated Habitat regarding the existence of rare plant and wildlife habitat and rare wetlands wildlife. The applicant received a response from the Division of Fisheries and Wildlife on July 22, 2015 that as proposed, the project will not adversely affect the actual Resource Area Habitat of state -protected rare wildlife species; and will not result in a prohibited "take" of state -listed rare species. If no physical work commences within five years from the date of the determination, the project may be subject to further review under the MESA. Any changes to the proposed project or any additional work beyond that shown on the site plans may require an additional filing with the NHESP pursuant to MESA or WPA. Land Under Water Bodies and Waterways, 310 CMR 10.56: The portion of the proposed project that is within Land Under Water Bodies and Waterways is the repair/maintenance of the existing foot bridge. The Conservation Commission finds that the project can be conditioned so that it will not impair the water carrying capacity within the defined channel; will not impair ground and surface water quality; will not impair the capacity of said land to provide breeding habitat, escape cover and food for fisheries; and will not impair the capacity of said land to provide important wildlife habitat functions. The Conservation Commission finds that the proposed project can be conditioned so that it is performed in compliance with the Massachusetts Stream Crossing standards. See special conditions below. Also see above regarding rare species. Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 3 Land Subject to Flooding, 310 CMR 10.57: Portions of the proposed project occur within Land Subject to Flooding. The Conservation Commission finds that the project can be conditioned so that any loss in flood storage volume as a result of the proposed project will not contribute incrementally to an increase in the horizontal extent and level of flood waters during peak flows. The Commission finds that the proposed project will not restrict flows so as to cause an increase in flood stage or velocity. The Commission finds that the project will not impair the project site's capacity to provide important wildlife habitat functions. See special conditions below. Also see above regarding rare species. Findings under Brewster Wetlands Protection Bylaw and Wetlands Regulations The Brewster Conservation Commission finds that the project can be conditioned to comply with the Brewster Wetlands Protection Bylaw and Regulations. See Special Conditions below. Sections 2.02, 2.03, 2.05, 2.06, 2.07, 3.03, & 3.04 of the Brewster Wetlands Projection Bylaw Wetland Regulations require variances from the regulations granted pursuant to Section 5.01 of the regulations. A variance may be granted only for the following reasons and upon the following conditions: a) 1) mitigating measures are proposed that will allow the project to be conditioned so that it contributes to the protection of the resource values identified in the Wetlands Bylaw; and 2) the Conservation Commission finds no reasonable alternative for such a project within the proposed site; and 3) there will be no adverse impact from the proposed project; or b) that the project is necessary to accommodate an overriding public interest or that it is necessary to avoid a decision that so restricts the use of property that it constitutes an unconstitutional taking without compensation. After review of the project, the Brewster Conservation Commission finds that the proponent met the performances standards under Section 5.01. The Brewster Conservation Commission finds that mitigating measures have been proposed that will allow the project to be conditioned so that it contributes to the protection of the resource values identified in the Wetlands Bylaw. The mitigating measures include dune and beach nourishment. The Brewster Conservation Commission found that there were no reasonable alternatives for the project because the chosen alternative had the least impact while most closely achieving the project objective. The Brewster Conservation Commission finds that the project can be conditioned so there are no adverse impacts from the proposed project to the interests protected by the Brewster Wetlands Protection By-law. The Brewster Conservation Commission also finds that the project is necessary to accommodate the overriding public interest of preservation of the public access and storm damage prevention and flood control to this important public land. For the above stated reasons, the Conservation Commission grants a variance to Sections 2.02, 2.03, 2.05, 2.06, 2.07, 3.03, & 3.04 of the Brewster Wetlands Protection Bylaw Regulations. Land Under the Ocean, 2.01(5),&(6): The portion of the proposed project over Land Under the Ocean is the existing foot bridge. The Conservation Commission finds that the project can be Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 4 conditioned so it will not cause adverse effects by altering the bottom topography so as to increase storm damage or erosion of coastal beaches, coastal banks, coastal dunes, or salt marshes. The Commission finds that the project can be conditioned so it will cause no adverse effects on wildlife, marine fisheries, or shellfish caused by alterations in water circulation; destruction of eelgrass (Zostera marina) beds; alterations in the distribution of sediment grain size; or changes in water quality, including, but not limited to, other than natural fluctuations in the level of dissolved oxygen, temperature or turbidity, or the addition of pollutants. See special conditions below. Coastal Beach, 2.02(3): Portions of the proposed project may occur on and within 50 feet of a coastal beach. Portions of the proposed project consist of maintenance to an already existing structure. The portions of the proposed project that do not consist of maintenance to an already existing structure have been granted a variance from the Brewster Wetlands Reg ulations pursuant to Section 5.01. See variance criteria above. Coastal Dune, 2.03(3),(4)&(5): Portions of the proposed project may occur on and within 50 feet of a coastal dune. The Brewster Conservation Commission finds that the proposed project can be conditioned so it will not have an adverse effect on a coastal dune by affecting the ability of waves to remove sand from the dune; by disturbing the vegetative cover so as to destabilize the dune; by causing any modification of the dune form what would increase the potential for storm damage or flood damage; by interfering with the lateral movement of the dune; or by causing removal of sand from the dune artificially. The Brewster Conservation Commission finds that portions of the project consist of pedestrian walkways, designed to minimize disturbance to the vegetative cover and traditional bird nesting habitat; fencing and other devices designed to increase dune development; and plantings compatible with natural vegetative cover. See special conditions below. Barrier Beaches, 2.04(3): Portions of the proposed project occur on a barrier beach. The Conservation Commission finds that the proposed project can be conditioned to meet the provisions of Sections 2.02(3) and 2.03(3) through 2.03(5). See special conditions below. Coastal Bank, 2.05(3): Portions of the proposed project may occur on or within 100 feet of a coastal bank. The Conservation Commission finds that the project can be conditioned so it will not have an adverse effect due to wave action or the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action. The Commission finds that the project can be conditioned so it will have no adverse effects on the stability of the coastal bank. See special conditions below. Salt Marsh, 2.06(3): Portions of the proposed project may occur on or within 100 feet of a salt marsh. The Conservation Commission finds that the project can be conditioned so that it will not destroy any portion of the salt marsh and will not have an adverse effect on the productivity of the salt marsh. The Commission finds that a portion of the proposed project is an elevated walkway or other structure which has no adverse effects other than blocking sunlight from the underlying vegetation for a portion of each day. See special conditions below. Land Within 100 Feet of Salt Ponds, 2.07(3)&(4): Portions of the proposed project may occur on or within 100 feet of land under a body of water adjacent to a salt pond. The Conservation Commission finds that the proposed project can be conditioned so that it will not have an adverse effect on the marine fisheries or shellfish habitat of such a salt pond cause by alterations of water circulation; alterations in the distribution of sediment grain size and the relief or elevation of the bottom topography; modifications in the flow of fresh and/or salt water; alterations in the productivity of plants; or alterations in water quality, including, but not limited to, other than normal fluctuations in the level of dissolved oxygen, nutrients, temperature or turbidity, or the addition of pollutants. See special conditions below Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 5 Land Under Water Bodies, 3.03(3)&(4): Portions of the proposed project may occur within Land Under a Water Body. The Conservation Commission finds that the project can be conditioned so that it will not impair the water carrying capacity; will not impair the ground and surface water quality; and will not impair the capacity of Land Under Water Bodies to provide breeding habitat, escape cover and food for fisheries. See special conditions below. Land Subject to Flooding, 3.04(3)&(4): Portions of the proposed project occur within Land Subject to Flooding. The Brewster Conservation Commission finds that the project can be conditioned so it will not result in flood damage due to filling which causes lateral displacement of water that would otherwise be confined within the project area. The Conservation Commission finds that the project can be conditioned so it will not result in an adverse effect on public and private water supply or ground water supply where the project area is underlain be pervious material. The Conservation Commission finds that the project can be conditioned so it will not result in an adverse effect on the capacity of the area to prevent pollution of the groundwater. See special conditions below. The Brewster Conservation Commission finds that the project can be conditioned to comply with the Brewster Wetlands Protection Bylaw and Regulations. See Special Conditions below. Special Conditions under the Massachusetts Wetlands Protection Act and Wetlands Regulations and under the Brewster Wetlands Protection Bylaw and Wetlands Regulations The Brewster Conservation Commission hereby finds that the following additional conditions are necessary to comply with performance standards set forth in the Massachusetts Wetlands Protection Act and Wetland Regulations and the Brewster Wetlands Protection By-law. The Conservation Commission orders that all work shall be performed in accordance with 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. Al. All local, state and federal approvals shall be obtained for this project before work can commence. Copies of all approvals shall be forwarded to the Brewster Conservation Commission. A2. This permit is granted under Section 172-7 of the Brewster Wetlands Protection By-law, subject to the conditions imposed, for a period of three years from the issuance date of the original Order of Conditions. The Conservation Commission may issue one year extensions based on review of the site and other criteria. Requests for each extension shall be submitted in writing, no less than 30 days prior to the expiration date. This Order of Conditions shall expire on August 3, 2018. A3. The Agent or other employee, members of the Conservation Commission and officials of 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 Said persons may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. This right of entry shall remain until such time as a Certificate of Compliance has been issued, recorded in the Registry of Deeds or Land Court, Barnstable County, and returned to the Conservation Department. A4. This order shall apply to any successors and assigns in interest or control and any other person engaging in activity on the property identified in the Notice of Intent. Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 6 A5. Violation of any of these Conditions shall subject the violator and the landowner to a fine (of not more than $300.00 per day) pursuant to Section 172-11 of the Town of Brewster Wetlands Protection By-law, until all violations have been corrected to the satisfaction of the Brewster Conservation Commission. A6. All work shall be in accordance with the approved plan(s) of record. If any changes are made in the above -described plan(s) which may or will alter an area subject to protection under the Wetlands Protection Act and the Town of Brewster Wetlands Protection By-law, or any changes in activity subject to regulations under G.L. c. 131 §40, or the Town of Brewster local regulations occurs, the applicant shall inquire from this Commission in writing, prior to implementation in the field, whether the change(s) is significant enough to require an Amended Order of Conditions or the filing of a new Notice of Intent. Any errors in the plans or information submitted by the applicant shall be considered changes and the above procedures shall be followed. A7. A minimum of five (5) days before commencement of work, the owner shall notify the Conservation Department using the Owner affirmation of responsibility for work/request for site inspection... form, which shall be signed by the owner of the property as well as the contractor in charge of the work. The Commission's Agent will schedule an on -site meeting of the contractor(s) responsible, and the Conservation Agent to ensure that the requirements of this Order are understood. No work shall begin until after the on -site meeting. During this on -site consultation, the Conservation Agent or Commissioner may require minor modifications to the approved site plan (relating to work/construction methodology) to the Order of Conditions. If so, said conditions will be provided in writing at the time of said on -site meeting. A8. Also prior to commencement of construction, a series of dated color photographs shall be taken of the entire resource area and buffer area, and siltation barrier, and shall include any bank erosion and revegetation area. A set of photographs shall be submitted to the Conservation Department for the applicant's permit file, with the notification form. These photos shall be labeled with the Assessor's Map and Parcel, and street address, date and general view description. Another series of dated color photographs shall be taken of the resource area and buffer area when the work is completed, and fully revegetated and stable. These photographs shall be submitted to the Conservation office at the time a Certificate of Compliance is requested, and shall remain in the applicant's permit file. The photos shall be labeled with the Assessor's Map and Parcel, and street address, date and general view description. A9. Any debris, fill or excavated material on site shall be stockpiled away from designated wetlands. Unsuitable or excess excavated material shall be properly stabilized or removed from the site. A10. All structures, facilities and equipment, as part of this project, shall be continually operated and maintained so as to comply with this permit. This provision applies specifically to all heavy equipment used on this project. Any leakage of oil, hydraulic fluid, fuel, or any other pollutant shall be cleaned up immediately, and the defective equipment responsible for said leakage shall be immediately repaired or taken off site. A11. A copy of this Order of Conditions/Permit shall be kept on site at all times during construction. This is the owner's responsibility. The owner shall see that all contractors and subcontractors retained during construction receive a copy of this Order. Workers shall be prepared to produce the Order and all plans and supporting documents referenced in the Order, upon request of the Conservation Agent or any member of the Conservation Commission. Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 7 Al2. Installation of in -ground irrigation systems shall be prohibited within 100 feet of any wetland resource areas. Temporary above ground irrigation systems may be used to establish mitigation plantings. A13. Fertilizers, pesticides, herbicides and fungicides shall be prohibited within 100 feet of any wetlands. A14. Notwithstanding condition #A13 regarding fertilizers, when mitigation plantings are installed the soil may be amended in accordance with the mitigation plan and starter fertilization may be applied. A15. Any disturbed slopes on site shall be revegetated with appropriately sized and spaced approved plant species* and stabilized with 100% biodegradable erosion control netting, which shall stay in place after final grading. Other disturbed areas shall be covered with four to six inches of organic topsoil which is free of weed seeds and debris, and planted with appropriately sized and spaced approved plant species*. or in accordance with the site/planting plan. All disturbed areas shall be completely revegetated during the first year after the permitted work is complete. *Approved plant species, size and spacing are those on the list of acceptable plantings for coastal resource areas of the Cape Cod Cooperative Extension (www.capecodextension.org). Turf lawn is prohibited within the 100 foot buffer zone to wetlands. American Beach Grass A16. Beach Grass: American Beach Grass (Ammophila breviligulata) shall be used; planted between October 1st and April 15th A17. Beach grass shall be planted in staggered form, twelve (12) inches apart, two to three culms per hole, four to six inches deep. Addition of FiII/Beach Nourishment A18. The limit of work line shall be clearly marked with high visibility fencing before commencement of any work in the area. A19. Sand used for beach nourishment shall be compatible in size, color, and texture with existing sand in the area. The proponent shall provide a grain size sieve analysis of both the native beach at the project location and the sand to be used for nourishment. The sieve analysis shall also include the Munsell Soil Color of both the native beach and the sand to be used for nourishment. A20. Sand for nourishment shall be screened through a one quarter inch (1/4") screen and shall contain less than 10% fines or be washed. Fines shall be defined as material passing a #200 Sieve. The sand must be coarse and free from clay, silty loam (as described above) and other undesirable materials. A21. Receipts of sand delivery showing amount(s) and source(s) of the material shall be submitted to the Conservation Commission upon completion of each beach nourishment activity. Relocation of Existing Stones A22. The existing loose stones on the east bank of Paine's Creek may be relocated as necessary, subject to review and approval by the Conservation Administrator. No additional stone material shall be brought on site without filing a new Notice of Intent. Sand Drift Fence/Split Rail Fence A23. All timber components of sand drift fence or split rail fence shall be untreated lumber. A24. All fence materials shall be a natural wood color. Fences shall not be painted or dyed. Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 8 A25. Drift fencing shall be installed at the toe of the coastal dune. A26. Subject to review and approval by the Conservation Administrator, snow fence arrays may be replaced with sturdy sand drift fence. Plans showing the sand drift fence design shall be submitted for review by the Conservation Administrator. A27. Slats of sand drift fence shall be spaced so as to maintain a minimum of 50% permeability (i.e. the width of the slats shall not exceed the width of the gaps) A28. Signage and additional sand fence may be installed to protect the coastal dune areas. Footbridge A29. The existing foot bridge may be maintained within its existing footprint. A30. Expansion or replacement of the foot bridge is subject to filing a Request to Amend this Order of Conditions. Any work to expand or replace the foot bridge shall comply with the Massachusetts Stream Crossing Standards. Project Completion/Certificate of Compliance A31. The Conservation Commission shall require one to three full growing seasons for mitigation plantings before issuing a Certificate of Compliance. Any Certificate of Compliance granted before plant viability shall be conditional on prior submittal of a performance bond, to be held until the Conservation Commission/Agent determines plantings are mature enough to insure survivability and full enough to protect the wetland. A32. On completion of the entire project, the applicant or representative shall submit a written request for a Certificate of Compliance on WPA Form 8A - Request for Certificate of Compliance MA WP ACT. The plan of record contains the stamp of a Professional Engineer (PE). It is further required that a written statement by a PE certifying substantial compliance with the plan and an "as-built/as constructed" plan be included. If the "as built/as constructed" plan shows any deviation from the approved plan, the PE shall describe said deviation in the statement. Without a Certificate of Compliance which has been recorded (at the Registry of Deeds or Land Court, whichever applies), an encumbrance shall remain on the property, and your filing will not be closed. BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Town of Brewster, Paine's Creek Beach Order of Conditions SE 9-1671 Findings/ Special Conditions 9 LOCUS \\ a t h e n a \ j o b f i l e s 2 0 1 4 \ 1 4 0 2 6 . 1 0 0 \ d r a w i n g s a l l s i t e s \ e d i t s \ p a i n e s c r e e k . d w g NOT TO SCALE NOTES: 1.RESULTS OF TOPOGRAPHIC SURVEY BY CLE ENGINEERING, INC. (CLE) ON 06-05-15. 2.ELEVATIONS ARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM. MLW=-5.58'; MHW=4.23'; AHTL=6.85' 3.DATUM CONVERSIONS PERFORMED USING NOAA'S VDATUM SOFTWARE. 4.BENCHMARK IS A NGS DISK LABELED BBCQ38. BENCHMARK ELEVATION IS +56.29' NAVD88 LOCATED ON THE INTERSECTION OF ROUTE 6 AND ROUTE 37 IN HARWICH, FOUND ON THE SOUTHERN RAMP ISLAND. 5.AERIAL IMAGES, SHELLFISH SUITABILITY AREAS, ESTIMATED AND PRIORITY HABITATS, APPROXIMATE PROPERTY LINES, FEMA FLOOD ZONES ARE BASED ON MOST RECENT DATA AVAILABLE FROM THE MA GIS DATABASE. 6.HISTORIC SHORELINE INFORMATION FROM MASSACHUSETTS OCEAN RESOURCE INFORMATION SYSTEM (MORIS) DATABASE. 7.COORDINATES ARE BASED ON NAD83 MASS STATE PLANE MA MAINLAND (FEET). 8.ENTIRE PROJECT SITE IS IN FEMA ZONE VE (EL. 15) IN ACCORDANCE TO FEMA FIRM MAP #25001C0413J, EFFECTIVE DATE JULY 16, 2014. 9.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 2015, CLE ENGINEERING, INC. 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 20 402010 EX. BEACH SAND (TYP.) EX. SALT MARSH (TYP.) LEGEND SALT MARSH - MASS GIS COASTAL DUNE - MASS GIS TIDAL FLATS - MASS GIS SALT MARSH - CLE ENG. CONTOUR LINE 1 100' BUFFER ZONE - CLE ENG. 50' BUFFER ZONE - CLE ENG. MHW - CLE ENG. MLW - CLE ENG. PROPERTY LINE - MASS GIS AHTL - CLE ENG. 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 20 402010 NAVD88 6.85' 4.23' 0.00' -5.58' HTL MHW NAVD88 0.0 MLW MLW 12.43' 9.81' 5.58' 0.00' DATUM CONVERSIONS MLLW 12.70' 10.08' 5.85' 0.27' -5.85' MLLW -0.27'0.0' HTL MHW NAVD88 0.0 MLW MLLW SAND NOURISHMENTSAND NOURISHMENT Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. ' Massachusetts . dartment of Environmental Protectoon Bureau of Resource Protection - Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Emergency Information Issuance From: 1. Site Location: Brewster Conservation Commission Issuing Authority Paines Creek Beach, Parking Area 2 Reason for Emergency: Unsafe conditions, undercutting of parking lot on west side. 3. Applicant to perform work: Brewster DPW 4. Public agency to perform work or public agency ordering the work to be performed: Brewster DPW, Brewster Police Department, Brewster Fire Department 5. Date of Site Visit: May 12, 2009 6. Work to be allowed*: Start Date: 5/21/2009 End Date*: 6/11/2009 * no later than 30 days from start date or 60 days in the case of an Immediate Response Action approved by DEP to address an oiVhazardous material release. Move armor stone closer to eroding parking lot. Replace lost sand in front of & behind stones. Attempt to create fore dune with beach grass planting. All activity will occur on the west side of the parking lot. * May not include work beyond that necessary to abate the emergency. B. Signatures Certified to be an Emergency by this Issuing Authority. Signatures: -itiairm n (or designee DoU.idiSciuQ(.b fh&-J-4- VC— AC)M:Al.K j -r2 51.2 0/200 a1 Date A copy of this form must be provided to the appropriate DEP Regional Office. WPA Emergency Certification Page 1 of 2 Rev. 01/31/0 Massachusetts L ,iartment of Environmental Proter:LIon Bureau of Resource Protection - Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions 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 Emergency Certification or subject to enforcement action. 2. This Emergency Certification does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. 3. This Emergency Certification does not relieve the applicant or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. Any work conducted beyond that described above, and any work conducted beyond that necessary to abate the emergency, shall require the filing of a Notice of Intent. 5. 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 Emergency Certification at reasonable hours to evaluate compliance with this Certification, and may require the submittal of any data deemed necessary by the Conservation Commission or the Department for that evaluation. 6. This Emergency Certification shall apply to any contractor or any other person performing work authorized under this Certification. 7. No work may be authorized beyond 30 days from the date of this certification without written approval of the Department. D. Special Conditions B1. Sand used for beach nourishment shall be compatible in size, color, and texture with existing sand in the area. B2. Beach grass shall be planted in staggered form, twelve (12) inches apart, two to three culms per hole, four to six inches deep E. Appeals The Department may, on its own motion or at the request of any person, review: an emergency certification issued by a conservation commission and any work permitted thereunder; a denial by a conservation commission of a request for emergency certification; or the failure by a conservation commission to act within 24 hours of a request for emergency certification. Such review shall not operate to stay the work permitted by the emergency certification unless the Department specifically so orders. The Department's review shall be conducted within seven days of: issuance by a conservation commission of the emergency certification; denial by a conservation commission of the emergency certification; or failure by a conservation commission to act within 24 hours of a request for emergency certification. If certification was improperly granted, or the work allowed thereunder is excessive or not required to protect the health and safety of citizens of the Commonwealth, the Department may revoke the emergency certification, condition the work permitted thereunder, or take such other action as it deems appropriate. WPA Emergency Certification Rev. 01/31/0 Page 2 of 2 aEuW�s�� cnco Brewster Fire Department 1657 Main Street Brewster, MA 02631 Phone 508-896-7018 Fax 508-896-4245 E-mail fire_dept@town.brewster.ma.us Robert Bersin Superintendant of Public Works 201 Run Hill Road Brewster, MA 02631 May 19, 2009 Regarding: Paines Creek Road Washout Dear Bob, In checking the road to Paines Creek, it appears to be in real danger of washing out. It also is a safety hazard in its present state. Therefore, immediate action should be taken to shore up the road and prevent further washout. I would consider this a true emergency to be dealt with now, before someone is hurt or more damage takes place. Yours truly, Roy Jones, I Chief of Department James Gallagher From: Chief Richard Koch [rkoch@town.brewster.ma.us] Sent: Monday, May 18, 2009 1:58 PM To: James Gallagher Cc: Robert Bersin; Charles Sumner Subject: Emailing: paines.creek.doc Attachments: paines.creek.doc paines.creek.doc (26 KB) Hi Jim, I hope this letter will assist Cons Com in allowing a repair before the beach gets mobbed. We need to correct this dangerous situation before somebody gets hurt. Chief Koch 1 BIB. WSTER POLICE DEPARTMENT Chief Richard J. Koch, Jr. 631 Harwich Road Brewster, Massachusetts 02631 Phone 508-896-7011 www.brewsterpolice.org FaX 508.896-4513 May 18, 2009 James Gallagher Conservation Agent Town of Brewster 2198 Main Street Brewster, MA 02631 Dear Jim, I recently toured the parking lot at Paine's Creek Beach. The erosion has created a public safety hazard. The west edge of the paved surface continues to break off. The pavement has been undermined in some areas as well. There is a significant drop with sharp edges on most of that side of the lot. This area is the most popular swimming spot for the beach users. Children are at risk of serious injury at this dangerous site. I ask that the Conservation Commission allow the DPW to fill the eroded site with sand to alleviate this serious situation. Richard J. Koch Jr. Chief of Police 508-896-4542 "9n J antnvo Pup With Cm - " TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-3701 ExT 135 FAX: (508) 896-8089 CONSERV ATION@TO W N.BREWS TER.MA. US ADMINISTRATIVE REVIEW FORM OFFICE OF CONSERVATION COMMISSION Office Use: Date Received: S• '2009 Fee Paid: exeb-rtp-- Owner/Applicant Name: ow W 0c2 Date: Project Location: PI Map Parcel Mailing Address: Q -/o N -3-t3 2©17 tM.1k ` Phone: '50 �':St 3212 Email / Fax: r6c_c.%,v\e �ow�J_btZewisiL . 6.4.0„.us Contractor/Representative: Z.G\s z w Phone: (.9(o 3Z.1' Other Contact Information (if necessary): PROJECT DESCRIPTION: (Attach additional pages if necessary. Include photos and a site plan if available.) yv\.t.,u� A a vv 3 S•TIDN Q. CA Osa.A rt..) e (Lo 7 • �v Qe.i01 +�� L L LO jf� r..) pin.) i o ( r 5 rc�c 5 , �-�►."��; z- i�o ecuL �JwJC_ w� )QZ Srirt&L5 DESCRIPTION OF RESOURCE AREA AFFECTED: (Coastal Bank, Land Subject to Flooding, Salt PInAsr' Marsh, Beach, Dune, Vegetated Wetland, Inland Bank, Lake, Pond, River, Stream, Bog, Swamp, etc.) (cJVt.42) 1. Site Access Authorization form is included? Y / N iJ/A 2. Will the proposed work take place within 50 feet of any resource area? CYO' N - 3. Is excavation by machinery required? Y /0 4. Will there be disturbance to the ground? (SD/ N 5. Is removal of vegetation proposed? Y/e) 6. Is regrading proposed? (Addition or removal of soil?) e./ N 7. Is tree removal proposed? Y 6 • If so, how many? 8. Is pruning of trees proposed? - If so, please supply photo Y /KJ) 9. Is planting proposed? - If so, please supply a plan including species ®/ N bd.a eAk. 10. Is removal of poison ivy or other nuisance or invasive species proposed? Y /0 %+its`Ss • If so, please explain on an additional sheet 11.1s the use of herbicides proposed? Y ® For office use only: Site Inspection Date: C' 12 ln Additional Filing Required: „r,er nt Conservation Administrator Commeq : g01 ncy Les z�.,-+ten ec, v\_ itct t/i 17y Pa F f G, eT-5. Date Ratified: ADOPTED: 5/19/2008 Gey . Approval: WWW.TOWN.BR EWSTER. NIA.US THIS FORM IS VALID FOR 6 MONTHS FROM DATE RATIFIED cNi sr IA AC{\Airy I ,,Az C.12,0 ,SC1 q�{ Ni t 1717. " 14,47 p& .o sc ilk j eyvko 0.4 e. PAINES CREEK BEACH BREWSTER, MA 02631 PR OPOSED TEMPORARY EROSI ON CONTROL MEASURES April 29, 2009 submitted by BREWSTER DPW 201 Run Hill Road Brewster, MA 02631 '-&A.1/401-4 AZtA. '74 F 17- Paines Creek 4-26-2007 Paines Creek 8-25-2007 Paines Creek Culvert 4-26-2007 Paines Creek 8-25-2007 F'tr4 13, too9 r... 1‘,&00i Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Emergency Information Issuance From: 1. Site Location: Town of Brewster Issuing Authority Paines Creek Landing 2 Reason for Emergency: Extreme Erosion of Parking Area 3. Applicant to perform work: Town of Brewster 4. Public agency to perform work or public agency ordering the work to be performed: Brewster Department of Natural Resources/Brewster DPW 5. Date of Site Visit: Start Date: 1/14/2011 1/15/2011 6. Work to be allowed*: End Date*: 2/15/2011 * no later than 30 days from start date or 60 days in the case of an Immediate Response Action approved by DEP to address an oiVhazardous material release. Addition of sand to create sacrificial dune at parking lot edge. Addition of sand bags to undermined pavement areas. Installation of barriers to prevent public access to eroding parking area. * May not include work beyond that necessary to abate the emergency. B. Signatures Certified to be an Emergency by this Issuing Authority. Si. natures: 2-S -Za►1 Chairman (or d sign • e) Date A copy of this form must be provided to the appropriate DEP Regional Office. WPA Emergency Certification Page 1 of 2 Rev. 01/31/0 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions 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 Emergency Certification or subject to enforcement action. 2. This Emergency Certification does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. 3. This Emergency Certification does not relieve the applicant or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. Any work conducted beyond that described above, and any work conducted beyond that necessary to abate the emergency, shall require the filing of a Notice of Intent. 5. 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 Emergency Certification at reasonable hours to evaluate compliance with this Certification, and may require the submittal of any data deemed necessary by the Conservation Commission or the Department for that evaluation. 6. This Emergency Certification shall apply to any contractor or any other person performing work authorized under this Certification. 7. No work may be authorized beyond 30 days from the date of this certification without written approval of the Department. D. Special Conditions E. Appeals The Department may, on its own motion or at the request of any person, review: an emergency certification issued by a conservation commission and any work permitted thereunder; a denial by a conservation commission of a request for emergency certification; or the failure by a conservation commission to act within 24 hours of a request for emergency certification. Such review shall not operate to stay the work permitted by the emergency certification unless the Department specifically so orders. The Department's review shall be conducted within seven days of: issuance by a conservation commission of the emergency certification; denial by a conservation commission of the emergency certification; or failure by a conservation commission to act within 24 hours of a request for emergency certification. If certification was improperly granted, or the work allowed thereunder is excessive or not required to protect the health and safety of citizens of the Commonwealth, the Department may revoke the emergency certification, condition the work permitted thereunder, or take such other action as it deems appropriate. WPA Emergency Certification Page 2 of 2 Rev. 01/31/0 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the Severe erosion of sand over culvert with risk to the integrity of culvert and public safety. return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Emergency Information Town of Brewster Conservation Commission Issuance From: Issuing Authority 1. Site Location: Paines Creek Landing Culvert 2 Reason for Emergency: 3. Applicant to perform work: 4. Public agency to perform work or public agency ordering the work to be performed: Brewster DPW Brewster DPW 5. Date of Site Visit: Start Date: End Date*: 3/8/2018 3/8/2.018 _ 3/9/2018 * no later than 30 days from start date or 60 days in the case of an Immediate Response Action approved by DEP to address an oiVhazardous material release. 6. Work to be allowed*: Addition of screened sand above the mean high water line. Sand will be delivered via two front end loaders and a skid steer. * May not include work beyond that necessary to abate the emergency. B. Signatures Certified to be an Emergency by this Issuing Authority. Signatures: odb. > ‘ otU 0O 149, ordesi Chairman ( gnee) Date 1 A copy of this form must be provided to the appropriate DEP Regional Office. WPA Emergency Certification Rev. 01/3110 Page 1 of 2 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Emergency Information Town of Brewster Conservation Commission - Issuing Authority Paines Creek Landing Culvert Issuance From: 1. Site Location: 2 Reason for Emergency: Severe erosion of sand over culvert with risk to the integrity of culvert and public safety. 3. Applicant to perform work: Brewster DPW 4. Public agency to perform work or public agency ordering the work to be performed: Brewster DPW - 5. Date of Site Visit: Start Date: End Date*: 3/8/2018 3/8/2018 3/9/2018 * no later than 30 days from start date or 60 days in the case of an Immediate Response Action approved by DEP to address an oillhazardous material release. 6. Work to be allowed*: Addition of screened sand above the mean high water line. Sand will be delivered via two front end loaders and a skid steer. * May not include work beyond that necessary to abate the emergency. B. Signatures Certified to be an Emergency by this Issuing Authority. Signatures: JU� b4 hairman (or designee) Date A copy of this form must be provided to the appropriate DEP Regional Office. WPA Emergency Certification Rev. 01131/0 Page 1 of 2 Commonwealth of Massachusetts Executive Office of Energy iSt Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 021090617-292-5500 Charl3s 0. t3a::or Governor Matthew A. Beaton Secretary Karyn E. Polito Marlin Suuberg Lieutenant Governor Commissioner Acknowledgement of Emergency Repairs Following 2018 Winter Storm Riley 1. Wetlands (310 CMR 10.00) This Acknowledgement confirms receipt of the notice and allows work conducted in response to emergency repairs undertaken during 2018 Winter Storm Riley as authorized by the Severe Weather Emergency Declaration issued on March 2, 2018 by the Massachusetts Department of Environmental Protection: hops://www.mass.aov/doc/severe-weather-emergencv-declaration-march-2018-noreaster/download City/Town: Brewster Person/Entity Performing Work: Town of Brewster - DPW Location: Paine's Creek landing culvert Work undertaken includes the following (checked) activities: ❑ Replacement of sand or cobble material eroded in the storm from a coastal bank, coastal dune and/or coastal beach ❑ Removal of objects and debris including clearing of roadways; ® Repair, stabilizing, shoring up (but not expanding) any seawalls, revetments, structure, building or foundation; ❑ Repair (but not expansion or re -alignment) of a roadway; ® Repair of culverts; ❑ Removal of objects and debris blocking culverts, streams or channels; ❑ Repair of water and wastewater treatment plants; replacement of utility lines, poles and pipes; ® Repair of stormwater structures; installation of temporary diversion structures; ❑ Discharge of non -contaminated water from flooded buildings This Information Is available In alternate format. Conine! Michelle Wators•Ekanem, Director or DlvorsItylCivil Rights at 617.282.6751. TTY/9 MassRetay Service 1-600.439-2370 f.4assDEP Website: v.:,-,:.mass.govldap Printed on Recycled Paper Approximate volume of material placed and location of the work relative to approximate Mean High Water (MHW): 300 cubic yards will be placed above the MHW Access point for conducting work: Parking lot Equipment used: Two yard front end loader & skid steer Why the project is necessary for the protection of the health or safety of the public or the environment: To maintain the integrity of the culvert and urevent injury to members of the public using the area. 2. Waterways (310 CMR 9.00) This acknowledgement also approves emergency work undertaken below MHW and subject to c. 91 — Waterways provided: • Written or verbal notice is provided to the appropriate MassDEP Regional Director, and • A permit or license application is submitted in accordance with 310 CMR 9.11 within 30 days of the date of the emergency. • For all repair and restoration of authorized structures to the original License specifications, written notice within 60 days to the Department that the work has been completed, as certified by a Registered Professional Engineer. 3. Water Quality Certification (314 CMR 9.00) If prior.emergency authorization has been provided under MGL c. 131, s.40, or 310 CMR 9.20, this acknowledgment also approves emergency work undertaken without prior certification. Absent such authorization, this acknowledgment confirms receipt of the written notice and approval of work conducted in response to emergency repairs. The above acknowledgments do not relieve any person/entity from compliance with other applicable federal, state, and local by-law requirements and approvals. The notification provided for this work and this Acknowledgement ensures compliance with relevant regulations which may be required If disaster relief reimbursement is sought from federal or other authorities. Acknowledged by: �R2 M(ssD$� Representative Date: March 9. 2018 Winter Storm Riley Emergency Repairs • 03/06/2018 Page 2 Appendix B – 2012/2013 Culvert Related Previous Permits/Approvals Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection Southeast Regioni�I. Offic�.•· 2 • '_. -; Lakeville MA 02347 • 508-846-2700 DEVALL PATRICK RICHARD K. SULLIVAN JR. Governor Secrntsry TIMOTHY P MURRAY Lieutenant Governor O 3 2012 KENNETH L KIMMELL Commissioner Robert M. Perry Cape Cod Engineering, Inc. P.0. Box 1517 Brewster, Massachusetts 02641 Dear Mr. Perry: RE: BREWSTER-Wetlands File No. SE 9-1534 Superseding Order of Conditions 0 Paines Creek Road 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. The Superseding Order affirms the Order of Conditions issued by the Brewster Conservation Commission on November 18, 2011. The Department has determined that the project area is significant to the statutory interests of public and private water supply, groundwater supply, flood control, storm damage prevention, prevention of pollution, protection of land containing shellfish, protection of fisheries, and to the protection of wildlife habitat. The project proposes to replace an existing 3-foot diameter metal culvert with a IO-foot wide by 6-foot high open-bottom concrete box culvert. The proposed culvert will be 11 feet shorter than the existing culvert and the existing road over the culvert will be abandoned and replaced with a sand cover and pedestrian foot path. The proposed culvert work will be contained within an 11,200 square foot steel sheetpile cofferdam. A 3-foot diameter temporary bypass culvert will be emplaced adjacent to the work area to convey flow during construction. The proposed work will permanently impact approximately 70 square feet of salt marsh and will temporarily impact approximately 291 square feet of salt marsh. The applicant has proposed to replicate 70 square feet of salt marsh. In accordance with 310 CMR 10.32(5), the Department has determined that the ultimate restoration of tidal flow will enhance the salt marshes functions and water quality within the 5 acre salt pond (Freemans Pond) and associated 15 acre coastal wetland system. 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. This information is available in alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TDD# 1-866-539-7622 or 1-617-574-6868 MassDEP Website: www.mass.gov/dep Printed on Recycled Paper 2 2806. If you have any questions concerning this matter please contact Jim Mahala at (508) 946- Very truly yours, K/JM Enclosure cc: Brewster Conservation Commission Charles Sumner Town of Brewster 2198 Main Street Brewster, MA 02631 t�d/2"&d� Elizabeth A. Kouloheras Bureau of Resource Protection CERTIFIED MAIL No. 7010 1060 0001 7067 2576 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5-Superseding Order of Conditions -Affirmation Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A.General Information From: Department of Environmental Protection Issuing Authority This issuance is for: � Superseding Order of Conditions -Affirmation DEP File Number: SE 9-1534 To: Applicant: Property Owner (if different from applicant): Charles Sumner Name Town of Brewster, 2198 Main Street Mailing Address Brewster City/Town 1.Project Location:0 Paines Creek Road Street Address1 Assessors Map/Plat Number MA State 2.General Description of Approved Project: Name Mailing Address 02631 Zip Code City/Town State Zip Code Brewster City/Town 6 Parcel/Lot Number Replace an existing 3-foot diameter culvert with a 10-foot wide by 6-foot high open-bottom concrete box culvert to imorove tidal flow to Freemans Pond. Page 1 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5-Superseding Order of Conditions -Affirmation 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): Freemans Pond Culvert Replacement (4 Sheets, Sheet 4 rev. 9/23/2011) TitleJeffrey W. Oakes, P.E. Signed and Stamped by 4.Date of Issuance:F EB O 3 2012 --------------------- Certified Mail #7010 1060 0001 7067 2576 8.Findings DEP File Number: SE 9-1534 Rev. 8/19/2011 ate 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 Brewster Conservation Commission on November 18, 2011. 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. K/JM Page 2 of 5 Superseding Order of Conditions for Town of Brewster, File No. SE 9-1534 Special Conditions: 1.In order to protect the passage of anadromous fisheries in Stony Brook, no work shall be conducted from April 1 st through June 30th of any year. No time of year (TOY) restriction is required for anadromous fisheries if the applicant complies with the "Cofferdam Removal and Sequencing Plan", prepared by Jeremy Bell of MA Division of Ecological Restoration and Martha Rheinhardt of the Cape Cod Con servation District, with assistance from the Town of Brewster, NOAA Restoration Center, The Association to Preserve Cape Cod, and the Massachusetts Bays Program, and dated September 28, 2011. 2.The applicant has withdrawn its proposal to apply herbicides to Phragmites in Freemans Pond. Therefore, no herbicides are permitted and the time-of-year (TOY) restriction in the Brewster Conservation Commission's Order of Conditions for herbicide application is not applicable. 3.All "Special" conditions of the Brewster Conservation Commission's Order of Conditions are adopted in this Superseding Order of Conditions other than special condition "B5" which pertains solely to the local by-law. Page 3 of 5 Massachusetts Department of Environmental Protection 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 DEP File Number: SE 9-1534 (;•, ' j / ' fJ" &Laµ��: Signature: :tn� A � ·? -:J--__ FEB O 3 201.2 Elizibeth A Kouloheras, Bureau of Resource Protection 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 20 Riverside Drive Lakeville, MA 0234 7 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 4 of 5 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)(i), 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; ifrepresented 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.131, § 40, including reference to the statutory or regulatory provisions that the party filing the Appeal Notice alleges has been viol ated 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 Conser vation 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 ofMassachusetts 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 5 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A.General Information 1.From:Brewster Conservation Commission Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction # Brewster City/Town Please note: this form has been modified with added space to accommodate the Registry 2. This issuance is for (check one):a.�Order of Conditions b. D Amended Order of Conditions of Deeds Requirements Important: When filling out forms on the computer, use only the tab key to move your cursor -do not use the return key. � � 3. To: Applicant: Charles a. First Name Town of Brewster c.Organization 2198 Main Street d.Mailing Address Br.ewster e.City/Town 4.Property Owner (if different from applicant): a.First Name Town of Brewster c. Organization 2198 Main Street d.Mailing Address Brewster e.City/Town 5.Project Location: 0 Paine's Creek Road a.Street Address 1 c.Assessors Map/Plat Number wpaform5.doc • rev. 05/19/2010 Sumner b. Last Name MA f.State b. Last Name MA f. State Brewster b.City/Town 6 d.Parcel/Lot Number 02631 g.Zip Code 02631 g.Zip Code· Page 1 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5-Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Latitude and Longitude, if known: 41d445.594'Nm105s d. Latitude Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction # Brewster City/Town 70d m s e.Longitude A.General Information (cont.) 6. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): Barnstable a.County 551 C.Book b.Certificate Number (if registered land) 261 7. Dates:8/26/11 d.Page 11/15/11 11/18/11 a. Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuancea.Final Approved Plans and Other Documents (attach additional plan or document references as needed): Town of Brewster MA Freeman's Pond Culvert Replacement, Paines Creek Rd. CLE Engineering, Inc. b.Prepared By 8/19/11/, sheets 1 -3, 9/23/2011, sheet 4 d.Final Revision Date f. Additional Plan or Document Title Jeffrey W. Oakes, PE c. Signed and Stamped by 1" = 20' e.Scale g.Date 8.Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: a. d. g. 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 (the Act). Check all that apply: [Z] Public Water Supply b. [Z] Land Containing Shellfish C. [Z] Prevention o'f Pollution [Z] Private Water Supply [Z] Fisheries f. [Z] Protection ofe. Wildlife Habitat [Z] Groundwater Supply h. [Z] Storm Damage Prevention i. [Z] Flood Control 2.This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a.!Zl 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. wpaform5.doc • rev. 05/19/2010 Page2 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Provided by MassDEP: SE 9-1534 WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 MassDEP File # eDEP Transaction # Brewster City/Town 8.Findings (cont.) Denied because: b.D 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 the 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.D 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 CMR 10.05(6)(c). 3.D Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Permitted Proposed a. linear feet Permitted Resource Area Proposed Alteration 44 temp Alteration Replacement Replacement 4.0 Bank s.0 Bordering Vegetated Wetland 6.0 Land Under Waterbodies and Waterways 7.D Bordering Land Subject to Flooding Cubic Feet Flood Storage 8.D Isolated Land Subject to Flooding Cubic Feet Flood Storage s.0 Riverfront Area Sq ft within 100 ft wpaform5.doc • rev. 05/19/201 D a.linear feet 6.4 acre increased 480 temp a. square feet e.c/y dredged a. square feet e.cubic feet a.square feet c.cubic feet 11,200 a. total sq. feet c.square feet 44 temp b.linear feet 6.4 acre increased 480 temp b. square feet f. c/y dredged b. square feet f. cubic feet b. square feet d.cubic feet 11,200 b. total sq. feet d. square feet 44, 22 c.linear feet 6.4 acre c.square feet 480,112 c.square feet c. square feet g.cubic feet e.cubic feet e.square feet 44, 22 d.linear feet 6.4 acre d. square feet 480,112 d.square feet d.square feet h.cubic feet f.cubic feet f.square feet Page 3 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Provided by MassDEP: SE 9-1534 WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G. L. c. 131, §40 MassDEP File # eDEP Transaction # Brewster Sq ft between 1 00- 200 ft B.Findings (cont.) g.square feet h.square feet City/Town i.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 1 o. D Designated Port Areas 11.D Land Under the Ocean 12.� Barrier Beaches 13.� Coastal Beaches 14.� Coastal Dunes 15. □ Coastal Banks 16. □ Rocky Intertidal Shores 17.� Salt Marshes 18.□ Land Under Salt Ponds 19.� Land Containing Shellfish 20.� Fish Runs 21. � Land Subject to Coastal Storm •Flowage wpaform5.doc • rev. 05/19/2010 Proposed Alteration Permitted Alteration Proposed Replacement Permitted Replacement Indicate size under Land Under the Ocean, below a. square feet b.square feet c. c/y dredged d.cfy dredged Indicate size under Coastal Beaches and/or Coastal Dunes below 420 -330 420 -330 cu yd cu yd a.square feet b. square feet c. nouris,hment d.nourishment 1072 -205 1072 -205 cu yd cu yd a.square feet b.square feet c. nourishment d.nourishment a. linear feet b.linear feet a. square feet b.square feet 291, 70 291, 70 same same a.square feet b.square feet c. square feet d. square feet a.square feet b.square feet c.c/y dredged d. c/y dredged 300 300 300 300 a.square feet b.square feet c. square feet d.square feet Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 300 300 a.c/y dredged b.c/y dredged 11,200 11,200 a. square feet b.square feet Page 4 of 12 � Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction # Brewster Cityrrown 8.Findings (cont.) •#22• If the 22.D Restoration/Enhancement *:project is for 3.6 acres 6.4 acres a. square feet of BWV b.square feet of salt marsh the purpose of restoring or enhancing a wetland resource area 23. D Stream Crossing(s): in addition to the square footage that has been entered in Section 8.5.c (BWV) or 1 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.8.17.c (Salt Marsh) above, 1 please enter 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. the additional amount here. 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 least 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 extend the issuance date of the original Final Order of Conditions and the Order will expire on unless extended in writing by the Department. 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. wpaformS. doc • rev. 05/19/201 O Page 5 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction # Brewster Cityffown C.General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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, the Final Order shall also be noted in the Registry's Granter 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 6n 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 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 SE 9-1534 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 MassDEP. 12.Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form BA) 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 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 co_nditioned 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 iss1Jed by the Conservation wpaform5.doc • rev. 05/1912010 Page 6 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Commission. Provided by MassDEP: SE 9-1534 MassDEP File '# eDEP Transaction # Brewster City/Town C.General Conditions Under Massachusetts Wetlands Protection Act (cont) 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 shail 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) rgJ is not (2) D subject to the Massachusetts Stormwater Standards. If the work is subject to the 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 Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 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:i.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 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 1 O;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. wpaform5.doc • rev. 05/19/2010 Page 7 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction # Brewster Cityrrown C.General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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 18(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-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution 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 permittee for purposes of implementing the requirements of Conditions 18(f) through 18(k) with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(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. wpaform5.doc • rev. 05/19/2010 Page 8 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Provided by MassDEP: SE 9-1534 WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 MassDEP File # eDEP Transaction # Brewster City{fown C.General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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 stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): See Addendum. wpaform5.doc • rev. 05/19/2010 Page 9 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Provided by MassDEP: SE 9-1534 WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 MassDEP File # eDEP Transaction # Brewster City/Town D.Findings Under Municipal Wetlands Bylaw or Ordinance 1.Is a municipal wetlands bylaw or ordinance applicable? � Yes D No 2.The Brewster hereby finds (check one that applies): Conservation Commission a.D that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1.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 of Conditions is issued. b.� that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Brewster Wetlands Protection Bylaw Ch. 172 1.Municipal Ordinance or Bylaw 2.Citation 3.The Commission 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 (if you need more space for additional conditions, attach a text document): See Addendum. wpaformS.doc • rev. 05/19/2010 Page 10 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E.Signatures Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction# BrewsterCityrrown This Order is valid for three years, unless otherwise specified as a special J ! / I � U! condition pursuant to General Conditions #4, from the date of issuance. 1.Daie of IssuancePlease indica te the nu mber of members who will sign this form. _0�-----This Order mu st be signed by 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. Acopy 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. IZl by hand delivery on /,{ ( 1 'l:(f{ Town of Brewster Paines' CreekDate F.Appeals i l D by certified mail, return receipt requested, on Date 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 of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days fromthe 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 isnot the appellant. Any appellants seeking to appeal the Dep artment's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participationin 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 thewetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipalordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, theDepartment has no appellate jurisdiction. wpatorrn5.doc • rev. 05/19/201 0 Page 11 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c: 131, §40 Provided by MassDEP: SE 9-1534 MassDEP File # eDEP Transaction # Brewster City/Town ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. G.Recording Information Prior to commencement of work, 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 Granter 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 be submitted to the Conservation Commission listed below. Brewster Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ·--�-----------·----------------------------------------------------------------------------------------------- To: Brewster Conservation Commission Please be advised that the Order of Conditions for the-Project at: 0 Paine's Creek Road, 1/6 SE 9-1534 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: Barnstable County Book for: Town of Brewster 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: 11/18/11 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 wpaform5.doc • rev. 05/19/2010 Page Page 12 of 12 Addendum to Order of Conditions Town of Brewster Order of Conditions SE 9-1526, 0 Paine's Creek Road, 1/6 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 -Order of Conditions Massachusetts Wetlands Protection Act (M.G.L. C.131 S. 40) And Code of the Town of Brewster Chapter 172 Brewster Wetlands Protection By-Law Project Description: Restoration of tidal flushing to Freeman's Pond, associated salt marsh and other wetlands, by replacing an existing failing culvert with a larger culvert, sized to increase the tidal flow to Freeman's Pond and the Freeman's Pond Channel, on Paine's Creek Road at Paine's Creek Beach, Assessors' Map 1, Parcel 6. Findings under the Massachusetts Wetlands Protection Act (M.G.L. C. 131 S.40): The Brewster Conservation Commission finds that this project meets performance standards under the Massachusetts Wetlands Protection Act. The Massachusetts Wetlands Protection Act Regulations 310 CMR 10.32(5) states: "Notwithstanding the provisions of 310 CMR 10.32(3), a project which will restore or rehabilitate a salt marsh, or create a salt marsh, may be permitted." 31 0 CMR 10.32(3) states: "A proposed project in a salt marsh, on lands within 100 feet of a salt marsh, or in a body of water adjacent to a salt marsh shall not destroy any portion of the salt marsh and sha II not have an adverse effect on the productivity of the salt marsh. Alterations in growth, distribution and composition of salt marsh vegetation shall be considered in evaluating adverse effects on productivity. This section shall not be construed to prohibit the harvesting of salt hay." The Brewster Conservation Commission finds that this project will restore or rehabilitate a salt marsh. The Commission ·finds that this project is proposed in and within 100 feet of a salt marsh. The Commission finds that this project will not permanently destroy the salt marsh. The Commission finds that any portions of the salt marsh temporarily disturbed will be restored or replicated. The Commission finds that the project will not have an adverse effect on the productivity of the salt marsh. The Commission finds that the project will improve the productivity of the salt marsh. The Commission has considered alterations in growth, distribution and composition of salt marsh vegetation. Findings under the Brewster Wetlands Protection By-Law, Chapter 172: The Brewster Conservation Commission finds that this project meets performance standards under the Brewster Wetlands Protection By-Law. The Brewster Wetlands Pro tection Regulations Section 2.06(2)(c) states: "No activity, other than the maintenance of an already existing structure, which will result in the building within or upon, removing, filling, or altering of a salt marsh on land within 50 feet of any salt marsh shall be permitted by the conservation commission, except for activity which is allowed under a variance from these regulations granted pursuant to Section 5.01 ." Section 2. 06 (3) states: "Any activity which is allowed under a variance granted pursuant to Section 5.01 of these regulations on a salt marsh or within 100 feet of a salt marsh shall comply with the following regulations: Town of Br ewster Paine's Creek Order of Conditions SE 9-1526 D. Findings/ Special Conditions: 1 Brewster Wetlands Protection By-law currently proposed, the project will not adversely affect the actual habitat of state protected species under the ACT, and Based on a review of the information that was provided, the NHESP has determined that this project, as currently proposed, appears to be exempt from MESA review pursuant to 321 CMR 10. 14 which states: "The following Projects and Activities shall be exempt from the requirements of 321 CMR 10.18 through 10.23 ... " The active management of State-listed Species habitat, including but not limited to mowing, cutting, burning, or pruning of vegetation, or removing exoUc or invasive species, for the purpose of maintaining or enhancing the habitat for the benefit of rare species, provided that the management is carried out in accordance with the habitat management plan approved in writing by the Division and; Any changes to the proposed project or any additional work beyond that provided may require a filing with the NHESP pursuant to the MESA regulations. Any change to the proposed project or any additional work beyond that shown on the site plans may require an additional filing with the NHESP pursuant to MESA or WPA. The Commonwealth of MA Division of Marine Fisheries reviewed the proposed project with regard to potential impacts to marine fisheries resources and habitat. In accordance with its comments, the Conservation Commission issues the following conditions: •A time-of-year restriction (TOY) on herbicide application in Freemans Pond from March 15 to June 30 to protect American eel resources. •In order to protect the passage of anadromous fisheries in Stony Brook, no work shall be conducted from April 1 through June 30 of any year. However, no time-of-year (TOY) restriction is necessary if the proponent complies with the Cofferdam Removal and Sequencing Plan submitted as supplemental information to the EENF*. •Natural bottom substrate shall be used within the culvert to mimic the upstream and downstream substrates. •Spills resulting from the refueling of construction equipment could have an adverse impact on the marine habitat. Clean up and containment material shall be kept onsite. *Expanded Environmental Notification Form and Waiver Request CLE Engineering D. 3. "Spec ial" Conditions The Brewster Conservation Commission hereby finds that the following additional conditions are necessary to comply with a municipal law, bylaw, or ordin ance; specifically, the Brewster Wetlands Protection By-law. The Conservation Commission orders that all work shall be performed in accordance with 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. Interests Protected Under the Brewster Wetlands Protection By-law Groundwater Quality Water Quality in any Pond in the Town Protection of Wildlife Habitat Erosion and Sedimentation Control Prevention of Water Pollution Historic Values Aesth etics Town of Brewster Paine's Creek Order of Conditions SE 9-1526 D. Findings/ Special Conditions: 3 Brewster Wetlands Protection By-law 81.All local, state and federal approvals shall be obtained for this project before work can commence. Copies of all approvals shall be forwarded to the Brewster Conservation Commission. 82.This permit is granted under Section 172-7 of the Brewster Wetlands Protection By-law, subject to the conditions imposed, for a period of three years from the issuance date of the original Order of Conditions. The Conservation Commission may issue one year extensions based on review of the site and other criteria. Requests for each extension shall be submitted in writing, no less than 30 days prior to the expiration date. This Order of Conditions shall expire on November 18, 2014. 83.The Agent or other employee, members of the Conservation Commission and officials of 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. Said persons may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. This right of entry shall remain until such time as a Certificate of Compliance has been issued, recorded in the Registry of Deeds or Land Court, Barnstable County, and returned to the Conservation Department. 84.This order shall apply to any successors and assigns in interest or control and any other person engaging in activity on the property identified in the Notice of Intent. 85.Violation of any of these Conditions shall subject the violator and the landowner to a fine (of not more than $300.00 per day) pursuant to Section 172-11 of the Town of Brewster Wetlands Protection By-law, until all violations have been corrected to the satisfaction of the Brewster Conservation Commission. 86.All work shall be in accordance with the approved plan(s) of record. If any changes are made in the above-described plan(s) which may or will alter an area subject to protection under the Wetlands Protection Act and the Town of Brewster Wetlands Protection By-law, or any changes in activity subject to regulations under G.L. c. 131 §40, or the Town of Brewster local regulations occurs, the applicant shall inquire from this Commission in writing, prior to implementation in the field, whether the change(s) is significant enough to require an Amended Order of Conditions or the filing of a new Notice of Intent. Any errors in the plans or information submitted by the applicant shall be considered changes and the above procedures shall be followed. B7. To prevent the Time of Year Restriction (TOY), the Cofferdam Removal and Sequencing Plan, Freemans Pond Restoration Project, Brewster, MA shall be strictly followed. •The coffer dam shall be installed prior to April 1, 2012 to avoid soil disturbance during the river herring migration in Stony Brook. •The coffer dam may be removed during the TOY as long as the following conditions are met: the sheet piles on the Stony Brook side of the culvert shall be removed within one hour of the project low tide as directed by the Project Engineer on site. The low tide will be determined by consulting both the Wellfleet and Sesuit harbor projected low tides, as well as site conditions. " The bypass culvert may also be removed during the TOY at low tide using .the same timing as above. •In both cases, a silt curtain spanning the channel just seaward of the cofferdam shall be used to contain any sediment disturbed when the sheetpile is removed. •The silt curtain shall be removed when after the low tide turns, as tide begins to flow upstream to prevent a blow out of the silt curtain as the water levels increase. This work will be observed by both the Brewster Conservation Agent, as well as the fish biologist from the Cape Cod Conservation District. The two Town of Brewster Paine's Creek Order of Conditions SE 9-1526 D.Findings/ Special Conditions:4 Brewster Wetlands Protection By-law will determine when sediment levels have returned to normal conditions for silt curtain removal. At this point, any sediment still suspended would be transported upstream in to Freemans Pond channel due to the force of the tides. •The construction oversight engineer shall be on site at all times during sheetpile and bypass culvert removal to inspect the contractor's work and ensure proper implementation of this methodology. B8. Prior to clearing, excavation or construction, an erosion control barrier (staked hay bales) shall be properly installed, as shown on the plan of record. This barrier shall constitute the limit of work. No work shall take place on the wetland side of the barrier. The siltation barrier shall be removed only after any threat of erosion no longer exists, and all disturbed areas are stabilized by vegetation or other means. Any siltation buildup on the upland side shall be removed. Any commencement of work activities prior to the proper installation of erosion controls and an inspection and approval by the Conservation Commission may result in a cease and desist action, and possible fines of up to $300.00 per day for each day of violation. B9. Erosion controls may be modified in the field in consultation with the Conservation Administrator. B10. A supply of extra siltation barriers shall be stored on site for emergency use. B11. After the siltation barrier has been set and a minimum of five (5) days before commencement of work, the owner shall notify the Conservation Department using the Owner affirmation of responsibility for work/request for site inspection ... form, which shall be signed by the owner of the property as well as the contra ctor in charge of the work. The Commission's Agent will schedule an on-site meeting of the contractor(s) responsible, and the Conservation Agent, for an inspection of the erosion control barriers and to ensure that the requirements of this Order are understood. No work shall begin until after the on-site meeting. During this on-site consultation, the Conservation Agent or Commissioner may require minor modifications to the approved site plan (relating to work/construction methodology) to the Order of Conditions. If so, said conditions will be provided in writing at the time of said on-site meeting. B 12. Also prior to commencement of construction, a series of dated color photographs shall be taken of the entire resource area and buffer area, and siltation barrier, and shall include any bank erosion and revegetation area. A set of photographs shall be submitted to the Conservation Department for the applicant's permit file, with the notification form. These photos shall be labeled with the Assessor's Map and Parcel, and street address, date and general view description. Another series of dated color photographs shall be taken of the resource area and buffer area when the work is completed, and fully revegetated and stable. These photographs shall be submitted to the Conservation office at the time a Certificate of Compliance is requested, and shall remain in the applicant's permit file. The photos shall be labeled with the Assessor's Map and Parcel, and street address, date and general view description. B13. Any debris, fill or excavated material on site shall be stockpiled away from designated wetlands. Unsuitable or excess excavated material shall be properly stabilized or removed from the site. B14. Debris from excavation and re-grading operations shall be cleaned up on a regular basis and disposed of off site at a properly designed facility. B15. The dewatering pump intakes shall be through screened hoses to prevent entrainment of fish. Discharge water shall be through a filter bag ringed by a siltation fence and hay bales. B16. Absolutely no release of any petroleum products from the excavation equipment shall be Town of Brewster Paine's Creek Order of Conditions SE 9-1526 D. Findings/ Special Conditions: 5 Brewster Wetlands Protection By-law allowed into the waterway. Accidental releases shall be reported to the Conservation Commission and Project Engineer. The Contractor shall have on site sufficient sorbent pads and booms to contain an accidental spill. B17. All structures, facilities and equipment, as part of this project, shall be continually operated and maintained so as to comply with this permit. This provision applies specifically to all heavy equipment used on this project. Any leakage of oil, hydraulic fluid, fuel, or any other pollutant shall be cleaned up immediately, and the defective equipment responsible for said leakage shall be immediately repaired or taken off site. B18. A copy of this Order of Conditions/Permit shall be kept on site at all times during construction. This is the owner's responsibility. The owner shall see that all contractors and subcontractors retained during construction receive a copy of this Order. Workers shall be prepared to produce the Order and all plans and supporting documents referenced in the Order, upon request of the Conservation Agent or any member of the Conservation Commission. B19. Mulch shall not be a-substitute for groundcover or shrubs in jurisdictional areas. B20. Any fertilizers used within 100 feet of any wetland resources shall be listed by or comprised of organic ingredients consistent with the United States Department of Agriculture National Organic Program (NOP). Organic fertilizers shall be used in an appropriate manner for the conditions of the subject property, and applied in accordance to the manufacturer's specifications. B21. Pesticides, herbicides and fungicides shall be prohibited within 100 feet of any wetlands, . B22. Any disturbed slopes on site shall be revegetated with appropriately sized and spaced approved plant species* and stabilized with 100% biodegradable erosion control netting, which shall stay in place after final grading. Other disturbed areas shall be covered with four to six inches of organic topsoil which is free of weed seeds and debris, and planted with appropriately sized and spaced approved plant species*. or in accordance with the site plan "Freemans Pond Culvert Replacement Paine's Creek Road ... Town of Brewster, Massachusetts ... " All disturbed areas shall be completely revegetated during the first growing season after the permitted work is complete. *Approved plant species, size and spacing are those on the list of acceptable plantings for coastal resource areas/buffer zones of the Cape Cod Cooperative Extension (www.capecodextension.org). Turf lawn is prohibited within the 100 foot buffer zone to wetlands. B23. Disturbed areas in the dewatering filtration areas shall be restored upon completion of the project. Restoration B24. The salt marsh planting area shall be planted with Spartina alternaf/ora and Spartina patens on a 1-foot grid pattern as shown on the plan of record. B25. American Beachgrass, Ammophi/a breviligulata, shall be planted 1-foot on center in disturbed areas by northeast and southeast wingwalls as shown on the plan of record. B26. Straw netting used in restoration shall be composed of biodegradable stitching. B27. Sand used for beach nourishment shall be compatible in size, color, and texture with existing sand in the area. B28. The Conservation Commission shall require one to three full growing seasons for mitigation plantings before issuing a Certificate of Compliance. Any Certificate of Complia nce granted before plant viability shall be conditional on prior submittal of a performance bond, to be held until the Conservation Commission/Agent determines plantings are mature enough to insure survivability and full enough to protect the wetland. Town of Brewster Paine's Creek Order of Conditions SE 9-1526 D.Findings/ Special Conditions:6 Brewster Wetlands Protection By-law B29. On completion of the entire project, the applicant or representative shall submit a written request for a Certificate of Compliance on WPA Form SA - Request for Certificate of Compliance MA WP ACT. The plan of record contains the stamp of a Professional Engineer. It is further required that a written statement by a PE certifying substantial compliance with the plan and an "as-builVas constructed" plan be included. If the "as builVas constructed" plan shows any deviation from the approved plan, the PE shall describe said deviation in the statement. Without a Certificate of Compliance which has been recorded (at the Registry of Deeds or Land Court, whichever applies), an encumbrance shall remain on the property, and your filing will not be closed. Town of Brewster Paine's Creek Order of Conditions SE 9-1526 D. Findings/ Special Conditions.: 7 Brewster Wetlands Protection By-law STONY BR��k NAVD88 DATUM 100—YR FLOOD + 13' NGVD 29 ZONE A5 9 ZONE A4 AHTL MHWS MHW NAVD 88 NGVD 29 MLW MLLW +12' NGVD +6.7' —.- 0.0 �I�1• —5.6 DATUM CHART (1" = 4') SB— ZONE A5 EL v 03 EDGE OF BITUMINOUS PAVEMENT REMOVED FOR DUNE AND BEACH RESTORATION UNDER R OF CONDITIONS LE / 009-1 COASTAL BEACH LEGEND z x SILT FENCE SPLIT RAIL AND V SNOW FENCE PROPOSED CONTOUR EXISTING CONTOUR EXISTING SPOT GRADE SM-2 SM-3 Q d SALT MARSH LINE SALT MARSH COASTAL DUNE SOIL BORING LOCATION E STING 12x20' RAILROAD TIE CONCRETE PATCH COBBLE BO EXISTING 3'0 CULVERT SANDY INV. —0.9' BOTTOM (COASTAL BEACH) SITE PLAN VIEW MAP 11, LOT 6&21 GRAPHIC SCALE 10 10 1 Inch - 20 ft 40 MAP 12, LOT 76,77&91 EXISTING HOUSE so EXISTING HOUSE J NOTES: $rinl iI 1. RESULTS OF TOPOGRAPHIC SURVEY PERFORMED BY WOODS HOLE GROUP ON 03/26/09, FROM BENNETT ENGINEERING PLANS DATED 10/13/10 AND CLE ENGINEERING ON 3/17/11. 2. BENCHMARK IS PK NAIL PK13 ELEVATION +9.38' NAVD88, LOCATED AT NORTH END OF PARKING LOT APPROXIMATELY 178' FROM CENTERLINE OF CULVERT AT CENTERLINE OF PAINES CREEK ROAD. 3. PROJECT SITE IS LOCATED IN ZONE A4 EL 12' NGVD29 AND ZONE A5 EL. 13' NGVD29 AS SHOWN ON FIRM MAP 25000300049 REVISED DATE MAY 17, 1993. 4. PROPERTY LINES ARE APPROXIMATE AND WERE PROVIDED BY BENNETT ENGINEERING ON 4/1/11. 5. SOIL BORINGS PERFORMED BY DESMOND DRILLING ON 3/1/11. 6 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 2011, CLE ENGINEERING, INC. FREEMAN'S POND WETLAND RESOURCES 1" = 200' C A r C _0_ • SITE LOCUS: HARWICH QUAD SCALE: 1 "=2,083'± PROJELL FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA CLOMP TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 SITE PLAN SHEET 1 OF 4 CALE, AS NOTED CHECKED: JWO DATE 8/19/11 DRAWING DRAWN 6Y,, MEC-/VT BY: — REV. ------ -£0M" mOF 10140 100 REVISION 0/0. --DATE 12 8 4 0 -4 EDGE OF BITUMINOUS PAVEMENT REMOVED FOR DUNE AND BEACH RESTORATION UNDER ' \ . ORDER OF CONDITIONS DEP FILE # 009-1526 �o ca,o o T., OZ O2 T^ Tn LAND CONTAINING SHELLFISH EBB FLOOD INVERT = -0.9' NAVD88 0.0' N. N EXISTING 3'0 CULVERT INV. -0.9' EX. RIP RAP 0 GRAPHIC SCALE z - ' PLAN VIEW EXISTING CULVERT SCALE: 1"=8' EX. 3'0 CULVERT MLW -5.5' DUNE 3 'SM 1+ W ,y D141E 1 .. W W W W W W W W W W W * W W W W W W W W ,64 W W W W W W W W W W W W W W W W 33 • ( 81 FEET) 1 inch- 8 ft. INVERT = +1.2' EX. 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NANO SR,L.4R� 4.9.02068 wD,.,, 1VaO'x0 ,'R'P.A69P C. 5646 a^ _ 0.... aaR..9 1141.11 No �, £nn1N 8,� E �-2 Bbd Y� �.,.... 1..e.11.11.. . ..... L. Pomp:. ,0..9, 0 Pell Oaaw Baum. WANN.�,.wd.'MO C.. .eM NW 1114,11 N.,... eur,.•H6A I. " 5""N. o..vomm TFn NO PFa,11Ec 00Frmv. &009r 4 .e - a. -13 .n -16 .23 -30 as -31 -11 w9a.,., . ..... Fu,,o,6. .4 if ,A66 Pry KR,e,Oaa F,e P..,.a.e M 4.4 4,9 1 94 4 2 N661 F, "a"m.,. End n9.Waa OM.... 1 Sac. . - e 41aa 2 Wn 0-,I 04-16, 1 91 m 14-11 1-14, • 260 E-21 ta+s s 94 4 24.29 181,15 a MA sr. a. 64,661 1 SLOGS./ OE.p,r 9LOY,NF1 0ERY11' R`P"NO'45 1.0 wun.w 1.1 • M z "MLEAEKFCK SCREEN ELL H ,r>aarn WE. 0-a Y LOGE! .-W WOES 12-b 9 LC,4E 00-60 [,ESE •52 1' DBM •2 0 00F -a SOFT 4-4 Y Sara .-+5 STIFF I9-22 Y. S OF TO., 0-101. LAP. I4-4445 Sa,.00-1211 A,2 05-546 GAPE LOO TEST ROAM [some NO. 891 SOIL BORING LOGS SB-2 EXISTING 3 ' DIAM. CULVERT INV. EL +0.1 '± AT CENTERLINE OF ROAD SB-1 EXISTING ROAD ELEVATION 8'± NAVD 88 S'r 1 YHW H UU LOOSE BROWN Ym 10 COARSE SAND BENEATH 2- OF SILTY SAND FILL SABIN FILL h 2090 GRAVEL 4.0' - 0.0' LOOSE 15. OF GROWNFINE WET SAN0 ABOVE 5. LOOSE BLACK SIM' SAN0 VIM' LOOSE GRAY FINE WET SABO. TRICE SILT 1.7 _a0, MAW - LOOSE BROWN SILTY SAND S119Ww. ODOR, HARSH ORGANICS. FEW FINES WRY LOOSE BACK ORGANIC SOIL 0TTLE SILT VE MD SAND, SOME ROOTS, OGRANI2 OOOR 9,0' -&0, 11 0 MEDIUM GRAY VERY FINE S.D. SOME SILT. TR GRAVEL NON COHESIVE (PLASTIC) AND, LOOSE GREY VERY FINE SIM S SOME SLT, NON CONHESNE (PLASTIC) 13 0 18 0 MEDIUM CRAY VERY FINE SAND. SOME SILT.GRAVEL TR LOOSE OWE FINE SLIP SAND, NON 18.0 210 MEDIUM DENSE BROWN VERY FINE SAND MEDIUM DENSE BROWN VEN1' ME SAND, TR SILT ON 111 SECTION B -B" WITH SOIL LOGS SCALE: 1"=8' © COPYRIGHT 2011, CLE ENGINEERING, INC. .0' 'FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 EXISTING CONDITIONS SHEET 2 OF 4 SITE PLAN AND SECTIONS SECTION A -A' PROFILE VIEW EXISTING CONDITIONS SCALE: 1"=5' SCALE: AS NCTED I CHECKED: JWQ �M1E 8/19/11 QRAWINc DRAWN BY: NEC / Jo or: �R Z$�p 6029E 121140 100 REVISION No, .---aATE HAYBALE AND SILT FENCE LINE TEMPORARY CULVERT INV. 1.0 30 S.F. OF RIP 4P ON COA2TAL \ BEACH BYPASS CULVERT AND PROPOSED RIP RAP ARMOR BENEATH NATURAL SEDIMENT 300 S.F.TEMPORARY IMPACT TO LAND CONTAINING SHELLFISH AND FISH RUN COBBLE BOTTOM 90 S.F. OF RIP RAP ON COASTAL BEACH REUSED FROM EXISTING CULVERT ARMORING NOTE: FOR CROSS SECTION DETAILS OF A -A', C -C' AND D -D' SEE SHEET 4 4, 4, 4, 4, CULVERT 4' 3' DIAMETER TEMPORARY �Y 4, CULVERT W W TEMPORARY IMPACT TO DUNE DURING CONSTRUCTION: 555 S.F. .,, 5 PE'CTORED IN PLACE . . TEMPORARY SHEET PILE ,COFFERDAM VEGETATED COASTAL DUNE PROPOSED SALT REPLICATION AM INC PUMP 70 S OTAL MARSH CONVERTED TO WB&VAV EXISTING DUNE W y 4, W W 4' W W 4' 4, W 4' W W W W W W 4' W 4' PROPOSED CHANNEL ARMOR BENEATH NATIVE SEDIMENT 265 S.F. W AMMOPHILA BREVILIGULATA ON 1' CENTERS BETWEEN EL 5.1 AND 6.0 NAVD88 IN DISTURBED AREAS BY NORTHEAST AND SOUTHEAST WINGWALLS W '4 4, 4, '0 4, 4, 4, '6 4, 4 4, LOOSEN NATIVE SOIL TO DEPTH OF 18" MIN. REPLACE ANY FILL ENCOUNTERED WITH SANDY LOAM STRAW NETTING WITH 1310 DEGRADABLE STITCHING ON TOP OF LOAM r 2" LAYER OF I SANDY LOAM 100' 411 ERFRONT' AR 50' BUFFER Z �9 w` f'ROPO ' sle ED WORK AND STAGING WETLAND IMPACTS COASTAL RESOURCES LAND SUBJECT TO COASTAL STORM FLOWAGE: 11,200 S.F. TEMPORARY 2,090 S.F. PERMANENT COASTAL BEACH: 90 S.F. TEMPORARY COASTAL BEACH: 330 S.F. PERMANENT COASTAL DUNE: 205 S.F. PERMANENT 867 S.F. TEMPORARY (RESTORED IN PLACE) BARRIER BEACH: 535 S.F. PERMANENT 957 S.F. TEMPORARY SALT MARSH: 70 S.F. PERMANENT 291 S.F. TEMPORARY 70 S.F. TO BE PLANTED AS REPLICATION 6.4 ACRES TO RECEIVE MORE FREQUENT INUNDA110N UP TO ANNUAL HIGH WATER LINE LAND CONTAINING SHELLFISH: 300 S.F. TEMPORARY LAND UNDER FISH RUNS: 300 S.F. TEMPORARY SPARTINA ALTERNAFLORA BELOW EL. 4.5. SPARTINA PATENS BETWEEN EL. 4.5 AND 5.0. CUT MAT IN 6" CROSS AND INSERT SPARTINA PLUGS ON 1' GRID PATTERN 2" OAK STAKE 4' 0.C. TO SECURE MATTING EL 5 0 NAVD88 MHW EL. 4.5 NAVD88 EL 4.0 NAVD88 EL. 3.0 NAVD88 APPROX. CHANNEL EL. 2.0 NAVD88 CENTERLINE A EL. 1.2 NAVD (TYP) /6"-8" COBBLE Y CHANNEL SCOUR i APRON --� EL. 0 NAVD88 CHANNEL BOTTOM SECTION E — E' SALT MARSH RESTORATION PLANTING SPARTINA PATENS FROM EXISTING MARSH UP TO EL. 5.0 SCALE 1"=2' SCALE: 1"=40' INLAND RESOURCES INLAND BANK: 44 LF. TEMPORARY 22 ADDITIONAL L.F. TO BE CREATED BORDERING VEGETATED WETLANDS: 3.6 ACRES TEMPORARY (DUE TO MORE FREQUENT 11DAL INUNDATION AROUND PERIMETER OF FREEMAN'S POND OF SHRUB SWAMP & SHALLOW MARSH, MEADOW OR FEN) LAND UNDER WATER BODIES AND WATERWAYS: 480 S.F. TEMPORARY, ADDITIONAL 112 S.F. CREATED 100' RIVERFRONT AREA: 2,090 S.F. PERMANENT 1,200 S.F. TEMPORARY ©COPYRIGHT 2011, CLE ENGINEERING, INC. PRwEcT'FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 PROPOSED CONDTIONS SHEET 3 OF 4 SITE PLAN SCALE: AS NOTED DRAWN BY: MLC / Ji Bra REVISION No.. --ra4 CHECKED: MO DATE 8/19/11 DRAWL COFFERDAM MATCH EX STREAM BED ELEVATION PROPOSED COBBLE SCOUR APRON AND NATIVE SEDIMENT STREAMBED EL \ -0.9t EXISTING RIP RAP MHW FI TOP OF HEADWALL EL. 9.5 GUARDRAIL SEE DETAIL PRE -CAST OPEN BOTTOM 50' LONG X 10' WIDE CONCRETE CULVERT SECTIONS H2O LOADING TOP AT EL 7.2. FINAL DESIGN BY NATIVE SAND SUPPLIER / BACKFILL EL. 10t V V V V V V SECTION A — A' PROFILE VIEW PROPOSED CONDITIONS SCALE: 1"=8' TOP OF HEADWALL EL 9.5 \ TOP OF CULVERT EL 7.2 VEGETATED COASTAL DUNE MHWS +5.1' RIP RAP REUSED FROM EXISTING CULVERT ARMORING 20'L 12" DIAM. OAK PILES SECTION C — C' SCALE: 1"-5' TOP OF HEADWALL EL 9.5 VEGETATED ',ACTA! ❑AAM _ MHWS +5.1' T CAST IN PLACE CONCRETE FOOTINGS v )P OF CULVERT EL 7.2 \ MLW -5.5' 20' LONG 12" DIAM DRIVEN OAK PILES CONCRETE STRIP FOOTING TO SUPPORT WALLS OF OPEN BOTTOM CULVERT NATIVE MATERIAL STREAM BED EL. 0.8± PROPOSED COBBLE SCOUR APRON fCOFFERDAM EXISTING GRADE OUTSIDE COFFERDAM PROPOSED SAND BACKFILL EL 10± RIP RAP TO EDGE OF SALT MARSH RE USED FROM EXISTING CULVERT REPLACEMENT PROPOSED SCOUR APRON 6" TO 8" COBBLES PROPOSED SAND BACKFILL EL 10± PRE —CAST CONCRETE WING WALL TO BE DESIGNED BY SUPPLIER NATIVE MATERIAL STREAM BED EL 0.8± BANK PLANTED WITH SPARTINA (SEE DETAIL ON SHEET 3) NNW +4.5' BANK PLANTED WITH SPARTINA (SEE DETAIL ON SHEET 3) PROPOSED SCOUR APRON 6" TO 8" COBBLES 20'L 12" DIAM. OAK PILES CAST IN PLACE CONCRETE FOOTINGS MLW —5.5' NAVD88 0.0' #4 0.5•=-J 2" x 8" CAP (TYP.) 3.0' PROPOSED CULVERT PLAN VIEW SCALE: 1"=8' 10' LONG CULVERT SECTIONS (TYP) ' 10' 4 _�PROPO£ED RAIL GUARD 1C \ . 52.0' PROPOSED CULVERT 0 1 0 0 10.0•—E5 0 0 0 0 0 0 0 13 0' SECTION A -A; PROPOSED CULVERT POURED IN —PLACE FOUNDATION PLAN VIEW SCALE: 1"=8' 4._ A TIES 0.3" MIN. COVER SECTION B —B' SECTION C —C' CULVERT FOUNDATION DETAILS SCALE: 1 "=5' 6" x 6' POST (TYP.) BOLTED TO INSIDE FACE OF HEADWALL PROPOSED GUARD RAIL PRECAST WINGWALL TO BE DESIGNED BY 3. DETAIL VINYL MESH 4" OPENING J ml CULVERT HEADWALL 4 4 4 d .4 4 _ GUARD RAIL DETAIL SECTION SECTION C — C' SCALE: 1"=2' 7.77 D ANCHOR PPLIER APPROX. FINISH GRADE BACKFILLED SAND 6" X 6" WOOD POST „ BACKFILLED SAND COVER — CONCRETE HEADWALL CULVERT CEILING GUARD RAIL POST DETAIL SCALE: 1"=2' WELL VEGETATED AREA DISCHARGE HOSE LAMPS PUMP INTAKE HOSE PLAN VIEW DISCHARGE HOSE ,CLAMPS PUMP INTAKE HOSE ELEVATION VIEW FILTER BAG DETAIL N.T.S. BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. 36" MIN. FENCE POST (2" HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. 0.C. UNDISTURBED GROUND 20" IN. 16" FAIN. FILTER FABRIC FASTENED OVER MESH, FABRIC OPENING SIZE SUITABLE FOR VERY FINE SILT/LOAM SOILS. STAKED BALES END TO END DIRECTIONOF FLOW EMBED FABRIC AND FENCE, 8" MIN. SILT FENCE / HAYBALE DETAIL ©COPYRIGHT 2011, CLE ENGINEERING, INC. PmEcT'FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 PROPOSED SECTIONS SHEET 4 OF 4 AND DETAILS SCALE: AS NOTED CHECKED, JWO IDATE 8/19/11 DRAWI DRAWN BY:--MEC/ J1 nr: 1Rn4 �'r._rOnr 11114n 100 SECTION D — D' SCALE: 1"=5' v v REVISION No_--- - DATE Commonwealth of Massachusetts Wayne F. MacCallum, Director Division of Fisheries and Wildlife Field Headquarters, North Drive, Westborough, MA 01581 (508) 389-6300 Fax (508) 389-7891 An Agency of the Department of Fish and Game www.masswildlife.org September 28, 2011 Charles Sumner Town of Brewster 2198 Main Street Brewster MA 02631 Brewster Conservation Commission Town Office 2198 Main Street Brewster MA 02631 RE: Applicant: Charles Sumner Project Location: Paines Creek Road, Freeman's Pond Project Description: Tidal Flow and Salt Marsh Restoration DEP Wetlands File No.: 009-1534 NHESP Tracking No.: 10-28997 Dear Commissioners & Applicant: The applicant listed above has submitted a Notice of Intent with site plans (dated 08/19/2011) to the Natural Heritage & Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries & Wildlife, in compliance with the rare wildlife species section of the Massachusetts Wetlands Protection Act Regulations (310 CMR 10.37). Based on a review of the information that was provided and the information that is currently contained in our database, the NHESP has determined that this project, as currently proposed, will not adversely affect the actual Resource Area Habitat of state-protected rare wildlife species. Therefore, it is our opinion that this project meets the state-listed species performance standard for the issuance of an Order of Conditions. MA WETLANDS PROTECTION ACT (WPA) Please note that this determination addresses only the matter of rare wildlife habitat and does not pertain to other wildlife habitat issues that may be pertinent to the proposed project. Based on a review of the information that was provided, the NHESP has determined that this project, as currently proposed, appears to be exempt from MESA review pursuant to 321 CMR 10.14 which states: “[t]he following Projects and Activities shall be exempt from the requirements of 321 CMR 10.18 through 10.23…” MA ENDANGERED SPECIES ACT (MESA) 15. the active management of State-listed Species habitat, including but not limited to mowing, cutting, burning, or pruning of vegetation, or removing exotic or invasive species, for the purpose of maintaining or enhancing the habitat for the NHESP No. 10-28997, page 2 of 2 benefit of rare species, provided that the management is carried out in accordance with a habitat management plan approved in writing by the Division and; Any changes to the proposed project or any additional work beyond that provided may require a filing with the NHESP pursuant to the MESA regulations. Please note that this determination addresses only the matter of state-listed species and their habitats. If you have any questions about this letter, please contact Amy Coman-Hoenig, Endangered Species Review Assistant, at (508) 389-6364. Sincerely, Thomas W. French, Ph.D. Assistant Director cc: MA DEP Southeast Region Jeffrey Oakes, CLE Engineering, Inc. DEVAL L. PATRICK Governor Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection Southeast Regional Office • 20 Riverside Drive, Lakeville MA 02347.508-246-2700 TIMOTHY P. MURRAY Lis±ut7nant Governor Town of Brewster c/o CLE Engineering, Inc. 15 Creek Road Marion, MA 02738 RICHARD K. SULLIVAN JF1, Socratery KENNETH L. KIMMELL Corm iiscianer RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE r r ',.10 3 Waterways License Application No. W11-3421, License No. DRAFT Town of Brewster, Stony BrooklFreemans Pond Channel, off Paines Creek Rd., Brewster Dear Sir or Madam: Following an in-depth review of the referenced file, the Department of Environmental Protection has approved the enclosed license authorizing you to perform certain activities pursuant to M.G.L. Chapter 91 and regulations 310 CMR 9.00. It is the Department's opinion that, as conditioned herein, the authorized structures and uses adequately protect the public rights in trustlands. This license must be recorded at the referenced Registry of deeds within 60 days from the date of issuance or it will be rendered VOID. To document this recording, please complete and submit the enclosed Notification Form to the Department prior to commencing with any work or change in use authorized herein. Please note that any unauthorized substantial change in use or substantial structural alteration of any structures or fill authorized by this license shall render it void. Therefore, it is recommended that you contact the Department prior to performing any alterations or use modifications for review and, if necessary, approval pursuant to MGL c. 91. Also, upon completion of the licensed project, you are required to submit a written request to the Department for a Certificate of Compliance in accordance with 310 CMR 9.19 This information is available in alternate format. Cali Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TDD# 1-866-539-7622 or 1-617-574.6868 MassDEP Website: www.mass.govldep Printed on Recycled Paper ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE Waterways License Application No. WI1-3421, License No. DRAFT Town of Brewster, Stony Brook/Freemans Pond Channel, off Paines Creek Rd., Brewster Page 2 If you have any questions concerning this license, please contact Lisa Ramos at (508) 946-2748. Very truly yours, sc 2 /.4,Elizabeth A. Kouloheras, Chief Wetlands and Waterways Program Enclo sure cc: w/enc. Ben Lynch, Section Chief, DEP, Boston Office of Coastal Zone Management Town of Brewster, Attn: Charles Sumner, Town Administrator Lisa Ramos Department of Environmental Protection Waterways Regulation Program 20 Riverside Drive Lakeville, MA 02347 RE: Waterways Application No. W11-3421, License No. 13401, Transmittal #X239157 Stony Brook/Freemans Pond Channel, Brewster, Barnstable County Dear Ms. Ramos: This is to notify you that the above referenced Waterways license was recorded with the appropriate Registry of Deeds / Land Court for this project location and to provide your office with the following recordation information. Date of Recordation: County Registry of Deeds: Book number and page number(s) Land Court: Land Court Lot # Plan # Certificate Document Number We will notify your office in writing of the date the authorized work or change in use is completed. Sincerely, , Chapter 91 Waterways Licensee LICENSE VOID IF NOT RECORDED WITHIN 60 DAYS OF ISSUANCE B k 272/ P303 --t-20330 C14 -O5- ! 13 a 11:16a J fie Al aaoachu etts No. 13401 Whereas, Town of Brewster of -- Brewster -- in the County of -- Barnstable -- and Commonwealth aforesaid, has applied to the Department of Environmental Protection for license to -- construct and maintain a concrete box culvert with associated wingwalls, stone rip rap and dredging and to install a temporary bypass culvert and cofferdam -- and has submitted plans of the same; and whereas due notice of said application, a„i' of the ti e and place fixed for a hearing thereon, has been given, as required by law, to the -- Board of N Selectmen -- of the -- Town of Brewster. -- 0 4.1 Cb NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application, hereby, subject to the approval of the Governor, authorizes and licenses the said -- Town of Brewster --, subject to the provisions of the ninety-first chapter of the General Laws, and 0 of all laws which are or may be in force applicable thereto, to -- construct and maintain a concrete lam. box culvert with associated wingwalls, stone rip rap and dredging and to install a temporary bypass culvert and cofferdam -- 4- in and over the waters of -- Stony Brook/Freemans Pond Channel -- at -- Paines Creek Road -- in the -- Town of Brewster -- and in accordance with the locations shown and details indicated on the accompanying DEP License Plan No. 13401 (5 sheets). License No. 13401 Page 2 The structures and fill hereby authorized shall be limited to the following use(s): to increase tidal flow for the purpose of salt marsh restoration and ecological enhancement. This license is issued for an unlimited term in accordance with 310 CMR 9.15(1)(c). Special Waterways Conditions: In accordance with any license condition, easement, or other public right of lateral passage that exists in the area of the subject property lying between the high and low water marks, the Licensee shall allow the public in the exercise of such rights to pass freely around all structures within such intertidal area. Nothing in this condition shall be construed as preventing the Licensee from excluding the public from portions of said structure(s) or property not intended for lateral passage. All dredged/excavated material, not used to re -grade or backfill around the culvert, shall be dewatered on -site and then transported to an approved upland location for beneficial reuse or disposal in accordance with all local, State and Federal laws and regulations. All construction refuse shall be removed from the site and disposed of in accordance with all local, State and Federal laws and regulations. In order to protect the passage of anadromous fisheries in Stony Brook, no work shall be performed from April 1st through June 30`h of any year. No time of year (TOY) restriction is required for anadromous fisheries provided that the Licensee complies with the "Cofferdam Removal and Sequencing Plan -Revised 11/21/12", Freemans Pond Restoration Project, Brewster, MA. All work authorized herein shall be completed within five (5) years of the date of license issuance. Said construction period may be extended by the Department for one or more one year periods without public notice, provided that the Applicant submits to the Department, thirty (30) days prior to the expiration of said construction period, a written request to extend the period and provides an adequate justification for said extension. Within sixty (60) days of completion of the licensed project, the Licensee shall request, in writing, that the Department issue a Certificate of Compliance in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a registered professional engineer licensed in the Commonwealth that the project was completed in accordance with the License. Please see page 3 for additional conditions to this license. Duplicate of said plan, number 13401 is on file in the office of said Department, and original of said plan accompanies this License, and is to be referred to as a part hereof. License No. 13401 Page 3 STANDARD WATERWAYS LICENSE CONDITIONS 1. Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all terms and conditions stated herein. 2. This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3. Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4. This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This license may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them 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 License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee, its successors and assigns as an unauthorized and unlawful structure and/or fill. 5. The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6. Nothing in this Waterways License shall be construed as authorizing encroachment in, on or over property not owned or controlled by the Licensee, except with the written consent of the owner or owners thereof. 7. This Waterways License is granted subject to all applicable Federal, State, County, and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act, G.L. Chapter 131, s.40. 8. This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP, Division of Water Pollution Control. 9. This License authorizes structure(s) and/or fill on: Private Tidelands. In accordance with the public easement that exists by law on private tidelands, the licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks, for the purposes of fishing, fowling, navigation, and the natural derivatives thereof. X Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely, for any lawful purpose, upon lands lying seaward of the low water mark. Said lands are held in trust by the Commonwealth for the benefit of the public. a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose. Navigable River and Streams. The Licensee shall not restrict the public's right to use and to pass freely, for any lawful purpose, in the waterway. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this license. 10. Unless otherwise expressly provided by this license, the licensee shall not limit the hours manner that would impede or discourage the free flow of pedestrian movement thereon.of availability of any areas of the subject property designated for public passage, nor place any gates, fences, or other structures on such areas in a License No. 13401 Page 4 The amount of tide -water displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said -- Town of Brewster -- by paying into the Treasury of the Commonwealth -- zero dollars and zero cents ($0.00) -- for each cubic yard so displaced, being the amount hereby assessed by said Department. Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within 60 days from the date hereof, in the Registry of Deeds for the County of Barnstable. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this 27th day of February in the year two thousand thirteen A,. Program Chief Commissioner Q144,azze, Department of Environmental Protection THE COMMONWEALTH OF MASSACHUSETTS This license is approved in consideration of the payment into the treasury of the Commonwealth by the said -- Town of Brewster -- of the further sum of -- zero dollars and zero cents ($0.00) -- the amount determined by the Governor as a just and equitable charge for rights and privileges hereby granted in the land of the Commonwealth. Approved by the Governor. Governor - 1 .. N y� \ ,,� RIP RAP CHANNEL ARMOR ' ''' '-7' --. RIP RAP ARMOR BENEATH- NATURAL SEDIMENT OPEN BOTTOM BOX CULVERT 71 50' LONG X 10' INSIDE WIDTH o 90 S.F. OF RIP RAP ON COASTAL BEACH REUSED FROM EXISTING CULVERT ARMORING J R SITE PLAN --; -- SCALE: 1 = 40' • LOCUS MAP SCALE: 1 "=2,083'± CHANNEL ::RIP -RAP ARMOR BENEATH NATIVE SEDIMENT -:265 S.F. SEE GENERAL NOTES: SHEET 3 OF 5 PLAN ACCOMPANYING PETITION OF: TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 I-0 LICENSE THE PROPOSED :ULVERT GRAPHIC SCALE o so a PAGE 1 OF 5 DATE 09/14/12 LICENSE PLANNNOE 13 4 Q 1 proved by Department of Envirormiental PPatedivn �;f assachuse 1FB a 7 2013 N \ • PRECAST WINGWALL \ AND ANCHOR EXISTING RIP RAP TO BE RELOCATED AT END OF WING WALLS --- • .3' DIAMETER ' TEMPORARY BYPASS CULVERT INV. 1.0 EDGE OF SANE} BACKFILL EL 9± TEMPORARY SHEET PILE C01-FLRDAM PLAN ACCOMPANYING PETITION OF: TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 TO LICENSE THE PROPOSED CULVERT GRAPHIC SCALE �o 20 CULVERT DETAIL SCALE: 1" -- 0' 3' DIAMETER TE BYPASS CULVERT_ INV. 1.2 - vivAv4 +4.5 OPEN BOTTOM BOX -CULVERT 50' LONG X 1-0' INSIDE WIDTH SEE GENERAL NOTES: S!-tEET 3 OF 5 PAGE 2 OF 5 DATE 09114/12 LICENSE PLAN NO. 13'f el Approved by Department of Environmental Protection Date: IN STONY BROOK, BREWSTER, Mfr. BARNSTABLE COUNTY, MA a3SOdald 3H1 W N O C M( �GOZZ 17 p my.110 ZW0 f; oFri (J))DZ� 4 18?)-Inz (. O r) --4 0 z 0 37VOS QIHddd, 3 -v r() FoTom' m O r r j c SD CD `, rri 2 71/171/50 31V0 g do £ 3011d EX. 12"x20' RAILROAD TIE CONCRETE -PATCH ROAD -EL. �X. RIP -RAP _M .1-01,( .5:- +5. 7.-r4( _. MHW +4 5 u _NAVD88. INVERT = -0 i9' 20 EX, 3'0 CULVERT 0 PROFILE VIEW EXJST'INC CONDITIONS SECTION A —A' SCALE: 1" = 10' NOTES: 1. RESULTS OF TOPOGRAPHIC SURVEY PERFORMED BY WOODS HOLE GROUP ON 03/26/09, FROM BENNETT ENGINEERING PLANS DATED 10/13/10 AND CLE ENGINEERING; ON 3/17/11. 2. BENCHMARK !S PK NAIL PK1,3 ELEVATION +9.38' NAVD88, LOCATED AT NORTH END OF PARKING LOT APPROXIMATELY 178' FROM CENTERLINE OF CULVERT AT CENTERLINE OF PAINES CREEK ROAD. 3. PROJECT SITE IS LOCATED IN ZONE A4 EL . 12' NGVD29 AND ZONE A5 EL. 13' NGVD29 AS SHOWN ON FIRM MAP 25000300040 REVISED DATE MAY 17, 1993. 4. PROPERTY LINES ARE APPROXIMATE AND WERE PROVIDED BY DENNETT ENGINEERING ON 4/1/11. 5. SOIL BORINGS PERFORMED BY DESMOND DRILLING ON 3/1/11. a POSSESSION AND USE OF THE MATERIAL CONTAINED QN 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. C°COPYRIGHT 2012, CLE ENGINEERING, INC. b``,L/1 VEGETATED_CO AL DUNE INVERT = EX. GRE DE 60 80 43S0d02id 37VOS 01HdV80 TOP OF HEADWALL EL. 9.5 EL. 6. 0 MHW EL. GUARDRAIL SEE DETAIL PRE -CAST OPEN BOTTOM 50' LONG X 10' WIDE CONCRETE CULVERT SECTIONS H2O LOADING TOP AT EL 7.2. NATIVE SAND BACKFILL EL. 10f - CONCRETE STRIP FOOTING TO SUPPORT WALLS OF OPEN BOTTOM CULVERT 4..5 A PROPOSED COBBLE SCOUR APRON AND NATIVE SEDIMENT STREAMBED EL -0.9± MATCH EX STREAM 1 BED ELEVATION V V 20' LONG 12 ' DIAM DRIVEN OAK PILES P ROPOSE D CONDITIONS SECTION A -A' SCALE: I" = 10' NATIVE MATERIAL STREAM BED EL. 0.8± PROPOSED COBBLE SCOUR APRON TEMPORARY COFFERDAM EXISTING GRADE OUTSIDE COFFERDAM SEE GENERAL NOTES: SHEET 3 OF 5 TOP OF HEADWALL EL 9.5 TOP nF CULVERT EL 7.2 VEGETATED COASTAL DUNE MHW -1 EXISTING-- �. RIP RAP Th RIP RAP REUSED FROM EXISTING CULVERT ARMORING 20'L 14" DIAM. OAK BATTER PILES PROPOSED CULVERT @ 5:1 SECTION C —C' SCALE: I" = 8' CAST IN PLACE CONCRETE FOOTING (SEE DETAILS) PROPOSED SAND BACKFILL EL. TOP OF HEADWALL EL 9.5 TOP OF CULVERT Et 7.2 MHWS +5.1' BANK PLANTED WITH SPARTINA (SEE DETAIL ON SHEET 3) '.0'L 14" DIAM. OAK BATTER PILES CO 5:1 PROPOSED CULVERT SECTION D —D' SCALE: I" = 8' DLAN ACCOMPANYING PETITION TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 O LICENSE THE PROPOSED :ULVERT OF. AST 1N PLACE CONCRETE FOOTING (SEE DETAILS) GRAPHIC SCALE 0 4 8 NA-TTVE MATERIAL STREAAL BED EL. —0.9± HW MLW —5.5' RIP RAP TO EDGE OF SALT MARSH RE USED FROM EXISTING CULVERT REPLACEMENT PROPOSED SCOUR APRON 6" TO 8" COBBLES 10± ,r PRE —CAST CONCRETE WING WALL NATIVE MATERIAL STREAM BED EL 0.8± —k#frIW- +4.5' NAVD88 0.0' MLW —5.5' BANK PLANTED WITH SPARTINA (S , AiI ON SHE `'» .` ' JEFtREYw. \ PROPOSED SCOUR ', APRON 6" TO 8 is No 35S74 COBBLES SEE GENERAL NOTES: SHEET 3 OF 5 PAGE 5 OF 5 DATE 09/14/12 LICENSE PLAN NO. 13go I Approved by Department of Environmental Protection Date: N STONY BROOK, BREWSTER, MA 3ARNSTABLE COUNTY, MA BARNSTABLE REGIS OF DEEDS \/14J di12-1 Lisa Ramos Department of Environmental Protection Waterways Regulation Program 20 Riverside Drive Lakeville, MA 02347 RE: Waterways Application No. W11-3421, License No. 13401, Transmittal #X239157 Stony Brook/Freemans Pond Channel, Brewster, Barnstable County Dear Ms. Ramos: This is to notify you that the above referenced Waterways license was recorded with the appropriate Registry of Deeds / Land Court for this project location and to provide your office with the following recordation information. Date of Recordation: County Registry of Deeds: Book number and page number(s) Land Court: Land Court Lot # Plan # Certificate Document Number Bi-, .47267 F' 3133 20330 04-05-2013 & 11 =16a We will notify your office in writing of the date the authorized work or change in use is completed. Sincerely, , Chapter 91 Waterways Licensee LICENSE VOID IF NOT RECORDED WITHIN 60 DAYS OF ISSUANCE DEVAL L PATRICK Governor 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 TIMOTHY R MURRAY Lieutenant Governor FEB 032012 Charles Sumner, Town Administrator Town of Brewster 2198 Main Street Brewster, Massachusetts 02631 Re: 401 WATER QUALITY CERTIFICATION Application for BRP WW 10, Major Project Certification At: Freemans Pond Channel (north end of Paines Creek Road) 401 WQC Transmittal N2: X239158 Wetlands File N2: SE 9-1534 Dear Mr. Sumner: RICHARD K. SULLIVAN JR. Secretary KENNETH L. KIMMELL Commicoioner 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 Cape Cod Bay 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." The project proposes to replace an existing 3 -foot diameter metal culvert with a 10 -foot wide by 6 -foot high open -bottom concrete box culvert. The proposed culvert will be 11 feet shorter than the existing culvert and the existing road over the culvert will be abandoned and replaced with a sand cover and pedestrian foot path. The sand cover will ultimately form a coastal dune which will be contiguous with adjacent coastal dunes. This information is available in alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TDD# 1-866-539-7622 or 1-617-574-6868 MassDEP Website: www.mass.govldep Printed on Recycled Paper 401 Water Quality Certification, Transmittal N2: X239158 Page 2 of 6 The proposed culvert work will be contained within an 11,200 square foot steel sheetpile cofferdam. A 3 -foot diameter temporary bypass culvert will be emplaced adjacent to the work area to convey now during construction. The proposed work will permanently impact approximately 70 square feet of salt marsh and will temporarily impact approximately 291 square feet of salt marsh. The applicant has proposed to replicate 70 square feet of salt marsh. The ultimate restoration of tidal flow will enhance the salt marshes functions and water quality within the 5 acre salt pond (Freemans Pond) and associated 15 acre coastal wetland system. In order to eliminate the need for a time of year. (TOY) restriction to protect anadromous fisheries in Stony Brook, the applicant has submitted a supplemental plan entitled: "Cofferdam Removal and Sequencing Plan". This plan is designed to allow the removal of the cofferdam during the river herring migration period (April 1st through June 30th) in a manner which avoids the release of sediment and a subsequent increase in turbidity of the water in Stony Brook. Specifically, the plan includes the removal of the sheetpiles on the Stony Brook side of the culvert at or near low tide and the use of a silt curtain to contain any sediment disturbed during removal of the sheetpile. The 401 WQC application public notice was published in the Cape Cod Times on September 10, 2011, and the Department received no comment during the 21 -day public comment period, which ended on October 1, 2011. 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 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. All waters including wetlands are protected by anti -degradation provisions of the Massachusetts Surface Water Quality Standards. The Contractor shall take all steps necessary to assure that the proposed activities will be conducted in a manner that will avoid violations of said standards. 2. Prior to construction, 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. 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. 4. The proposed work shall conform to the plans entitled "Freemans Pond Culvert Replacement, Paines Creek Road, Brewster, Massachusetts" (4 Sheets), prepared by CLE 401 Water Quality Certification, Transmittal X2: X239158 Page 3 of 6 Engineering, Inc., signed and stamped by Jeffrey W. Oakes, P.E., and dated August 19, 2011. Sheet 4 of 4 (Proposed Section and Details) has been revised through September 23, 2011. 5. In order to protect the passage of anadromous fisheries in Stony Brook, no work shall be conducted from April 1st through June 30th of any year. No time of year (TOY) restriction is required for anadromous fisheries if the applicant complies with the "Cofferdam Removal and Sequencing Plan", prepared by Jeremy Bell of MA Division of Ecological Restoration and Martha Rheinhardt of the Cape Cod Conservation District, with assistance from the Town of Brewster, NOAA Restoration Center, The Association to Preserve Cape Cod, and the Massachusetts Bays Program, and dated September 28, 2011. 6. Prior to the commencement of work, erosion control barriers and measures shall be installed in accordance with the referenced plans. The erosion control barriers and measures shall be inspected and maintained throughout the project. 7. Use of heavy equipment shall be confined to the existing roadway and shoulders. No heavy construction equipment is permitted within the salt marsh. 8. As proposed, a temporary 3 -foot diameter temporary by-pass culvert shall be installed on the north side of the cofferdam as shown on the referenced plans. The temporary culvert shall maintain tidal exchange between Stony Brook and Freemans Pond during the construction period until the permanent culvert is on-line. 9. As proposed, a cofferdam system shall be installed as shown on the referenced plans. The excavated sediment from within the cofferdam shall be temporarily stored within a hay bale or siltation fence barrier installed in the material stockpile area southeast of the culvert on the Town -owned parcel of land. 10. As proposed, the area within the cofferdam shall be dewatered with the water directed through a filter bag as depicted on the referenced plans. Dewatering shall be strictly monitored to prevent excess siltation from impacting wetland areas. 11. Following culvert installation, indigenous salt marsh vegetation and other indigenous vegetation shall be planted as depicted on the referenced plans. 12. All excavated sediment, not used to re -grade or backfill, shall be disposed of in accordance with all local, State, and Federal laws and regulations. It is prohibited to place excess fill within an area subject to the Wetlands Protection Act without first obtaining an Order of Conditions. 13. All work shall be conducted in such a manner to prevent sediment from impacting wetland areas and waterways. 14. All other disturbed areas shall be loamed and seeded or planted with suitable vegetation as soon as practicable. 15. All construction refuse shall be removed from the site and disposed of in accordance with all local, State, and Federal laws and regulations. 401 Water Quality Certification, Transmittal N2: X239158 Page 4 of 6 16. Prior to the commencement of work, a Chapter 91 license shall be obtained from 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 supplemental documents will require further notification to the Department. Notice of Appeal Rights: A) Appeal Rights and Time Limits 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, 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, 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): 401 Water Quality Certification, Transmittal N2: X239158 Page 5 of 6 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. 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, Transmittal NN: X239158 Page 6 of 6 If you have questions on this decision, please contact Jim Mahala at 508-946-2806. Sincerely, Elizabeth A. Kouloheras Bureau of Resource Protection enclosure: Departmental Action Fee Transmittal Form cc: Karen Adams U.S. Army Corps of Engineers Regulatory/Enforcement Division 696 Virginia Road Concord, MA 01742-2751 Robert Boeri Massachusetts Coastal Zone Management 251 Causeway Street, Suite 800 Boston, MA 02114 Eileen Feeney Massachusetts Division of Marine Fisheries 1213 Purchase St., 3rd floor New Bedford, MA 02740-6694 David Hill, DEP SERO Brewster Conservation Commission Jeffrey W. Oakes, P.E. CLE Engineering, Inc. 15 Creek Road Marion, MA 02738 DEPARTMENT OF THE ARMY NEW ENGLAND DISTRICT, CORPS OF ENGINEERS 696 VIRGINIA ROAD CONCORD, MASSACHUSETTS 01742-2751 REPLY TO ATTENTION OF Regulatory Division CENAE-R-2011-1697 Charles Sumner Town of Brewster 2198 Main Street (Route 6A) Brewster, Massachusetts 02631 Dear Mr. Sumner: October 5, 2011 We have reviewed your application to place fill material within an area of 480 square feet below the ordinary high water line of Freemans Pond Creek & Paines Creek and within 361 square feet of bordering salt marsh in conjunction with the replacement of an undersized damaged 3 foot diameter culvert with a 10 foot wide by 6 foot high concrete box culvert under Paines Creek Road in Brewster, Massachusetts. A temporary sheet pile cofferdam will be installed to allow for work to occur in relatively dry conditions and will result in dewatering an area of approximately 11,200 square feet. The discharge from the cofferdam dewatering area will be pumped through a filter bag and will then flow back into the waterway. A temporary bypass culvert will be installed to maintain tidal flow to Freemans Pond during construction. Approximately 3.6 acres of salt marsh and 6.4 acres of freshwater wetland of the 21.3 acre wetland adjacent to Freemans Pond is expected to experience more frequent inundation as a result of the increased culvert capacity. The work is shown on the attached plans entitled "Freemans Pond Culvert Replacement, Paines Creek Road Brewster, MA" on 4 sheets dated 8/19/11 with sheet 4 revised 9/23/11. 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 condition. Work within the waterway as authorized by this permit shall not occur from April 1st through June 30th of any year in order to protect the habitat for river herring within Stony Brook unless the attached cofferdam removal plan entitled "Cofferdam Removal and Sequencing Plan for Freemans Pond Restoration Project, Brewster, Massachusetts" on two pages dated October 5, 2011 is fully implemented by the permittee. The Corps of Engineers has consulted with the National Marine Fisheries Service (NMFS) regarding the effects of your project on Essential Fish Habitat (EFH) as designated under the Magnuson -Stevens Fishery Conservation and Management Act. The NMFS provided EFH conservation recommendations, which we included in the special condition listed above. This condition is intended to minimize turbidity within essential fish habitat for river herring. 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 5, 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 DEP 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. 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 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 and any required mitigation (but not mitigation monitoring, which requires separate submittals). 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 condition(s) 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 Ted Lento, Regulatory Branch Project Manager, at 978-318-8863 if you have any questions. Attachments Copies Furnished: Sincerely, e;;/~ ;(ar: Kirk Adams Chief, Permits & Enforcement Branch Regulatory Division Ed Reiner, U.S. EPA, Region 1, Boston, Massachusetts, reiner.ed@epa.gov Christopher Boelke, National Marine Fisheries Service, Gloucester, Massachusetts, christopher. boelke@noaa.gov Elizabeth F. Kouloheras, DEP SERO, Wetlands and Waterways, Lakeville, Massachusetts, c/o lisa.ramos@state.ma.us Robert Boeri, Coastal Zone Management, Boston, Massachusetts, Robert.Boeri@state.ma.us Jeffrey W. Oakes, P.E., Senior Project Manager, CLE Engineering, Inc., 15 Creek Road, Marion, Massachusetts 02738 October 5, 2011 Cofferdam Removal and Sequencing Plan for Freemans Pond Restoration Project, Brewster, Massachusetts A Time of Year Restriction (TOY) shall occur for work authorized by this permit from Aprill through June 30 for in stream work to protect the habitat for river herring within Stony Brook unless the following cofferdam removal plan to minimize turbidity is fully implemented by the permittee. 1. The coffer dam shall be installed prior to April 1, 2012 to avoid soil disturbance during the river herring migration in Stony Brook. 2. The coffer dam may be removed during the TOY as long as the following conditions are met: the sheet piles on the Stony Brook side of the culvert shall be removed within one hour of the project low tide as directed by the Project Engineer on site. The low tide will be determined by consulting both the Wellfleet and Sesuit Harbor projected low tides, as well as site conditions. 3. The bypass culvert may also be removed during the TOY at low tide using the same timing as above. 4. In both cases, a silt curtain spanning the channel just seaward of the cofferdam shall be used to contain any sediment disturbed when the sheetpile is removed. 5. The silt curtain shall be removed when after the low tide turns, as tide begins to flow upstream to prevent a blowout of the silt curtain as the water levels increase. This work will be observed by both the Brewster Conservation Agent, as well as the fish biologist from the Cape Cod Conservation District. The two will determine when sediment levels have returned to normal conditions for silt curtain removal. At this point, any sediment still suspended would be transported upstream in to Freemans Pond channel due to the force of the tides. 6. The construction oversight engineer shall be on site at all times during sheetpile and bypass culvert removal to inspect the contractor's work and ensure proper implementation of this methodology. The rationale for this method is as follows: Low tide is the time when there is comparatively little water in the Freemans Pond channel, and since high flows are most likely to transport any sediment released by removing the sheetpiles, this method reduces the amount of sediment that would be transported. Removal of the sheet pile at low tide would allow the initial suspended sediment release to move landward towards Freemans Pond and away from Stony Brook due to the incoming tide, giving suspended sediments a full tidal cycle to drop out of the water column before the tide turns and flows back into Stony Brook. Incorporating a bypass culvert into the project construction ensures that there is no build up of water on the upstream side, which when released would move a great deal of sediment. The Page 1 of2 October 5, 2011 bypass culvert further reduces sediment transport by allowing improved drainage and therefore slowing flow velocities. The silt curtain provides insurance that any minor sediment release is completely contained and drops out of the water column prior to filtering slowly into the Stony Brook channel. Plan developed by: MA Division of Ecological Restoration and Cape Cod Conservation District with assistance from the Town of Brewster, NOAA Restoration Center, The Association to Preserve Cape Cod, and The Massachusetts Bays Program. Page 2 of2 NAVD88 DATUM LEGEND ._.---w SILT FENCE SPLIT RAIL AND e v • • SNOW FENCE --®- PROPOSED CONTOUR SM-2 4 0OSTING CONTOUR roil EXISTING SPOT GRAD SM-3 4 SALT MARSH UNE y . SALT MARSH RITE PLAN VIEW 45. 41. M821 GRAPHIC SCALE 1201.2 2. i NOTES 1. RESULTS OF TOPOGRAPHIC SURVEY PERFORMED BY TWOS HOLE GROUP ON 03/28/00. FROM BENNETT ENCMEERWO PLANS DATED 1 10/13/10 AND CLE EN0NEERWG ON 3/17/11. 2 BENCHMARK IS PK NAIL PK13 ELEVATION *038'NA1084 LOCATED AT NORM DA OF PARKING LOT APPRODMAIELY 178' FROM CEN7ERUE OF CULVERT AT CENTER444E OF MRCS CREEK ROAD. a PROJECT SHE 15 LOCATED M ZONE 34 EL 1Y' NGV029 AND ZONE A5 EL 13' NG.029 AS SHOWN ON RRM IMP 25400J0004* REVISED DATE LMT 17, 1991 4. PRCPFMY UAES ARE APPROXIMATE AND WERE PROVIDED SC BERATE ENGIAEEROG ON 4/1/11. 5. SOIL BOF8IOS PERFORMED BY DESAOND DRKLNG ON 3/1/11. 4 POSSESSION, AND USE OF TIE MA7EIBAL CCNI3NED ON THESE DRAWINGS IS GRANTED OILY W COMECTCN /418 175 USE AS IT R7AIE5 TO THE RILED PROJECT, ANY OTfR 054 REPRODUCTION OR DISCLOSURE OF TE INFORMATION CONTAINED HEREON IS Y PRO`N91ED M1HOOT THE WRITTEN CONSENT Cr CLE ENONEFRW0 MC ©C PIRIGH8 5011, CIE ENGeEERNG INC 174 v. - d FREEMAN'S POND WRTLANI) RRSOURCRS = 200' SITE LOCUS: HARWICH QUAD SCALE: 1".2,083'i P°°''FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA mm"` TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02831 cle CLE ENGINEERING, INC. 13 Creek Rood /mioo, 1141 02739 (308) 748-0937 SITE PLAN SHEET 1 OF 4 • REVsnx � omE ICnmUrt POET nom 12 0 PLAN VIEW EXISTING CULVERT SCALE 1 -8 72 i 0c 1EYA' RO.WN 7t PAM MYB Fl MAYS+5 +4.5' MOT --aY 041088 0.0' • 0. YF CIUEIT a 07.0 _55.5' 0 20 40 60 80 SECTION A -A' PROFILE VIEW EXISTING CONDITIONS 90 8 0 -4 ASPHALT I' SOIL BORING LOGS SS -2 COSTING 3 ' DIAN. M.14R1 WV. C. ♦51'3 AT CCITWWE OF 8040 mad EXIST!. ROAD 1 5EYA11i 8't NAM 88 saws SECTION B 7Bfl ]TH SOIL LOGS ar COP71Glr 21, 0.E 970(0W4 me `TFREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA °mG` TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 cle CLE ENGINEERING, INC. 75 (reek Food Marion, MA 02738 (508) 718-0937 EXISTING CONDITIONS SHEET 2 OF 4 SITE PLAN AND SECTIONS AS NWN u 40 PM (/14/11 LVOleNn p,r.2 owe ow MOM an sec /4 re M C441,2oE 701..1[0 1X1092 A'D MI FENCE LIE BWASS 904897 NO FlLP65ED RP RN ARMOR MOM MUM SMOG 300 SF.7ENFOURf MPICE TO 540 CONOFMB MAVEN AND FEN MM COWL 907100 90 SE OF RP WP 011 =SUL BEM 9E75E2 MRON 9091X0 590110 MARIA NOTE: FOR CROSS SECTION DETMLS OF A —A', C —C' AND DAY SEE SHEET 4 75159 BM FOR COFFERDENTONG DW „5 5/. 25 5 w � W w d 7001 eh.R66 c ' PLAN"V1F.W4'PROyOSED CULVERT "1";5 W 150 W •A rk u�v, •IF W w •sew w� W W N• W W W • W W N, E W W w v i W W W w W 4 W AI0OPWA BRfl JCINAM ON 1' CEINETS BETWEEN EE At AID 5.0 9515069 94 06TLMBED ARMS BY 8000855574400898559 1184OWAS LOOSEN NAME SOIL TO DEEM OF 16' MIN. REPLACE ANY FRL ENCOUNTERED 91121 SANDY LOW STRAW NETTING W0H BIO DEGRADABLE 5711M1140 ON TOP OF LOAM 2' LAYER OF SNOT LOW COASTAL AMX+ WETLAND IMPACTS COASTAL RESOURCES LAND SUBJECT TO COASTAL 57004 1507940E 71200 SF. TEMPORARY 2,090 SP. PERMANENT COASTAL 990400 90 S.F. TEMPORARY COASTAL BEAM 330 SF. PEO0WENT COASTAL RUNE 205 5.5. REMANENT 867 55 TEMPORAL"' (RESTORED 84 PUCE) BARRIER BEAC75 535 SF. REMANENT 957 5.F. TEMPORARY 54.T MARS* 70 SF. *EIOM4007 291 5.5. TEMPORARY 70 5F. TO BE RUINED AS REPLI54RCN 8.4 ACRES TO RECENE MORE FREQUENT INUNDATION UP TO ANNUAL NM WATER 591E 5450 CONTNNND 5M:LLFlS* 300 5.F• TEMPORARY IMO UNDER FOX RUM 300 SF. TEMPORARY SPARTIA ALTENNA LORA BELOW EL 4.2. SPARDA PATENS BETWEEN EL 4.5AN05.0.CUT ATM5- CRO55 AND 4N5ERT 51301641 PLODS 0747' GRO PATTERN P OAK STAKE 4' 0.O TO SECURE MATING EL 00 AYD89 MINIM 4.5401088 — EL 40 409058 EL 3.0 405098 APPR02 21. 20 40506E CANNEL BOTTOM 1.2 NAM ) SECTION E — E' SALT MARSH RESTORATION PLANTINQ SPARTINA PATENS FROM EXISTING MARS» UP TO EL. 5.0 SCOUR omoi81: 9551/7 1.r. A aw N. wrz INLAND RESOURCES MUM MAO 44 LF. TEMPORARY 22 4400010554 LF. TO 6E CREATED aoRDERwa 2E0MM WETLANDS: 3.5 ACRES TEMPORARY OWE TO MORE FREQUENT 0531. 84011547154 AROUND PERIMETER OF FAMINES 1050 OF SHRUB 57944 d SALLOW AR5X, MEADOW 0R FEN) LINO UNDER WATER B001E5 NO A7ERWAT9 450 S.F. 7EIE1055R5 ADDITIONAL 172 SF. CREATED 100' 054555507 AREA 2090 SF. PERMANENT 1,200 SF. TEMPORARY OCCP5WI84T 2011. CIE 000FIEF0145 ROC P1''"FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA COMM TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02831 cle CLE 7 Creek Rood 81ENGINEERING, 1 `NA 02738 (505) 748-09.37 PROPOSED CONDTIONS SHEET 3 OF 4 SITE PLAN a .nlo,Tr 8/72/48 IDIOMSTw 181.100 ATIVE PROPOSED SEDIMENT PRE -CAST OPEN PIGMY SO' LONG SIRFAY000 EL 0 10' RIDE CONCRETE CULVERT .CTICW'S P20 L000INC PROPOSE , TOP AT EL 72 FRILL DESICII RP COBBLE � COFFEROUI WICH IX STREAM BED FILIATION TOP OF NEAOEINL EL 95 300 0(AI. SEE OA RP RP RIP 121 .1.1 SOY AL SAID BACIOML EL 101 20' LONG I2. DAM DIVAN ON1 PEES CONCRETE STRIP FOOTING 10 SUPPORT OF OPEN 01150 CLUSRT NITRE 0457041 SIREAM RED EE OLBL PROPOSED COBBLE SCOUR APRON USI.G OUTSIDE COFFERDAM F507000D SAND O7050LL 0. 102 SAE INTERN. MEAN BED EL SCALE 1-e' 10P OF HEADWALL EL 93 LEGETum ESDr,pwL\ lima 9IL 14' DWL (W( BATTER PEES 0 Y1 SECTION C - C' LEMPIPIO WYS111' -. _..._.... TOP OF COL14RT EL 7.2 CAST W PULE CONCRETE FOOTING (SEE DETAAS) RW RAP TO EDGE OF SALT RASH RE USED FROM ED090G _01474RT CELIOVT PROPOSED SCOUR APRON e' TO 9. 0008405 PLAN VIEW PROPOSED CULVERT k WINGWALL POURED IN -PLACE FOUNDATION SCALE 1/4•-1' PROPOSED CULVERT PLAN VIEW SCALE: 1•-B' 0. SYMETRICi ABOUT CENTER CULVERT sCALe 1•- 15'-0. ITT -C ONSIDE CULVERT) 1 1n' BAP MN INS7ALU7DN '•� G•LV ie GARS WNFRE SHOWN .7272 4.74F V ME EMI. (SEE SECIDII) S• PRECAST CLLTERT WALL GROUT Y MN Y D - 125 TON O00 4.009 RLE x1817115 S79DP5 0 24• C -C 4HTT15N A -S CULVERT FOUNDATION DETA(L4 9C.WE 1/2.-1. FILTER AG 1(FTATI (SLY D END SECOONS) e EA W7 (ON.0) /a 5769005 (SEE SECTION NOC.E) 9ECUON B -B' 5 8 00 /e (CRLVM /4 TIES 0 24• C -C 12. 20 TON PEE SE.CT(ON 7-C• GUARD RAU, POST DRTAT) SCALE: 1•-T 36. 804 FENCE POST (2• N 00 DRS.000) DRS YN B•PIED GROOM ARrA HOSE POLES TO BE TOT Vlj ORGANIC TIBER TWINE ONLT, N0 OR MARE. 001 BOSS 1O BE SECURE W/ MIN TWO (2) 2.32 MOOD STARES PEP BILL OMEN 1e' MN. INTO CANOE ELIDE FABRIC 740702E OVER MEAL FABRIC OPINING SIZE SUITABLE FOR VEEP EWE SET/TOME SOUS STNTE 070 5 010 10 END u n0* CI CO FABRIC IAD FENCE, BF YN ST1.T FENCE' / AYR LE DET IT. ®mPIE1017 2C”, nr EN1a0mYM INc FpO''"FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD BREWSTER, MA °n"` TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 cle CLCEW R". MDNNIE uR0NGd 8)745-0937 PROPOSED SECTIONS SHEET 4 OF 4 AND DETAILS _ •87 I,TP,.TW ,,, 1; •m, 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. 2011-1697 was issued to the Town of Brewster to place fill material within an area of 480 square feet below the ordinary high water line of Freemans Pond Creek & Paines Creek and within 361 square feet of bordering salt marsh in conjunction with the replacement of an undersized damaged 3 foot diameter culvert with a 10 foot wide by 6 foot high concrete box culvert under Paines Creek Road in Brewster, Massachusetts. A temporary sheet pile cofferdam will be installed to allow for work to occur in relatively dry conditions and will result in dewatering an area of approximately 11,200 square feet. The discharge from the cofferdam dewatering area will be pumped through a filter bag and will then flow back into the waterway. A temporary bypass culvert will be installed to maintain tidal flow to Freemans Pond during construction. Approximately 3.6 acres of salt marsh and 6.4 acres of freshwater wetland of the 21.3 acre wetland adjacent to Freemans Pond is expected to experience more frequent inundation as a result of the increased culvert capacity. 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: ****************************************************************************** PM: Ted Lento FOR USE BY THE CORPS OF ENGINEERS Submittals Required: No Inspection Recommendation: Inspect while work is ongoing. US Army Corps of Engineers New England District (Minimum Notice: Permittee must sign and return notification within one month of the completion of work.) COMPLIANCE CERTIFICATION FORM Permit Number: 2011-1697 Project Manager Ted Lento Name of Permittee: Town of Brewster Permit Issuance Date: October 2011 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 * Policy Analysis/Technical Support Branch * 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 ( ) Telephone Number Telephone Number Appendix C – Map T-34 Coastal Wetlands Restriction Order SEE PL. BK 347 p NOT AN OFFICIAL COPY NOT AN OFFICIAL C O P 8517 N O Itak 122 NOT AN AN Q F FF IC0a1MQN%fEALTH OF MASSAQIU$ETS ICIAL DfPA4TIGIENT OF ENVIRONMENTAL MANAGEMENT LEVERETT SALTONSTALL BUILDING 100 CAMBRIDGE STREET, BOSTON 02202 BARNSTABLE, SS ORDER UNDER M.G.L., c. 130, s. 105 1. The Commissioner of Environmental Management, acting pursuant to M.G.L., c. 130, s. 105, for the purposes of promoting the public safety, health and welfare, and protecting public and private property, wildlife and marine fisheries, hereby adopts this Order regulating and restric- ting coastal wetlands in the Town of Brewster, County of Barnstable, Commonwealth of Massachusetts, as delineated on plans entitled "Commonwealth of Massachusetts, Department of Environmental Management, Wetlands Restriction Program, Plan of Wetlands," Plans T -33;T -34;U -49;U -50;v -27;v -28;W-234. , adopted October 7, 1980. The plans and list of assessed owners of the land so affected are incorporated herein and recorded herewith. 2. This Order does not grant any property rights; it does not authorize any person to trespass or injure the property of another; it does not excuse any person from complying with other applicable laws, regulations, by-laws or ordinances. 3. The following activities and uses are allowed on land and waters affected by this Order pro- vided the proposed activity or use has received approval as required by M.G.L. c. 131, s. 40 as most recently amended at the time the proposed work is to be undertaken: A. The cultivation and harvesting of shellfish and worms and the excavation and construction of areas for the cultivation and harvesting of shellfish and other marine foods. Salt marsh haying, dune or marsh grass planting, and the harvesting of marine algae. B. The use or improvement of land or water for commercial agricultural purposes; provided that any subsequent non-agricultural use of land which was altered for agricultural purpos- es at a time when said land was subject to this Order may be regulated, restricted or prohi- bited in accordance with any conditions stated herein. Agricultural Purposes shall be defined as using land or water for one or more of the following purposes: raising, breed- ing or production of a specified type of animal or plant life, including but not limited to, i NOT NOT AN AN OFF IC 1310K3t9trAGE 124 OF F I C I AL COPY _3— COPY 4. The following acttJi�iess� p►a uses are prohibited on land and waters f#e�ted by this Order, except those tIvitieIan C ses needed o accomplish the Oab v perm edj�ses.O I A L A. Filling, placitrg opduinpin. on said coastal wetlands any s flJ, I lllam(a:tett sand, gravel, rock, or other" mineral or chemical substance, refuse, trash, rubbish, debris or dredged material. B. Draining, excavating or dredging said coastal wetlands or removing therefrom any soil, loam, peat, sand, gravel, rock, or other mineral substance. C. Discharging hazardous substances, including but not limited to, heavy metals, pesticides or petroleum products from a power plant or other industrial source, or primary or secondary effluent from a sewage treatment facility. D. Constructing habitable dwellings, commercial structures, and any accessory structures thereto, including parking lots. E. In addition, no person shall perform any act or use any coastal wetland in a manner which would destroy the natural vegetation of the coastal wetland, substantially alter existing patterns of tidal flow, obstruct the movement of sediment or alter the natural contour of the coastal wetland. 5. As used herein, the word "person" shall include any individual, group of individuals, corpora- tions, societies, associations, partnerships, governments and subdivisions and authorities thereof, except where exempted by statute. 6. The coastal wetlands, Including banks, marshes, swamps, meadows, flats or other low land subject to tidal action or coastal storm flowage, and the contiguous lands that may be included in this Order are further described as follows: Coastal Beach: unconsolidated sediment subject to wave, tidal and coastal storm action which forms the gently sloping shore of a body of salt water. Coastal beaches extend from the mean low water line landward to the dune line or coastal bankline, whichever is closest to the ocean, or to the seaward edge of existing man-made structures, when these structures replace one of the above lines. Coastal Dune: any hill, mound or ridge of sand landward of a coastal beach deposited by wind action or storm overwash. Coastal dune shall also mean sand deposited by artificial means and serving the purpose of storm damage protection or flood control. Salt Marsh: a coastal wetland subject to periodic tidal action and characterized by plants that are well adapted to or prefer living in saline soils. Dominant plants within salt marshes may include salt meadow cord grass (Spartina patens) and/or salt marsh cord grass (Spartina alterniflora).. A salt marsh may contain tidal creeks and ditches. Salt Pond: a shallow enclosed or semi -enclosed body of saline water that may be partially or totally restricted by barrier beach formation. Salt ponds may receive freshwater from small streams emptying into their upper reaches and/or springs in the pond itself. Sea Cliff or Coastal Bank: the seaward face or side of any elevated landform other than a dune and which lies at the landward edge of a coastal beach, land subject to tidal action, or other wetland. ii Tidal Flat: any area of land exposed at low tide which is composed of mud or sand and which is generally unvegetated. 7. Any person may request the Department of Environmental Management or its successor to conduct a review to determine if this Order has been violated. Upon receipt of the request, the Department shall conduct an on -site inspection and shall take such corrective measures as are warranted. 8. Any person who has an ownership interest in land affected by this Order, any lessee holding a lease of twenty-five years length or more, and any mortgagor who has an interest in land NOT NOT AN AN O F F I C IBA3191PAGE 1250 F F I C I A L COPY -- 4 -- COPY affected by this Orlar rltiy request that the Department of EnvironMengl MTnagement or its AN AN successot5on1uct a re1iev to ditercinLwhether change ts ifecuffed i la(rd rerriftied ppder this Order. If tl(e CQnnlisioYer determines, following examina iitrn,QhaPsigr ficant change has occurred, the Department shall adopt an Amending, Modifying or Repealing Order or shall correct the Order. 9 Any person having an ownership interest, any lessee holding a lease of twenty-five years length or more and any mortgagor having an interest may, within ninety (90) days after receiving notice of this Order, petition the Superior Court to determine whether this Order so restricts the use of his property as to deprive him of the practical uses thereof and is therefore an unreasonable exercise of the police power because the Order constitutes the equivalent of a taking without compensation. 9,� WITNESS my hand and seal this Lg' day of 3c , moo. Richard E. Kendall, Commissioner APPR VED: BOARD OF ENVIRONMENTAL MANAGEMENT COMMONWEALTH OF MASSACHUSETTS SUFFOLK, SS Then personally appeared the said Richard E. Kendall, Commissiiiz�"� Management and acknowledged the foregoing instrument to be his free ac£a�, p / C " My commission expires ,•y; ;_ Notary Public Name Ahlstrom, Marion Anson Lane Real Estate Trust Barker, Roy C. & Beatrices S. N O T A N 0 F ]00K191 PfGE Ps1.2U O BrewaerCkoAitaYWetland Restrictions Pursuant to G.L. Ch. 130, S. 105 N OToc & Page 0 F F I16g/6doo A COPY Barringer, Charles D. & Nancy D. Bassett, Gardiner W. & Edna M. Bates Realty Trust Berig, Donald J. & Mary L. Bjorngren, Victor & Majorie Board of Selectmen Board of Selectmen Board of Selectmen 2368/129 1276/78 1933/230 28600/2600 2569,338 1577/287 740/535 1475/428 565/131 1387/437 Board of Selectmen 1476/428 Booth, Murray J. Booth,Murray J. Brewer, Herbert Vansant Briggs, John G. Burke, Marguerite D. Cape Cod Museum of Natural History Cap't. Del Assoc., Inc. Chamberlain, Barbara J. Cline, Mary Lou Cobb, Preble Conroy, Frederick J. Coursen, Herbert R. Mildred H. Crocker, Dean & Lois B. Cushman, Stewart L. Dibble, Robert E. & Faith K. Eddy, Rugh N. Et Al Ellis, Winifred C. & Alden 580/1400 1224/4 824/322 2070/278 851/572 1025/169 941/100 1860/098 2775/054 1166/432 1320/157 1347/70 1992/173 1021/198 635/355 1402/35 575/468 L N O T A N FFICIAL COPY N O T 0rthophoto ii WepiaIN # T -33,T-34 O F F6 ICIAL U -50,V -28,V-27 U-50 U -50,V -23,U-50 U -50,V -28,U-50 U-50 U-50 T -33,T-34 T -33,T-34 T-34 V -27,W-234, V-28 V -27,W-234, V-28 U -50,V -28,U-50 U-50 U-27 U -50,U -50,V-28 U-50 T-34 U -50,V -28,V-27 U -50,V -28,V-27 U -50,V -28,U-50 V -27,U -50,V-28 T -33,T-34 V -27,U -50,V-28 U-50 U -50,U -50,V-28 U -50,V -28,U-50 C 0 P Y 38,99 80 38,52 38,52,80 80 80 6 6 22 117 117 38,52 80 52 80,38 80 22 38,99 38,96 38,52 99,38 6 96,38 80 30,38 38,52 U -50,V -28,U-50 38,52 T -33,T-34 6 N O T N O T Name Gibbs, Margaret Q NA71 3 OFFICIAL Gillis, Walter C. & C 0 45/1T6 Priscilla H. Hugli, Wilfred C. Jr. 1263/488 U-50 52 Brewst4i CLstal Wetland Restrictions BOF 0 F Piisu&ntao b.LA C1L 130, S. 1050 F COPY COPY Book & Page Orthophoto # Wetland# U-So,V-28,U-So, N38;52,TSo U-50 A N OFFICIAL U-50 C P Y Hopkins, Stephan T. 1353/742 V -27,U -50,V-28 96,38 & Alice M. Horbach, Stephen & 2421/151 U -50,V -28,U-50 38,80 Alexander 0. Houghton, Proctor W. & 1346/633 U -50,V -28,U-50 38,80 Eloise K. Howard, Elizabeth 1671/176 U -50,U -50,V-28 80,38 Hugli, Wilfred C. Jr. 1263/488 U-50. 52 Johnson, Howard B. Et'A1 2761/297 U -50,V -28,U-50 38,80 Jones, Jr., Roy E. & 1185/109 U-50 52 Katherine L. Kaltsas, Joyce 2140/294 U -50,V -28,U-50 38,80 Gillett & Gillett Henry Monk Kerlin, William H. 2597/126 U-50 80 & Phyliss W. Kerrivan, Philip M. 2409/129 U -50,V -28,U-50 38,52 Kirchuff, Morris A. & Mary 1377/187 U-50 80 Kroeger, Catherine C. 1646/308 U -50,V -28,U-50 38,80 Kummerfeld, Donald & 1493/809 U -50,V -28,V-27 38,99 Elizabeth Lambine, Oscar M. & 911/506 U-50 80 Alberta B. Landron, Jacques & 1552/245 U -50,V-28 38 Jean G. Le Preau, Miriam Et Al 15970/53 U -50,V-28 38 Lindquist, Philip G. & 1577/285 U-50 80 Susan P. Mackay, Allister R. & 152/1161 U-50 80 Doris S. Mackinaw, Kenneth J. 1862/256 T-34 22 Magnuson, Harold E. & 816/444 U -50,U -50,V-28 80,38 Sally L. Magnuson, Harold E. & 815/574 U -50,U -50,V-28 80,38 Sally L. Malden Trust Co. 2213/202 V -27,U -50,V-28 96,38 McCready Jr., James W. 1568/274 U -50,V-28 38 Mulligan, James J. & 2390/223 U -50,V -28,U-50 38,80 Virginia B. 4 N 0 T A N 0 gew'ter' Co st j J t1A1Sd RestrictionCs P�uhat o L. Ch. 130, S. 105 Name Nickerson, FranceSM._ Norberg, Richard D. N Dokj'& Page F 12111516/ 3f 4A C O231E13/265 Ogazalek, Jr., John F. 2090/64 Phillips, Arthur R. & 1036/328 Ethel H. Plaice, Carol Pond, Jeannette Et Al Porter, Robert L. Prentice, Richard C. & Cynthia S. Rice, Cecil G. Sealand of Cape Cod Inc. Smith, Bill Herbert Smith, Lothrop Smith, R. Harden Snow, Lawrence M. & Eleanor C. 2193/331 1186/234 1482/82 1296/362 617/594 1464/117 647/111 35988/? 647/111 1671/176 Spargo, John Alden 689/32 Staniar, Burton B. & 1522/786 Vicki, Sullivan, John J. & 1019/485 Ann W. Sullivan, John J. & 1031/155 Ann W. Sullivan, Raymond A. & 2840/97 Jeanne C. Swift, Donald W. & 1016/269 Jeanne K. Tabor, Roland E. & 680/418 Cora M. Ten Lots Assoc. Inc. 1066/366 Thornton, George Todd, Steven W. Et Al Tonn Inc. Walker, Elizabeth Waters, Ann Et Al 0rhtophoto # L U-50, V -2841-1 U -50,U -50,V-28 U-50 T -33,T-34 U -50,U -50,V-28 U -50,V -28,U-50 U -50,U -50,V-28 U -50,U -50,V-28 U -50,V -28,U-50 T -33,T-34 U -50,V -28,V-27 U -50,V -28,U-50 U -50,V -28,V-27 U -50,V -28,U-50 V -27,W-234, V-28 U -50,U -50,V-28 T -33,T-34 T -33,T-34 U -50,V-28 U-50 U -50,V -28,U-50 V -27,U -50,V-28 U -50,V -28,U-50 1794/109 U -50,V -28,U-50 1376/1127 V -27,W-234, V-28 1213/97 U -50,U -50,V-28 1792/208 Williams, Elizabeth K. 638/212 V -27,W-234, V-28 0-50 N O T A N F g1X3f91 AGEI 10.8L COPY Net�ndl'# F3;96C I C 86;38P Y 80 6 80,38 38,52 80,38 80,38 38,52 6 38,99 38,52 38,99 38,80 117 80,38 + 6 6 38 80 38,52 99,38 38,52 38,52 117 80,38 117 52 A L Name Winslow Landing 2ssrc. Wood, Arthur Wood, Arthur Wood, Arthur Jr. Et Al N O T A N O F F (( I� C I A L O F BYEwst'er'Cp oa'tal Wetland Restrictions P$rsuant to G.L. Ch. 130, S. 105 N O T A 1 okTT& Page 0rhtophoto # ncO i4 832/60 10600/4000 832/60 U-50 L REL F'EG NOV 13 80 P �`G N O T A N F I C I AL 69"319iiiiE 129 N O T etNnd N v-27,u-SY,VF8 C b' Y Y U -50,V -28,U-50 38,80 80 A L Appendix D – Current Project NHESP/ MassDEP/ USACE Correspondence December 01, 2023 Amy Ball Horsley Witten Group, Inc. 90 Route 6A Sandwich, MA 02563 RE: Project Location: 0 Paine's Creek Road Town: Brewster Heritage Hub Form ID: IR-74132 To Whom It May Concern: Thank you for contacting the Natural Heritage and Endangered Species Program (NHESP) of the MA Division of Fisheries & Wildlife (the “Division”) for information regarding state-listed species in the vicinity of the above referenced site. Based on the information provided, this project site or a portion thereof is located within the current Massachusetts Natural Heritage Atlas. The following state-listed species are mapped for both Priority Habitat (PH) and Estimated Habitat (EH), as indicated in the following table: Scientific Name Common Name Taxonomic Group State Status EH PH 892697ThreatenedBirdPiping PloverCharadrius melodus The species listed above is protected under the Massachusetts Endangered Species Act (MESA) (M.G.L. c. 131A) and its implementing regulations (321 CMR 10.00). State-listed wildlife are also protected under the Massachusetts Wetlands Protection Act (WPA) (M.G.L. c. 131, s. 40) and its implementing regulations (310 CMR 10.00). Fact sheets for most state-listed species can be found on our website (www.mass.gov/nhesp). Please note that projects and activities located within Priority and/or Estimated Habitat must be reviewed by the Division for compliance with the state-listed species protection provisions of MESA (321 CMR 10.00) and/or the WPA (310 CMR 10.00). Wetlands Protection Act (WPA) If the project site is within Estimated Habitat and a Notice of Intent (NOI) is required, then a copy of the NOI must be submitted to the Division so that it is received at the same time as the local conservation commission. If the Division determines that the proposed project will adversely affect the actual Resource Area habitat of state-protected wildlife, then the proposed project may not be permitted (310 CMR 10.37, 10.58(4)(b) & 10.59). In such a case, the project proponent may request a consultation with the Division to discuss potential project design 2PageIR-74132NHESP No. modifications that would avoid adverse effects to state-listed wildlife habitat. A streamlined joint MESA/WPA review process is available. When filing an NOI, the applicant may file concurrently under the MESA and qualify for a 30-day streamlined joint review. Please visit our website for filing instructions: www.mass.gov/regulatory-review. MA Endangered Species Act (MESA) If the proposed project is located within Priority Habitat and is not exempt from review (see 321 CMR 10.14), then project plans, a fee, and other required materials must be submitted to the Division to determine whether a Take under the MA Endangered Species Act would occur (321 CMR 10.18). Please note that all proposed and anticipated development must be disclosed, as MESA does not allow project segmentation (321 CMR 10.16). Please visit our website for filing instructions: www.mass.gov/regulatory-review. We recommend that state-listed species habitat concerns be addressed during the project design phase prior to submission of a formal MESA filing, as avoidance and minimization of impacts to state-listed species and their habitats is likely to expedite regulatory review. Please visit our website for more information on how to request a pre-filing consultation with the Division: www.mass.gov/how-to/request-a-pre-filing-consultation This evaluation is based on the most recent information available in the NHESP database, which is constantly being expanded and updated through ongoing research and inventory. If the purpose of your inquiry is to generate a species list to fulfill the federal Endangered Species Act (16 U.S.C. 1531 et seq.) information requirements for a permit, proposal, or authorization of any kind from a federal agency, we recommend that you use the NOAA Fisheries Greater Atlantic Region ESA Section 7 Mapper (https://noaa.maps.arcgis.com/apps/webappviewer/index.html?id=1bc332edc5204e03b250ac11f9914a27) and the U.S. Fish and Wildlife Service's Information for Planning and Conservation website (https://ecos.fws.gov/ipac). If you have any questions regarding this letter please contact Emily Holt, Endangered Species Review Assistant, at Emily.Holt@mass.gov. Sincerely, Everose Schlüter, Ph.D. Assistant Director 1 1 11 ,l US Army Corps of Engineers,g New England District V: Self -Verification Notification Form (for all tidal and non -tidal projects subject to Corps jurisdiction) Complete all fields (write "none" if applicable) below or use the fillable form at vvww. nae. usace. army. mil/mi ssions/regulatory/state-g eneral-permits/mass achusetts-general-permit. Before work within Corps jurisdiction commences, and unless otherwise specified, email this form, a location map, and project plans drawn to scale and not larger than 11" x 17", to cenae-r@usace.army.mil, (978) 318-8303 (fax), or "Regulatory Division, U.S. Army Corps of Engineers, New England District, 696 Virginia Road, Concord, MA 01742-2751". The Corps will acknowledge receipt of this form in writing. Please call (978) 318-8338 with questions. Town of Brewster Permittee: Address, City, State & Zip: 2198 Main Street, Brewster, MA 02631 Phone(s) and Email: cmiller@brewster-ma.gov (508) 896-3701 Contractor (write none if same as permittee): Address, City, State & Zip: Phone(s) and Email: Prior Corps File or Permit Numbers(s): 13401 Project Location (provide detailed description if necessary): Paine's Creek Culvert at Paine's Creek Beach Address, City, State & Zip: 0 Paine's Creek Road/Freemans Pond, Brewster, MA 02631 Latitude/Longitude Coordinates (if address doesn't exist): 41.760904, -70.113753 Waterway Name: Paine's Creek Work will be done under the following activity(s) in Section III, Eligible Activities (check all that apply): 1 5 9 13 17 21 2 x 6 10 14 18 22 3 7 11 15 19 23 4 8 12 16 20 Project Purpose: Stabilization of a pedestrian foot path and culvert to combat erosion. Paine's Creek flows through a culvert under a pedestrian foot path and then joins into Cape Cod Bay. Erosion has been occuring at the mouth of the creek on either side of the culvert and foot path. The proposed work is to stabilize the culvert and surrounding areas using Articulated concrete blocks (ACB) Work Description: The project aims to stabilize the beach accessway over the culvert and the banks of that accessway on either side of the culvert. The design includes stabilizing the area with articulated concrete block (ACB) mats, refreshment of the existing stone revetment at the toe of slopes for the ACBs, and backfill over and within the ACBs with sand. (continued on next page) MA GPs 34 Apri12018 Aggregate total wetland impact area: temporary SF permanent 6.515 SF Aggregate total waterway impact area: temporary SF permanent 489 SF Aggregate total area of structures temporary SF permanent 6,515 SF (e.g., floats, pile -supported structures) Does your project include any indirect or secondary impacts? (See General Condition 3.) Yes No X If yes, describe here: Proposed Work Dates: Start: Winter 2024 Finish: Summer 2024 Your name/signature below, as permittee, confirms that: a) your project meets the self -verification criteria; and b) you accept and agree to comply with the applicable terms and conditions in the General Permits for Massachusetts. Permittee Printed Name: Permittee Signature: C�\ Date: 2IZ2) 7,02 MA GPs 35 Apri12018 Commonwealth of Massachusetts Executive Office of Energy and Environmental Affairs Maura T. Healey Governor Kimberley Driscoll Lieutenant Governor Rebecca L. Tepper Secretary Bonnie Heiple Commissioner Department of Environmental Protection 100 Cambridge Street 9th Floor Boston, MA 02114 Ÿ 617-292-5500 WWAR - Chapter 91 Administrative Request(s) Application Application Submitter Information Name: CAROLINE GRAN Phone: (781) 635-2594 Address: 90 ROUTE 6A SANDWICH, MA 02563 Location Information Paine's Creek 0 PAINE'S CREEK ROAD BREWSTER, MA 02631 Latitude: 41.760904 Longitude: -70.113753 General Information Requestor Horsley Witten Group Requestor Contact (email preferred or phone number) nprice@horsleywitten.com Property Owner Name Town of Brewster Property Owner Contact (email preferred or phone number) cmiller@brewster-ma.gov Chapter 91 Authorization Number (if applicable) 13401 Additional Location Information Page 1 of 223-WWAR-0099-APP12/8/2023 Brief description of location - Non-Traditional Address (e.g., “west end Toronto Avenue right-of-way at Gloucester Harbor”. DO NOT complete this field, if your location has a traditional address – enter N/A) Paine's Creek culvert and accessway at end of Paine's Creek Road over Paine's Creek Administrative Request(s) Minor Project Modification Yes Maintenance Notice Demolition Notice License/Permit Clarification Extension of Construction Period Exemption Review Management Plan Review Great Pond Designation Review Other Additional Information Please provide a brief description of the request(s) Paine's Creek flows through a culvert under a pedestrian foot path and then joins into Cape Cod Bay. erosion has been occuring at the mouth of the creek on either side of the culvert and foot path. The proposed work is to stabilize the culvert and surrounding areas to combat erosion and storm surge using Articulated concrete blocks (ACB) Certification Information Individual CAROLINE GRAN 90 ROUTE 6A SANDWICH, MA 02563 United States Telephone #: (781) 635-2594 E-mail: carmstrong@horsleywitten.com I certify that I am familiar with the work proposed and that to the best of my knowledge and belief the information contained in this application is true, complete, and accurate.By checking the box below, I understand and agree that I am electronically signing and filing this application. Page 2 of 223-WWAR-0099-APP12/8/2023 Appendix E – Project Plans From: Chris Miller <cmiller@brewster-ma.gov> Sent: Friday, February 16, 2024 11:05 AM To: Kennedy, Cristina G (FWE) <Cristina.g.Kennedy@mass.gov>; Neal Price <nprice@horsleywitten.com> Cc: Keer, Georgeann (FWE) <georgeann.keer@mass.gov>; William Grafton <wgrafton@brewster- ma.gov> Subject: RE: DRAFT Paine's Creek NOI docs Hi Cristina et al, Regarding the nourishment. About 14 years ago we conducted a retreat project, removing the asphalt parking lot north of the culvert and recreating parking further inland, while also installing stormwater retention basins in the new parking area and roadway to the south. The area of the parking lot was restored to compatible beach sand from just north of the culvert to near the revetment along the north. 2008/9 paved parking area pre-retreat 2011 after removal of the parking lot: Here’s a photo from 2013-14 after the new culvert was installed. The asphalt over the former culvert pipe was removed and additional beach compatible sand was placed. We continued to nourish over the culvert and the beach to the north, visible with the reddish colored sand. Here’s a 2021 photo: For the beach season we extend a handicap accessible beach mat from the pavement south of the culvert, north along the area of nourishment providing access to the beach near the revetment. What we are trying to do is wrap the conditions allowing this beach maintenance into the newest permit so we don’t have multiple overlapping orders for one property. Sand is required to be compatible with the beach grain size and is from an approved source. Right now a lot of the sand is placed directly over the culvert as it is a lower point, and even seasonally high tides can erode the cover over the culvert. The adaptive management should stabilize the seaward side where the stones have slumped, and lessen the amount of nourishment required on these events. -- Chris Miller, Director Brewster Department of Natural Resources 508-896-4546 x4244 cmiller@brewster-ma.gov Brewster Town Offices are open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. 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Date By Description Graphic Scale 1-inch = 500-feet Drawing Number: Horsley Witten Group, Inc. Sustainable Environmental Solutions www.horsleywitten.com Headquarters 90 Route 6A Sandwich, MA 02563 (508) 833-6600 voice (508) 833-3150 fax 294 Washington Street, Suite 801 Boston, MA 02108 (857)263-8193 voice (617) 574-4799 fax 55 Dorrance Street, Suite 200 Providence, RI 02906 (401)272-1717 voice (401) 439-8368 fax Prepared By: Plan Set: Prepared For: MASSACHUSETTS SCALE IN FEET North Graphic Scale BREWSTER North SCALE IN FEET Graphic Scale PAINE'S CREEK BANK STABILIZATIONPERMITTING PLANSBREWSTER, MASSACHUSETTS FEBRUARY 22, 2024 21119 of1 5 PAINE'S CREEK BANK STABILIZATION PERMITTING PLANS BREWSTER, MASSACHUSETTS Town of Brewster 2198 Main Street Brewster, MA (508) 896-3701 GENERAL NOTES: 1. THIS PLAN SET IS FOR PERMITTING ONLY AND NOT FOR CONSTRUCTION. 1C - 0 10000 1:10000 0 150000 1:150000 BREWSTER SITE SITE 113 Water Street, R2 Exeter, NH 03833 (603) 658-1660 ROUT E 6 A WING ISLAND P A I N E ' S C R E E K R D Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PREP & EROSION CONTROL PLAN 4 SITE PLAN 5 DETAILS PERMITTING SET ONLY NOT FOR CONSTRUCTION WF DUNE1 WF DUNE2 WF DUNE3/SM1 WF SM2 WF SM3 WF DUNE4/SM4 WF DUNE5 WF DUNE6 WF DUNE7 WF DUNE8 WF SM 7 WF SM 8 WF SM 9 WF SM 10 WF SM 11 WF SM 1 WF SM 2 WF SM 3 WF SM 4 WF SM 5 WF SM 6 COCO COCO CO CO DBENCHMARK: CB EL: 8.22 WF SM 12 WF SM 13 WF SM 14 AS S U M E D 5 4 6 7 8 0 5 1 2 3 4 9 REINFORCED CONCRETE CULVERT 10' X 6' INTERNAL OPEN AREA NATURAL BOTTOM INVERT = -0.3' SEASONAL SHED CHANNEL T O FREEMAN S P O N D LOOSELY SPACED STONE EMBANKMENT LOOSELY SPACED STONE EMBANKMENT PAINES CREEK CED A R H I L L R O A D P A I N E S ' S C R E E K R O A D WOOD PANEL FENCE KAYAK STORAGE AREA (TYP) WALKING PATH TOP OF HEADWALL = 9.66' REINFORCED CONCRETE CULVERT 10' X 6' INTERNAL OPEN AREA NATURAL BOTTOM INVERT = -0.3' WINGWALL TOP = 5.45' BOTTOM = 2.63' GRAVEL PARKING EDGE OF PAVEMENT TOP OF HEADWALL = 9.58' WINGWALL TOP = 7.18' BOTTOM = 3 .26' SALT MARSH 3 MEAN HIGH WATER = 4.50' ± BOTTOM OF BANK = 0.3' ± EL:8.64 EL:8.57 EL:8.48 EL:8.55 INFO SIGN SEASONAL BIKE RACKS (2) SALT MARSH 1 (SM1) SM 1 5 0 ' B U F F E R S M 2 5 0 ' B U F F E R SM 3 5 0 ' B U F F E R S A L T M A R S H 2 ( S M 2 ) S A L T M A R S H 3 ( S M 3 ) DUNE (ENTIRE SITE IS DUNE. BUFFERS OUTSIDE PLAN AREA) CHANNEL BOTTOM LAND UNDER OCEAN/LAND CONTAINING SHELLFISH SM2 & SM3 100' BUFFERS OUTSIDE PLAN AREA LAND UNDER OCEAN/LAND CONTAINING SHELLFISH MEAN LOW WATER: EL -5.5 PER REFERENCE PLAN (SEE NOTE 6.1) MEAN HIGH WATER = 4.50' ± SALT MARSH 4 SM1 & SM4 100' BUFFERS OUTSIDE PLAN AREA SM4 5 0 ' B U F F E R APPROX. LOCATION OF ACCESSIBLE BEACH MAT AND VEHICLE ACCESS FOR BEACH NOURISHMENT (SEASONAL) NHE S P P H 8 9 2 5 1 0 4 6 7 8 9 5 1 2 3 4 678 5 1 2 3 4 5 6 7 8 10 6 789 5 10 3 4 6 7 8 9 5 4 6 7 8 Re v i s i o n s Ap p r . Re v . D a t e B y D e s c r i p t i o n 1 2 3 4 5 6 7 EX I S T I N G C O N D I T I O N S PA I N E ' S C R E E K B A N K S T A B I L I Z A T I O N PE R M I T T I N G P L A N S BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : 2C - Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : ( 5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : ( 5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : F e b r u a r y 2 2 , 2 0 2 2 To w n o f B r e w s t e r 21 9 8 M a i n S t r e e t Br e w s t e r , M A Ph o n e : ( 5 0 8 ) 8 9 6 - 3 7 0 1 Fa x : - - 2 521119of la s t m o d i f i e d : 0 2 / 2 2 / 2 4 p r i n t e d : 0 2 / 2 2 / 2 4 b y e h H: \ P r o j e c t s \ 2 0 2 1 \ 2 1 1 1 9 B r e w s t e r P a i n e s C r e e k \ D r a w i n g s \ 2 1 1 1 9 E X . d w g -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - (in feet) GRAPHIC SCALE 010 5 10 20 40 1 INCH = 10 FEET Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : SURVEY NOTES 1. THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THE GROUND FIELD SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON FEBRUARY 25, 2022. 2. NO PROPERTY LINE SURVEY WAS CONDUCTED FOR THIS EXISTING CONDITIONS PLAN. 3. HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM. DATUM ESTABLISHED BY GPS RTK. 4. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 5. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 6. REFERENCE PLANS: 6.1. "FREEMANS POND CULVERT REPLACEMENT PAINE'S CREEK ROAD" BY: CLE ENGINEERING IN FEBRUARY 2013. RESOURCE AREA NOTES 1. THE PROPERTY IS LOCATED WITHIN F.I.R.M ZONE VE ELEVATION 13.0' AS SHOWN ON COMMUNITY PANEL NO, 25001C0413J DATED 7/16/2014. 2. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON FEBRUARY 23, 2022. 3. MEAN HIGH WATER: EL 4.50. COINCIDENT WITH TIDAL RIVERBANK AND START OF REGULATORY RIVERFRONT AREA. 4. THE ENTIRE SITE IS WITHIN REGULATORY RIVERFRONT AREA. 5. THE ENTIRE SITE IS LOCATED WITHIN COASTAL BARRIER RESOURCES SYSTEM. 6. PER THE MASSACHUSETTS WETLAND RESTRICTION PROGRAM, PLAN OF WETLANDS SHEET T-34, DATED OCTOBER 7, 1980, THE FOLLOWING COASTAL RESOURCES ARE LOCATED ON THE SITE: 6.1. BARRIER BEACH 28R 6.2. SALT MARSH 29R 6.3. SALT MARSH 6R Su s t a i n a b l e E n v i r o n m e n t a l S o l u t i o n s ww w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . LEGEND: CONTOUR - MAJOR EDGE OF PAVEMENT CHANNEL BOTTOM BERM PATHWAY HEADWALL FENCE - WOOD CONTOUR - MINOR GENERAL SALT MARSH ENVIRONMENTAL MEAN HIGH WATER SYMBOLS DRAIN MANHOLE BOUNDARYCB WF STONE ROCK BENCHMARK SIGN EXISTING SPOT GRADE WETLAND FLAG CLEAN OUT 44 50 CATCHBASIN D CO EL:98.45 SALT MARSH 100 FT BUFFER SALT MARSH 50 FT BUFFER FE B R U A R Y 2 2 , 2 0 2 4 - GS G / E W H D M NATURAL HERITAGE ESTIMATED HABITAT OF RARE WILDLIFE (GIS) DUNE BOUNDARY PERMITTING SET ONLY NOT FOR CONSTRUCTION ACCESSIBLE BEACH MAT WF DUNE1 WF DUNE2 WF DUNE3/SM1 WF SM2 WF SM3 WF DUNE4/SM4 WF DUNE5 WF DUNE6 WF DUNE7 WF DUNE8 WF SM 7 WF SM 8 WF SM 9 WF SM 10 WF SM 11 WF SM 1 WF SM 2 WF SM 3 WF SM 4 WF SM 5 WF SM 6 COCO COCO CO CO DBENCHMARK: CB EL: 8.22 WF SM 12 5 4 6 7 8 0 5 1 2 3 4 9 REINFORCED CONCRETE CULVERT 10' X 6' INTERNAL OPEN AREA NATURAL BOTTOM INVERT = -0.3' SEASONAL SHED CHANNEL T O FREEMAN S P O N D LOOSELY SPACED STONE EMBANKMENT LOOSELY SPACED STONE EMBANKMENT PAINES CREEK CED A R H I L L R O A D P A I N E S ' S C R E E K R O A D WOOD PANEL FENCE KAYAK STORAGE AREA (TYP) WALKING PATH TOP OF HEADWALL = 9.66' REINFORCED CONCRETE CULVERT 10' X 6' INTERNAL OPEN AREA NATURAL BOTTOM INVERT = -0.3' WINGWALL TOP = 5.45' BOTTOM = 2.63' GRAVEL PARKING EDGE OF PAVEMENT TOP OF HEADWALL = 9.58' WINGWALL TOP = 7.18' BOTTOM = 3 .26' SALT MARSH 3 MEAN HIGH WATER = 4.50' ± BOTTOM OF BANK = 0.3' ± EL:8.64 EL:8.57 EL:8.48 EL:8.55 INFO SIGN SEASONAL BIKE RACKS (2) SM 1 5 0 ' B U F F E R S M 2 5 0 ' B U F F E R SM 3 5 0 ' B U F F E R S A L T M A R S H 2 ( S M 2 ) S A L T M A R S H 3 ( S M 3 ) DUNE (ENTIRE SITE IS DUNE. BUFFERS OUTSIDE PLAN AREA) CHANNEL BOTTOM LAND UNDER OCEAN/LAND CONTAINING SHELLFISH SM2 & SM3 100' BUFFERS OUTSIDE PLAN AREA LAND UNDER OCEAN/LAND CONTAINING SHELLFISH MEAN LOW WATER: EL -5.5 PER REFERENCE PLAN (SEE NOTE 6.1) MEAN HIGH WATER = 4.50' ± SALT MARSH 4 SM1 & SM4 100' BUFFERS OUTSIDE PLAN AREA SM4 5 0 ' B U F F E R APPROX. LOCATION OF ACCESSIBLE BEACH MAT AND VEHICLE ACCESS FOR BEACH NOURISHMENT (SEASONAL) NHE S P P H 8 9 2 5 1 0 4 6 7 8 9 5 1 2 3 4 678 5 1 2 3 4 5 6 7 8 10 6 789 5 10 3 4 6 7 8 9 5 4 6 7 8 DEWATERING BAG S S SS SS SS SS S S S S SILT SOCK 90 LF ± SILT SOCK 60 LF ± SILT SOCK 95 LF ± SS SILT SOCK 30 LF ± MUSCLE WALL (OR APPROVED EQUIVALENT) 60 LF ± S S SS S S S S MUSCLE WALL (OR APPROVED EQUIVALENT) 25 LF ± MUSCLE WALL (OR APPROVED EQUIVALENT) 30 LF ±REMOVE FABRIC AND STOCKPILE RIP RAP REMOVE FABRIC AND STOCKPILE RIP RAP AS S U M E D Re v i s i o n s Ap p r . Re v . D a t e B y D e s c r i p t i o n 1 2 3 4 5 6 7 FE B R U A R Y 2 2 , 2 0 2 4 EW H EW H R A C / N P SI T E P R E P & E R O S I O N C O N T R O L P L A N PA I N E ' S C R E E K B A N K S T A B I L I Z A T I O N PE R M I T T I N G P L A N S BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Fe b r u a r y 2 2 , 2 0 2 2 To w n o f B r e w s t e r 21 9 8 M a i n S t r e e t Br e w s t e r , M A Ph o n e : (5 0 8 ) 8 9 6 - 3 7 0 1 Fa x : - - 3 521119of la s t m o d i f i e d : 0 2 / 2 2 / 2 4 p r i n t e d : 0 2 / 2 2 / 2 4 b y e h H: \ P r o j e c t s \ 2 0 2 1 \ 2 1 1 1 9 B r e w s t e r P a i n e s C r e e k \ D r a w i n g s \ 2 1 1 1 9 E S C . d w g (in feet) GRAPHIC SCALE 010 5 10 20 40 1 INCH = 10 FEET 3C - Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : Su s t a i n a b l e E n v i r o n m e n t a l S o l u t i o n s ww w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . TIE DOWN STRAP (SEE NOTES) PUMP DISCHARGE HOSE SPOUT SEWN INTO BAG FLOW FROM PUMP FILTERED WATER FI L T E R E D W A T E R FI L T E R E D W A T E R DEWATERING BAG ON AGGREGATE OR STRAW UNDERLAY FLOW FROM PUMP PUMP DISCHARGE HOSE TIE DOWN STRAP (SEE NOTES) SPOUT SEWN INTO BAG DEWATERING BAG STRAW BALE UNDERLAY A A SECTION A - A DEWATERING BAG DETAIL NOT TO SCALE INSTALLATION NOTES: 1. PLACE LIFTING STRAPS (NOT INCLUDED) UNDER THE UNIT TO FACILITATE REMOVAL AFTER USAGE 2. UNFOLD DANDY DEWATERING BAG ON STABILIZED AREA OVER DENSE VEGETATION, STRAW, OR GRAVEL (IF AN INCREASED DRAINAGE SURFACE IS NEEDED) 3. INSERT DISCHARGE HOSE FROM PUMP INTO DANDY DEWATERING BAG A MINIMUM OF SIX INCHES AND TIGHTLY SECURE WITH ATTACHED TIE DOWN STRAP TO PREVENT WATER FROM FLOWING OUT OF THE UNIT WITHOUT BEING FILTERED 4. IF USING OPTIONAL ABSORBENTS, PLACE ABSORBENT BOOM INTO THE DANDY DEWATERING BAG MAINTENANCE: 5. REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE 6. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION PLAN VIEW SECTION AREA TO BEPROTECTED NOTES: 1.SILT SOCK MANUFACTURER WILL BE SILT SOXX OR ENGINEER APPROVED EQUAL.2.ALL MATERIAL WILL MEET MANUFACTURER'S SPECIFICATIONS. 3.SEDIMENT SILT SOCK WILL BE FILLED WITH LEAF COMPOST AND/OR WOODY MULCHPER MANUFACTURER'S REQUIREMENTS.4.FOLLOWING CONSTRUCTION & SITE STABILIZATION, COMPOST MATERIAL WILL BE REMOVED OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER. SEDIMENT SILT SOCK NOT TO SCALE 3"-4" 1'-0"± WORK AREAWATER FLOW WORK AREA HI-RES ORANGECONSTRUCTION FENCE 2" x 2" WOODEN STAKE SILT SOCK (1'-0"-1'-6" TYP.) STAKE ON 10'-0" LINEAL SPACING SEDIMENTSILT SOCK AREA TO BEPROTECTED TEMPORARY WATER DIVERSION (MUSCLE WALL) NOT TO SCALE NOTES: 1. MUSCLE WALL, OR APPROVED EQUIVALENT, SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER RECOMMENDATIONS, BEGINNING AT THE MOST UPSTREAM LOCATION. 2. ANY SANDBAGS USED IN THE DEWATERING PROCESS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO ULTRA-VIOLET RADIATION, TEAR AND PUNCTURE AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL (I.E. SAND, FINE GRAVEL). 3. ALL DEWATERING CONTAINMENT AREAS AND EROSION/SEDIMENT CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO THE CONSTRUCTION PLANS AND DETAILS. 4. EROSIONS/SEDIMENT CONTROL DEVICES AND TEMPORARY WALLS ARE TO REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE, CONCRETE HAS CURED AND ALL DISTURBED AREAS ARE STABILIZED IN ACCORDANCE WITH THE SPECIFICATIONS RIVER SIDE GEOTEXTILE IF REQUIRED BY MANUFACTURER 2'-0" EXTENSION IF NEEDED WATER SURFACE LINER PER MANUFACTURER REQUIREMENTS SUBSTRATE FILL WITH WATER 4'-0" DEWATERING SUMP DETAIL NOT TO SCALE NOTES: 1. SUMP AND EQUIPMENT IS TEMPORARY AND MUST BE REMOVED AFTER USE. STONE AND/OR NATURAL MATERIAL CAN REMAIN. 2. LOCATE PUMP OUTSIDE OF THE MAIN EXCAVATION AREA TO MINIMIZE SEDIMENTATION. 3. SIZE PUMP TO SUFFICIENTLY DEWATER EXCAVATION. MULTIPLE PUMPS TO BE INSTALLED AS NECESSARY. 4. PUMP CHAMBER SIZE TO BE DETERMINED BASED ON PUMP DIMENSIONS. 5. FINAL DEPTH TO BE DETERMINED BY CONTRACTOR BASED ON EXISTING GRADE AND DEPTH OF WATER. EXISTING GRADE PERFORATED HDPE/PVC PIPE OR PRE-CAST PERFORATED PUMP CAGE UNDISTURBED NATIVE MATERIAL 3/4" WASHED STONE AS REQUIRED 2' MIN. AS REQUIRED 2' MIN BELOW EXCAVATION BOTTOM. DEWATERING PUMP(S) - SEE NOTES PUMP DISCHARGE TO DEWATERING SYSTEM PERMITTING SET ONLY NOT FOR CONSTRUCTION WF DUNE1 WF DUNE2 WF DUNE3/SM1 WF SM2 WF SM3 WF DUNE4/SM4 WF DUNE5 WF DUNE6 WF DUNE7 WF DUNE8 WF SM 7 WF SM 8 WF SM 9 WF SM 10 WF SM 11 WF SM 1 WF SM 2 WF SM 3 WF SM 4 WF SM 5 WF SM 6 COCO COCO CO CO DBENCHMARK: CB EL: 8.22 WF SM 12 WF SM 13 WF SM 14 AS S U M E D 5 4 6 7 8 0 5 1 2 3 4 9 REINFORCED CONCRETE CULVERT 10' X 6' INTERNAL OPEN AREA NATURAL BOTTOM INVERT = -0.3' SEASONAL SHED CHANNEL T O FREEMAN S P O N D LOOSELY SPACED STONE EMBANKMENT LOOSELY SPACED STONE EMBANKMENT PAINES CREEK CED A R H I L L R O A D P A I N E S ' S C R E E K R O A D WOOD PANEL FENCE KAYAK STORAGE AREA (TYP) WALKING PATH TOP OF HEADWALL = 9.66' REINFORCED CONCRETE CULVERT 10' X 6' INTERNAL OPEN AREA NATURAL BOTTOM INVERT = -0.3' WINGWALL TOP = 5.45' BOTTOM = 2.63' GRAVEL PARKING EDGE OF PAVEMENT TOP OF HEADWALL = 9.58' WINGWALL TOP = 7.18' BOTTOM = 3 .26' SALT MARSH 3 MEAN HIGH WATER = 4.50' ± BOTTOM OF BANK = 0.3' ± EL:8.64 EL:8.57 EL:8.48 EL:8.55 INFO SIGN SEASONAL BIKE RACKS (2) SALT MARSH 1 (SM1) SM 1 5 0 ' B U F F E R S M 2 5 0 ' B U F F E R SM 3 5 0 ' B U F F E R S A L T M A R S H 2 ( S M 2 ) S A L T M A R S H 3 ( S M 3 ) DUNE (ENTIRE SITE IS DUNE. BUFFERS OUTSIDE PLAN AREA) CHANNEL BOTTOM LAND UNDER OCEAN/LAND CONTAINING SHELLFISH SM2 & SM3 100' BUFFERS OUTSIDE PLAN AREA LAND UNDER OCEAN/LAND CONTAINING SHELLFISH MEAN LOW WATER: EL -5.5 PER REFERENCE PLAN (SEE NOTE 6.1) MEAN HIGH WATER = 4.50' ± SALT MARSH 4 SM1 & SM4 100' BUFFERS OUTSIDE PLAN AREA SM4 5 0 ' B U F F E R APPROX. LOCATION OF ACCESSIBLE BEACH MAT AND VEHICLE ACCESS FOR BEACH NOURISHMENT (SEASONAL) NHE S P P H 8 9 2 5 1 0 4 6 7 8 9 5 1 2 3 4 678 5 1 2 3 4 5 6 7 8 10 6 789 5 10 3 4 6 7 8 9 5 4 6 7 8 6 INCH ACB MAX EL = 9 FT MAX SLOPE 10:1 3,450 SF ± SAWCUT AND REMOVE EXISTING PAVEMENT UNDER ACB. MEET EXISTING PAVEMENT AT GRADE. COLD PATCH ASPHALT TO TIE IN ACB END 6 INCH ACB REVETMENT STONE BURIED 6 INCH ACB MAX SLOPE 3:1 380 SF ± REVETMENT STONE BURIED 6 INCH ACB MAX SLOPE 3:1 680 SF ± PLACE STOCKPILED STONE PER DETAIL ON TOP OF ACB (SEE NOTE FOR SEQUENCE) END OF ACB LIMIT OF WORK 6,750 SF ± GRADE BREAK IN ACB 8.34 8.30 9.00 9.00 9.50 8.00 6.33 9.00 9.00 SAND GRADING AND REPLENISHMENT TO MEET ACBS KAYAK STORAGE TO REMAIN PROTECT DURING CONSTRUCTION 8.85 8.00 8.15 8 FT WIDE ACCESSIBLE PATH ACCESSIBLE MAT TO BE ADDED DURING SUMMER MAX CROSS SLOPE: 2% MAX RUNNING SLOPE: 3% 8.35 9.00 9.00 OVERWASH CHANNEL EDGE SAND: 9.00 ACB: 9.00 OVERWASH CHANNEL SAND: 9.00 BURIED ACB: 8.00 WIDTH = 4 FT SIDE SLOPE 4:1 4 INCH ACB 240 SF ± 4 INCH ACB 170 SF ± OVERWASH CHANNEL EDGE SAND: 9.00 ACB: 9.00 REMOVE FENCE ALONG INSIDE OF HEADWALL & REMOUNT FENCE ON OUTSIDE OF HEADWALL SPLIT RAIL FENCE 8 FT SPLIT RAIL FENCE 25 FT Re v i s i o n s Ap p r . Re v . D a t e B y D e s c r i p t i o n 1 2 3 4 5 6 7 SI T E P L A N PA I N E ' S C R E E K B A N K S T A B I L I Z A T I O N PE R M I T T I N G P L A N S BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : 4C - Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Fe b r u a r y 2 2 , 2 0 2 2 To w n o f B r e w s t e r 21 9 8 M a i n S t r e e t Br e w s t e r , M A Ph o n e : (5 0 8 ) 8 9 6 - 3 7 0 1 Fa x : - - 4 521119of la s t m o d i f i e d : 0 2 / 2 2 / 2 4 p r i n t e d : 0 2 / 2 2 / 2 4 b y e h H: \ P r o j e c t s \ 2 0 2 1 \ 2 1 1 1 9 B r e w s t e r P a i n e s C r e e k \ D r a w i n g s \ 2 1 1 1 9 S T . d w g ## # # # # # # # # # # ## # # # # # # # # # # ## # # # # # # # # # # ## # # # # # # # # # # ## # # # # # # # # # # ## # # # # # # # # # # ## # # # # # # # # # # (in feet) GRAPHIC SCALE 010 5 10 20 40 1 INCH = 10 FEET Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : Su s t a i n a b l e E n v i r o n m e n t a l S o l u t i o n s ww w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . LEGEND: EDGE OF PAVEMENT PATHWAY LIMIT OF WORK STONE ROCK FE B R U A R Y 2 2 , 2 0 2 4 EW H EW H R A C / N P 6 INCH ARTICULATED CONCRETE BLOCK (ACB) 4 INCH ARTICULATED CONCRETE BLOCK (ACB) PLANTING AREA FENCE - WOOD REVETMENT STONE CONSTRUCTION NOTES 1. REMOVE EXISTING RIP RAP AND FABRIC FROM AREAS INDICATED. 2. INSTALL ACB MAT. 3. REPLACE STONES AS A TIGHTLY FITTED REVETMENT. SUPPLEMENT WITH STONE FROM OTHER AREAS OF SITE AS DIRECTED BY TOWN. 4. INFILL SAND. RESOURCE AREA IMPACTS TOTAL PROJECT LIMIT OF WORK: 6,750 SF 1. SALT MARSH:0 SF 2. COASTAL BEACH:0 SF 3. COASTAL DUNE:6,245 SF 4.LAND UNDER THE OCEAN/ LAND CONTAINING SHELLFISH: 505 SF 5. RIVERFRONT AREA:6,750 SF 6.LAND SUBJECT TO COASTAL STORM FLOWAGE:6,750 SF HARD SCAPE AREAS EXISTING PROPOSED (LOW) CULVERT: 1,150 SF 1,150 SF REVETMENT STONE: 710 SF 10,030 SF* ACBs (BURRIED): 0 SF 4,100 SF TOTAL: 1,860 SF 15,280 SF *ADDITIONAL STONE PROVIDED FROM ELSEWHERE ON THE SITE (OUTSIDE LOW) AS REQUESTED BY CZM DURING PRE-PERMITTING MEETING. PERMITTING SET ONLY NOT FOR CONSTRUCTION OVERWASH CHANNEL NOT TO SCALE DEPTH = 1 FT 4 FT NOTE: ADJUST SIDESLOPE AS NECESSARY TO MEET EXISTING GRADE. MAX. SLOPE = 2:1 PER GRADING PLAN OR TO MATCH EXISTING GRADE APPROVED NATIVE MATERIAL SEE ACB INSTALLATION DETAIL 41 SAND, REPLENISH AS NEEDED REVETMENT WASHER REVETMENT CABLE SLEEVE REVETMENT CABLE NOTE: ANGLE MATS WILL BE CONSTRUCTED BY OMITTING THE REQUIRED UNITS SO THE REQUIRED MAT DIMENSIONS CAN BE OBTAINED. ANGLE MAT REGULAR MAT 2 UNIT MIN. 1 1 ARTICULATED CONCRETE BLOCK MATCOLD PATCH ASPHALT APPROVED SUBGRADE GEOTEXTILE (TURN ENDS UP) 1 X 1 1 APPROVED SUBGRADE ARTICULATED CONCRETE BLOCK MAT GEOTEXTILE (TURN ENDS UP) 1 2 UNIT MIN. 2 ARTICULATED CONCRETE BLOCK MAT BACKFILL (SEE SPECS) OR BOULDERS (SEE TOE TERMINATION DETAIL) APPROVED SUBGRADE GEOTEXTILE (TURN ENDS UP) VARIES VARIES END SIDE TOP 4 OR 6 INCHES 4 OR 6 INCHES PLAN CABLE CABLE SECURE WITH DUCKBILL ANCHORS REVETMENT CABLE GEOTEXTILE ARTICULATED CONCRETE BLOCK MAT DUCKBILL ANCHOR (SEE SPECS) DUCKBILL ANCHOR (SEE SPECS) ACB MAT TERMINATION AT ASPHALT NOT TO SCALE TOE TERMINATION NOT TO SCALE FLANK TERMINATION NOT TO SCALE TYP. BLOCK NOT TO SCALE TYP. ANGLE MAT NOT TO SCALE TYP. MAT TO MAT NOT TO SCALE 2 UNIT MIN. ACB MAT PLANTING NOT TO SCALE PLAN ARTICULATED CONCRETE BLOCK MAT APPROVED SUBGRADE SECTION PLUGS IN CONCRETE BLOCK OPENINGS PLUGS IN CONCRETE BLOCK OPENINGS BOULDER (WHERE SHOWN ON PLANS) PLANTING NOTE: PLANTING TO INCLUDE AMERICAN BEACH GRASS AND SPARTINA BASED ON HYDROLOGIC REGIME. FINAL PLANT SPECIES TO BE DETERMINED AT FINAL DESIGN. DUCKBILL ANCHOR WITH PLATE 4" COMPACTED GRAVEL SAND INFILL 1 X ARTICULATED CONCRETE BLOCK MAT GEOTEXTILE (TURN ENDS UP) REVETMENT STONE ON ACB MAT NOT TO SCALE REUSED RIP RAP GEOGRID 4" COMPACTED GRAVEL APPROVED SUBGRADE GEOGRID 6" Re v i s i o n s Ap p r . Re v . D a t e B y D e s c r i p t i o n 1 2 3 4 5 6 7 FE B R U A R Y 2 2 , 2 0 2 4 EW H EW H R A C / N P DE T A I L S PA I N E ' S C R E E K B A N K S T A B I L I Z A T I O N PE R M I T T I N G P L A N S BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Fe b r u a r y 2 2 , 2 0 2 2 To w n o f B r e w s t e r 21 9 8 M a i n S t r e e t Br e w s t e r , M A Ph o n e : (5 0 8 ) 8 9 6 - 3 7 0 1 Fa x : - - 5 521119of la s t m o d i f i e d : 0 2 / 2 2 / 2 4 p r i n t e d : 0 2 / 2 2 / 2 4 b y e h H: \ P r o j e c t s \ 2 0 2 1 \ 2 1 1 1 9 B r e w s t e r P a i n e s C r e e k \ D r a w i n g s \ 2 1 1 1 9 S T . d w g 5C - Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : Su s t a i n a b l e E n v i r o n m e n t a l S o l u t i o n s ww w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION J.M. O'REILLY & ASSOCIATES, INC. PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES Site Development • Property Line • Subdivision • Sanitary • Land Court • Environmental Permitting March 18, 2024 J M O-9042 Brewster Conservation Commission 1657 Main Street Brewster, MA 02631 RE: NOTICE OF INTENT — PROPOSED SINGLE FAMILY DWELLING 8 Marshview Lane, Brewster, MA Assessor's Map 127, Parcel 14 Owner: The Stacy Pagos Haller Living Trust, Stacy Pagos Haller, Trustee Dear Commission Members, On behalf of our client, Stacey Pagos Haller, J.M. O'REILLY & ASSOCIATES INC., is submitting the enclosed information regarding the proposed single family dwelling at the above referenced address. The additional information is a result of our initial meeting with the Commission on March 12th. The supplemental information being provided is as follows: 1. Revised Site Plan a. The Plan shows the 100 -foot Buffer from the Salt marsh b. The Plan provides notation of the boulders for the 50 -foot Buffer. 2. Revised Landscape Plan a. The plan shows the addition of five (5) River Birch on the wetland side of the dwelling. b. The plan shows the two swales being planted out with proper native plant species. As requested by the Commission we have also outlined the performance standards for the salt marsh and coastal bank as the resource standards set forth in the local wetland regulations. The performance standards are as flows: Brewster By -Law - Section 2.06 — SALT MARSHES - Sub -section (3) Performance Standards: Any activity which is allowed under a variance granted pursuant to Section 5.01 of these regulations on a salt marsh or within 100 feet of a salt marsh shall comply with the following regulations: a) A proposed project in a salt marsh, on lands within 100 feet of a salt marsh, or in a body of water adjacent to a salt marsh shall not destroy any portion of the salt marsh and shall not have an adverse effect on the productivity of the salt marsh. Alterations in growth, distribution and composition of salt marsh vegetation shall be considered in evaluating adverse effects on productivity. • The project provides an 80 foot buffer from the limit of work to the edge of the Salt Marsh. 1573 MAIN STREET, P.O. BOX 1773, BREWSTER, NIA 02631 • PHONE: (5o8) 896-6601 • FAX: (508) 896-6602 WWW.JMOREILLYASSOC.COM 2 • The existing native vegetated buffer will continue to protect the Salt Marsh. The existing vegetation will continue to filter out and protect the Salt Marsh from impact. • The project does not create any new direct discharge to the Salt Marsh. • Pre and Post peak flows have been designed to continue to provide stormwater runoff stormwater to the all the northern wetland resources, while not worsening the situation with the construction of the dwelling. b) Notwithstanding the provisions of Section 2.05 ( 3) (a), a small project within a salt marsh, such as an elevated walkway or other structure which has no adverse effects other than blocking sunlight from the underlying vegetation for a portion of each day, may be permitted if such a project complies with all other applicable requirements of these regulations. • Not Applicable — No work is proposed within the Salt Marsh Resource. c) Notwithstanding the provisions of Section 2.06 ( 2) and ( 3) a project which will restore or rehabilitate a salt marsh, or create a salt marsh, may be permitted; provided, however, that the section shall not be construed to allow the alteration of one salt marsh on a given site by (or contingent upon) the creation of another. • Not Applicable — No work is proposed to rehabilitate or alter the Salt Marsh resource. Brewster By -Law - Section 2.05 — Coastal Bank - Sub -section (3) Performance Standards: Any activity which is allowed under a variance granted pursuant to Section 5.01 of these regulations on a coastal bank or within 100 feet of a coastal bank shall comply with the following regulations: a) No new bulkhead, revetment, seawall, groin or other coastal engineering structure shall be permitted on a coastal bank except that a coastal engineering structure may be permitted when required, to prevent storm damage to buildings constructed prior to the effective date of these regulations, or constructed pursuant to a Notice of Intent filed prior to the effective date of these regulations, including reconstructions of such buildings subsequent to the effective date of these regulations, provided that the following requirements are met: 1. a coastal engineering structure or a modification thereto shall be designed and constructed so as to minimize, using best available measures, adverse effects on adjacent or nearby coastal beaches due to changes in wave action, and 2. the applicant demonstrates that no method of protecting the building other than the proposed coastal engineering structure is feasible. 3. protective planting designed to reduce erosion may be permitted. • Not Applicable: The project does not propose any bulkhead or revetment along Coastal Bank. b) Any project on a coastal bank or within 100 feet landward of the top of a coastal bank, other than a structure permitted by Section 2.05 (3) (a), shall not have an adverse effect due to wave action or the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action. PAGOS-HALLER 8 MARSHVIEW LANE BREWSTER, MA SUPPLEMENTAL INFORMATION PACKAGE MARCH 18, 2024 JMO-9042 3 • Not Applicable — Coastal Bank is not a sediment source to a coastal beach or land subject to tidal action. If the Bank does become a sediment source, the proposed alterations on the property will not adversely impact the Bank. c) The Permit and the Certificate of Compliance for any new building within 100 feet landward of the top of a coastal bank permitted by the conservation commission under this By-law shall contain the specific condition: Section 2.05 of the Wetlands Regulation, promulgated under the Brewster Wetlands Protection By-law, requires that no coastal engineering structure, such as a bulkhead, revetment, or seawall shall be permitted on an eroding bank at any time in the future to protect the project allowed by this Permit. • The Applicant has no issue with the prohibition of a future coastal engineering structure on the parcel as a condition of approval. When a coastal bank is determined to be significant to storm damage prevention or flood control because it is a vertical buffer to storm waters, the following regulations shall apply: d) Any project on such a coastal bank or within 100 feet landward of the top of such coastal bank shall have no adverse effects on the stability of the coastal bank. • As proposed, the protect will not have an adverse impact to the stability of the Bank and the Bank's ability to provide storm damage prevention. We look forward to meeting with the Commission again on the 26th of March. Please contact my office directly if you have any questions or need any additional information. Yours truly, J.M. O'REILLY & ASSOCIATES, INC. John M. O'Reilly, P.E., P.L.S. Principal CC: Client MA DEP NHESP MA Historical Commission PAGOS-HALLER 8 MARSHVIEW LANE BREWSTER, MA SUPPLEMENTAL INFORMATION PACKAGE MARCH 18, 2024 JMO-9042 J.M. O'Reilly & Associates, Inc. Engineering & Land Surveying Services 1573 Main Street, 2nd Floor, P.O. Box 1773 Brewster, MA 02631 (508) 896-6601 Fax (508) 896-6602 LETTER OF TRANSMITTAL TO:DATE:JOB NUMBER: REGARDING: COPIES DATE DESCRIPTION For review and comment:For approval: REMARKS: From: If enclosures are not as noted, kindly notify us at once Shipping Method: Regular Mail Certified Mail Express Mail UPS Federal Express As Requested:For your use: Hand Deliver Pick UpPriority Mail Haller Residence 8 Marshview Lane Brewster MA Landscape Submission Plan 03/18/24 Prepared By: List of Drawings: Set RevisionDate L1.0 Materials & Grading Plan 03/18/24 L2.0 Planting Plan 03/18/24 D1.0 Planting Schedule Details & Notes 03/18/24 Mulcahy Design Group Landscape Architecture 774.272.2074 mulcahydesigngroup@gmail.com mulcahydesigngroup.com r ([ 0 ..„. j[.._t-0.7 ▪ � , r 12 �� �� r-,r-+�'►-r 4,� I /� ' — r'r �] itK, l/ • o �J zr C % -/______• / • I i t? -47_...-- rr r2-47...,-.- 1 r ii wl"-- r 50 FROMTOT OF • ---- COASTAL� y r 1" — rr • A101YJ111}C STOW STEPS • IATURAL STOLE RETAR1N2 WALL / J • • • • • -r PLANT ``-- / 200' T �Ir erg • • • • • • • • • ^" ••••••• • LMT of WORX • ! 100 FROM TOT OF COASTAL BALK • • • 1-- • • (.,...P ERTY LAE -H 341 LNRT or WOK NL , i � �1 i'� 1 ,1 1 1 . ) 0 i ',// \ i% , II� ""'t .5--... We 7 —_ "TOP OF • etieta u ' f r i / COnsTnL 6ux 1 _ i + ��.r" 1 - -- / % / -t / • // // ---1--/ \\ \ • • � \� 1V \ 71-\ CRUSHED NATIVE 5TCTE rAn ?NTH STEEL LMLSCAFE .- EDGE r r` •••• TLhAL STONE WALR. DRY 5EY. ' v F.G. BEgOH FL'?bA MP\ 5 \ • I' ovr[•10OR RISE STATION. irk DRY SET STOLE PAYERS • II I UU7.EPERTM_\ I I COCOLE. ArROY I' �..... LAWN r • AS........... -........ LA4N • r � IT Of WORK STRUCTURAL STEEL REPFORCEDCO MTE RETAINIC WALL TW:35A LAWN IATIlE rEA-5T07 -. ENTRY DRNIE C ~� CQ1.11E EDGE . CODDLE ArRON Edge of pavemen • • -SO FRG..I TOP OF COASTAL 0ANx --ft 227 •(;'-'BE rRorisrr 1. -3 FROM TOP OF , COASTAL SANX t1 30 0 10 20 30 feet SCALE: r =10' EASE INFORMATION PAC/VIDEO ST: J.M. 013.10 • Mot 107 M.7, SOW. Brewster MA Mulcahy Design Group Landscape Architecture 774272.2074 rnulcehydest groupggmal.coo, rrwleehydes'gngroup.corn n MN q off' eowr.e,aC01113w rnnc°n 111[11 ceu..m. ..iun. crun VLOSO «u.Ctl, s. x.icr Date: 03/18/24 Revisions: Nun Data DescripAon Der Residence 8 Marshview Lane, Brewster MA Drawn By: TM Materials & Grading Plan North: Scale: 1°=10r-0° Sheet: L1.0 ata l I !--7 Zoe, l ~�lti r.l�� . ® f .`. Coastal Bank �_ Top ti !) 14 / .r. l 141. I m 't. 4..3-P4u...el .....- / / • l L2-4-1.----; l • �— I LJ- .......... /L7— • - (13) 0P • /la!, r / 50 FROM TOP OF • COASTAL 8N1( _ 1 • • • • • • • • i • E73511 G VEGETATION 5 ..V 2.5-3' I* • DJ5TING TREE • • TO005023.TYf. • VD 3-4' IR l • r r /.r • 1M FROM TOf OF COASTAL DNX. 02)523102 YEGETATION • (5) RC -A • _• / 3-4 ht • • • VD 3-4' M • • • • 3' lit. 2.53' /It • • it \ I mo /1 )1 (_ ®o /f -. -- / ` �j / / 1 L/7 �veg-a�ea'�, -r-, / , Sage �' -'- ....... ,:,..„../.(/ •�/ I �`` F - ---._ _— -1 i �\ t. — // i� \ \ ` r r �O FROM 707'of 1 • \ \ 3-4' ' r r r ....... • COASTAL 042 - 1'- • �a— j— ....�. ��.�.�� -- ' \-7--\-- 22 ---- 8'-10' HT G 3' Ht.— -•— C. • TRV TADON TOLERANT FE5CDELANN I EGSTRG TREE TO BE REMbI'FA. TYP. --- -2' Ht.l (27) 511. I gal ` E I ... I5TNEORCA.C41T--- - l FESCUE LAWN (I MG. 2' Ht. lc -8c 34 (4) H1.1 -E9 2.5-3' M (47) DP I gal. (11) 721 9''. (19) NP 2 gal. MIN l v \ • 2.53.1* 1.\ — (9) 111 1 gal. f � _ Y1\ 8N 8'-10' HT E%15111G VEGETATION E)05TPG TREE \TO00MASI. TYf 8'-10' HT . 4 IIM-ES Edge of Pave • 3.4' ht EQ5TPG r. VEGETATION ELISTRG TREE TO REMAtt 18' OAK o 44 TREES TO BE REMOVED WITHIN THE 50'-100' BUFFER THAT ARE 6"> IN DIAMETER ,1, 26.�,�, (1) BN 8' -lo- HT E)15TCG VEGETATION 1-000 FROM TOP OF' COASTAL 8N0 1p0 t (134) OP- 3uJ 0251 43 \ VEGETATION — COSTING VEGETATION COSTING VEGETATION 10 20 30 feet SCALE: 1' = 12 BASE INFORMATION PROVIDED BY: J.M.Melly &Assedetes 157 Me'n Street Bressler MA Mulcahy Design Group Landscape Architecture 774272.2074 n'nhc. ydes+959,o05550 0T.cem Inukahydes*group.com inlIVrnoMoiu.l i IGGMC11Utrl rrfH./10r A[M.Y .MOWr191lERRGIA lwJp. la man lr w as M I l lades, Mn FI`�I[0.1�Wr r 11111. .. 4f e Date: 03/18/24 Revisions: Nun. Date Deo :ipFon Haller Residence 8 Marshview Lane, Brewster MA Drawn By: TM Planting Plan North: Scale: 1°=10'47 Sheet: L2.0 Mulcahy Design Group Landscape Architecture 7742722074 rriloahydeslgngroupg^gma1.com n.4cehydeslgngroup.00m PLANT SCHEDULE CODE QTY BOTANICAL NAME TREES ea 5 SHRUBS CA a 1 -111 -ES IC -BC 10 IG-C N -W MO MP ROA 0.9 ST VD 19 6 33 6 6 33 7 11 28 21 16 GRASSES MS ML 14 Balk olgra paths swam Hydrangea rnacrophyla'Endess Summer' lex crenate 'Bennett's Compacts' Sexglobre lexglobra Compacts' Ioxsereclae Myrke9ale Myrica pensylvarica Rhododendron cetaabense 'Album' Rhododendron Vscosum Spraea tomentosa Viburnum denlatum Mscenthus silents Ibornng Light' CODE OTY BOTANICAL NAME GROUND COVERS CR 19 Coreops's roses DP 194 Dennsaedrapunctkbuk GM 7 Geranum macvklm NP 35 Nepeta x'Psrke' TM 781 45 Rudbedda luta fulg'da SH 48 Sporobolus heteroleps Conservation Plant Notes COMMON FUME River Bich MuIi-Trunk Sununerancet TM Enc&ess Summer Hydrangea Bennett's Compact Holly In*berry Holly Compact Inlierry Write/berry Sheet Gale Northern Bayberry White Catawba Rhododendron Swamp Azalea Steagxbush Aron wood Viburnum SIZE CONTAINER DETAIL 8'-10' HT 889 3' HL 2 53' ht 2.5-3' ht 3' HL 3' Ht. 4' HL 2' HL 3-4' ht 3-4' ht 2.53' ht 2' HL 34' ht Marring Light Malden Grass 10 gal. Pot B&B B&B Poi B&B Pot Pot Pot B&B B&B Pot B&B COMMON NAME SIZE CONTANER SPACING DETAIL Fuck Tickseed Hay-scentd Fern Yrld Gerruiorn Little Tardy Cainnt Black-eyed Susan Pralde Dropseed teal 1 gal. 1 gel. 2901 1 gal. 1 gal. Pot Pot Pot Pot Pot Pot 16' o.o. 30 0.0. Woo Woe. 30' o.o. T. ALL PROPOSED PLANTINGS ARE TO BE NATIVE PLANTINGS W111 -11N11 -1E RESOURCE AREA 2. ALL WORK TO BE PERFORMED 1N STRICT ACCORDANCE WITH THE DEP ORDER OF CONDITIONS IN ADDITION TO ALL LOCAL ORDINANCES. INCLUDING ANY SPECIAL CONDITION REQUESTS BY THE TOWN OF BREWSTER CONSERVATION COMMISSION 3. NO HERBICIDES. FERTILIZER OR PESTICIDES SHALL BE USED WITHIN THE NATURAL RESOURCE BUFFERS OF THE SUBJECT PROPERTY UNLESS APPROVED BY THE TOWN OF BREWSTER CONSERVATION COMMISSION 4. NO PRUNING OR VEGETATIVE CLEANING WITHIN THE NATURAL RESOURCE BUFFERS UNLESS UNDER THE DIRECTION OF THE CONSERVATION AGENT. 5. TEMPORARY IRRIGATION SYSTEM WILL BE INSTALLED FOR ALL PROPOSED PLANTINGS FOR THE FIRST 2-3 GROWING SEASONS IN ORDER FOR PLANTS TO ESTABLISH THERE SHALL NOT BE PERMANENT IRRIGATION FOR PLANTINGS MINN THE RESOURCE AREA 6. ALL PROPOSED LAWN AREAS ARE TO BE NATIVE DROUGHT TOLERANT FESCUE. SEED MIX TO BE 'BLACK BEAUTY OR PLAYERS BEST MICRO-CLO/ER SEED MIX. 7. NATIVE LAWN AREAS SHALL BE MOWED. TEMPORARY IRRIGATION SYSTEM WILL BE INSTALLED IN ORDER FOR LAWN AREAS TO ESTABLISH I1 -ERE SHALL NOT BE PERMANENT IRRIGATION FOR LAWN AREAS WITHIN THE RESOURCE AREA. B. PRIOR TO ANY WORK BEING PERFORMED. THE LANDSCAPE CONTRACTOR SHALL REQUEST AN ON SITE MEETING WITH MDG & THE CONSERVATION AGENT TO REVIEW THE ORDER OF CONDITIONS. Shrub REA10NE All DEAPA'0W (DO NOr REMOTE ANY OM ER 1'EGETAT1014 SHRUBS SHALL DE FLAMES 2' A11O7 SURRCIRDPGGRADE - %RUB5 SHALL BE TLWO AFTER SETTLEN€NT CUT NP REMO/E BIALAI FROM TOF 113 OFRDOTBALL F ROOTBALLIS riRAFTED PI fLASTG OR TCRFDYAEGRADEABLE MATERU+L REAM ENTRE nur 3' roe BARK MACH (LRLE55 OTTERMSE IVIED ON fLAHS) TEMPORARY 151TH E%CAYATEP 501 T03' ABM FRT54EDGRADE BPLKFiIL NTH RANTPG STMaARO W ROOTS/41M IRD51UR0EP SUBGRADE F UBPGSIMARDSORNIX 113 FEAT- MAN/RE BL(1D 1/3 RCM ORGNIC LOAM 1/3 BOSTRG S01 FEREM7AL A5 TER rLANBG FLAN PLANT FERENLAL AT SEITH EQUAL TOTHAT 5HCH THE rLN r wA5 ROM SIRE NURSERY GEHTLYHN° LOOSEN SOIL FROM AROIRV ROOT BALL 7TTHOUT SEYFRPG MARIR00T5 EARTH SAUCER TO COWAN 3' MULCH - TIRL *MICH 3-6 AWAY RCM BASE OF rERENTM (VOCKDOTr1YRFlri(E SAUCER AFTER MST SEAM!) EYE,AYATEME TO A DFAMETER?X WIDER THAN ROOT BALL- BPLKFLL HOLE Vl1H rLANTPG AIX AS sacra SPREAD ROOTS OVER UD'iSTURGED SIR -GRADE Perennial /ornamental 4rass 161 Ali =I I I- 4 11 L=1 -11 11-11—IL Multi stew Tree F8SE LOOP TO rROTELT TREE L4STNL our ON EAQ1 MA10R STEM d ME ALL MA= STEMS TOGEIIFR ATTACH 13 VAWEOW. MALLEABLE STEEL GUY WE WHEW air OF TREE N REEFORCED RUBBER HOSE ri1FHCABLECLAWS - S5Q. E BY MISTING TAUTLY GMYMt2ED TURISLCKLES - I PER CABLE (3) 273'x4'FIR P05T5- ATTACH GALYNI P MALLEABLE STEEL CABLE TO HIT MST ND SECURE BY =11E W51PGTAUIY-SETNGLE J-, OFr05T& (TO ENTER ll 11 ILL- GRORDAIRELMTOFTHE '1=11�IIB' III l/ Imo' SRREAPOFTIE UMW I 11 111= BRNC}E5- STAKES 511MLBE OUTOO9E OF TREE fN 11e.sJoHo ' T.I Irt(WrG fiti9NA I(UaNRIIU KFCNII Rrnxure, Ia1i«QF(e Ilr(A.r(Nn re, � �piaRras«<. Date: 03/18/24 Revisions: Num. Date Descripton Der Residence 2 8 Marshview Lane, Brewster MA Drawn By: TM Planting Schedule Details & Notes North: Scale: as noted Sheet: D1.0 Town of Brewster Code Chapter 272 Stormwater Management Permit Application Form 1. Project Location: 8 Marshview Lane FOR TOWN OFFICIAL USE ONLY TOWN CLERK RECEIVED: SWM PERMIT NUMBER ASSIGNED: Street Address Map 127, Parcel 14 Assessors Map and Parcel(s) 2. Applicant: The Stacy Pagos Haller Living Trust Cert # 227795 Deed Reference Name 1401 Aintree Drive, Rockville, MD 20850 Legal Mailing Address 240-499-4487 stacyph@aol.com Phone Number Email Address 3. Property Owner (if different than Applicant): Same Name Legal Mailing Address Phone Number Email Address 4. Professional Representative: John O'Reilly, P.E., P.L.S. (J.M. O'Reilly & Associates, Inc.) Name P.O. Box 1773, Brewster, MA 02631 Legal Mailing Address 508-896-6601 joreilly@a imoreillyassoc.com Phone Number Email Address Brewster Stormwater Management Permit Application Form Approved 2/23/ 2022 Rev. 06/22/2022 Page 1 of 2 5. Type of Application (Check as applicable): Minor Stormwater Permit- Any combination or series of construction or land disturbance activities that, over a two-year period, will result in a net increase in impervious area of 500 sq.ft. to 2,500 sq.ft. and/or will result in land disturbances of 10,000 sq.ft. to 20,000 sq.ft. Major Stormwater Permit- Any alteration, disturbance, development, or redevelopment that does not meet the eligibility criteria for a Minor Stormwater Permit. SWM Permit Amendment - List existing Stormwater Management permit number/ type Stormwater Management Certificate of Compliance (SMCC) Request - List relevant Stormwater Management permit number 6. Brief Project Description, including any waiver requests: The Project proposes to construct a single family dwelling on a vacant parcel. The stormwater is being handled by three facilities whc are designed for the 25 year storm. 7. Signatures: Property Owner (if different than Applicant) Date Professional Representative (as applicable) Date z,zo_zel NOTES: • Please refer to Appendix B of the Stormwater Management Regulations for detailed application submittal and supporting material requirements for Minor and Major Stormwater Management Permits, respectively. • The application fee schedule is contained in Appendix C of the Regulations. • Certain activities are exempt from review and permitting (See §272-6 of the Stormwater Management Bylaw). • if the project is located, in whole or part, within an area subject to state or local wetlands protection law, the review and permitting authority is the Brewster Conservation Commission/ Conservation Department. • No permit review shall occur nor shall review periods commence until the application is deemed complete. Brewster Stormwater Management Permit Application Form Approved 2/23/ 2022 Rev. 06/22/2022 Page 2 of 2 J.M. O'REILLY & ASSOCIATES, INC. PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES Site Development • Property Line • Subdivision • Sanitary • Land Court • Environmental Permitting STORMWATER OPERATIONS & MAINTENANCE MANUAL LOT 72 8 Marshview Lane Brewster, MA Assessors' Map 127, Parcel 14 February 21, 2024 PREPARED FOR: Stacey Pagos-Haller 1401 Aintree Drive Rockville, MD, 20850 PREPARED BY: J.M. O'REILLY & ASSOCIATES, INC. 1573 MAIN STREET P.O. BOX 1773 BREWSTER, MA 02631 508-896-6601 1573 MAIN STREET, P.O. Box 1773, BREWSTER, MA 02631 • PHONE: (508) 896-6601 • FAX: (5o8) 896-6602 WWW.JMOREILLYASSOC.COM TABLE OF CONTENTS 1. Property Description 2. Owner and Responsible Party 3. Schedule of Inspection and Maintenance of Stormwater Management Systems 4. Long Term Lawn Care & Pollution Prevention Plan 5. Emergency Spill Cleanup Plan Page 2 of 8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER OPERATIONS AND MAINTENANCE MANUAL JMO-9042 FEBRUARY 21, 2024 1. Property Description Site Conditions: Single family dwelling and driveway. Maintenance: The Owner and Responsible Party shall be responsible for operation and maintenance of the stormwater controls, as required by this Operation & Maintenance (O&M) Manual. Stormwater Systems: There are a total of three dry water quality swales, two of which provides treatment for portions of the driveway and walkways. There are a total of four stormwater subsurface leaching facilities which receive treated driveway flows from the swales, and also collect and retain roof runoff. Page 3 of 8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER OPERATIONS AND MAINTENANCE MANUAL JMO-9042 FEBRUARY 21, 2024 2. Owner and Responsible Party The owner and responsible party for all Stormwater Pollution Control tasks detailed in this Stormwater Operation & Maintenance Manual for Lot 72 —8 Marshview Lane Assessors' Map 127, Parcel 14, Brewster, MA: Owner & Operator: Stacey Pagos-Haller 1401 Aintree Drive Rockville, MD, 20850 Email: stacyph@aol.com Phone: 240-499-4487 Page 4of8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER OPERATIONS AND MAINTENANCE MANUAL JMO-9042 FEBRUARY 21, 2024 3. Schedule of Inspection and Maintenance of Stormwater Management Systems Dry Water Quality Swales The (3) dry water quality swales are to be inspected and maintained by the owner. The following responsibilities are included: • Inspections: o Inspect the swales quarterly. o Ensure the swales are operating as designed and completely draining in between storm events. o Inspect swales for subsidence, erosion, cracking or tree growth on the embankment and sediment accumulation / erosion within the swale. • Maintenance: o Remove accumulated trash, leaves debris at least monthly. o Mulch areas once per year. o Remove dead vegetation twice per year. o Prune once per year. o Replace entire soil media and all vegetation as needed. o Do not store snow in swale areas. o Check for signs of erosion and repair as needed. After removing sediment, replace any vegetation damaged during clean -out by either reseeding or re -sodding. Subsurface Leaching Facilities The (2) subsurface leaching facilities are to be inspected and maintained by the owner. The following responsibilities are included: • Inspections: o Inspect the subsurface leaching facilities at least twice per year. • Maintenance: o If inspection of leaching facility shows that it does not dewater completely within 72 hours of a storm event, the owner shall take immediate steps to restore the function of the system and shall consult a qualified stormwater professional. o Remove any trash or debris that may clog the system. o Cleaning may be done by vacuum truck. All sediment and hydrocarbons shall be properly disposed of in accordance with local, state and federal guidelines and regulations. Page 5 of 8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER OPERATIONS AND MAINTENANCE MANUAL !MO -9042 FEBRUARY 21, 2024 4. Long Term Lawn Care & Pollution Prevention Plan Description of Pollutant Sources: ■ Light vehicle traffic — residential development ■ Lawn care products Source Control Best Management Practices ■ There shall be no storage of items or materials which will be subject to the weather. ■ Good housekeeping measures shall be implemented throughout the site to keep the driveways clean of debris. Regularly sweep driveway areas as needed. The use of winter de-icing sand and salt materials shall be minimized to the maximum extent practicable. ■ Winter de-icing sand and salt materials shall be stored indoors. ■ Snow storage shall be on paved surfaces. ■ Immediately clean up any spillage on paved areas and dispose of wastes properly. Page 6 of 8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER OPERATIONS AND MAINTENANCE MANUAL JMO-9042 FEBRUARY 21, 2024 5. Emergency Spill Cleanup Plan 1. The owner of the facility shall have a designated person with overall responsibility for spill response cleanup. 2. In the event of a spill the following shall be notified: A. Brewster Fire Department (for a gasoline or hazardous material spill) B. Massachusetts D.E.P. Emergency Response C. Brewster Health Department 3. Cleanup of spills shall begin immediately. Page 7 of 8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA (508) 896-1708 911 (800) 304-1133 (508) 896-3701 ext. 1120 STORMWATER OPERATIONS AND MAINTENANCE MANUAL JMO-9042 FEBRUARY 21, 2024 Lo g Condition Inspector Initials Item Inspected Date Time Good Clean -out Needed Repair Needed Repaired Date O&M Log form records to be maintained by property manager for a minimum of three years Page 8 of 8 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER OPERATIONS AND MAINTENANCE MANUAL J MO -9042 FEBRUARY 21, 2024 J.M. O'REILLY & ASSOCIATES, INC. PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES Site Development • Property Line • Subdivision • Sanitary • Land Court • Environmental Permitting STORMWATER MANAGEMENT REPORT LOT 72 8 Marshview Lane Brewster, MA' Assessors' Map 127, Parcel 14 February 21, 2024 PREPARED FOR: The Stacy Pagos Haller Living Trust Stacy Pagos-Haller, Trustee 1401 Aintree Drive Rockville, MD, 20850 PREPARED BY: J.M. O'REILLY & ASSOCIATES, INC. 1573 MAIN STREET P.O. BOX 1773 BREWSTER, MA 02631 508-896-6601 John O'Reilly, P.E., P.L.S. J.M. O'REILLY & ASSOCIATES, INC. 1573 MAIN STREET, P.O. Box '773, BREWSTER, MA 02631 • PHONE: (508) 896-6601 • FAX: (508) 896-6602 WWW.JMOREILLYASSOC.COM TABLE OF CONTENTS 1. Property Description 2. Stormwater Management Plan Overview 3. Erosion Control Plan 4. Massachusetts Stormwater Management Design Standards 5. APPENDICES APPENDIX A— Pre -Development Watershed Plan and HydroCAD Report APPENDIX B — Post -Development Watershed Plan and HydroCAD Report APPENDIX C - TSS Removal Calculation Sheets Page 2 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT 1MO-9042 FEBRUARY 21, 2024 1. Property Description Lot Area: 99,575 SF+/ - Parcel Improvements: The site is to be developed with a single-family dwelling and driveway. Wetlands: The parcel contains multiple wetland resources adjacent to the area of the parcel proposed to be improved with a single family dwelling. Soils: The NRCS Soil Survey places the parcel within the soil unit 252C Soil, Carver Coarse Sand. The soil testing completed for the sewage system design, encountered a dense silt loam (firm) over a layer of medium to coarse sand (C2 layers). Groundwater: Groundwater elevation was estimated to be at approximately EL = 10, as outlined in the Cape Cod Commission Groundwater Contour Map (GIS System). The soil testing did not encounter water down to a depth of 16 feet below grade (EI=16.8+/-). Zone 11: The parcel is not located within a Zone II Groundwater Recharge mapped area. Topography: The topography is sloping from the road down to the edge of a vegetated wetland. Site Conditions: The existing lot is vacant woodlands directly adjacent to Marshview Lane. Page 3 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 2. Stormwater Management Plan Overview Stormwater management controls are proposed for the portion of the property that is to be developed. The area of land to be developed is 42,320 SF+/- and is adjacent to a large, vegetated wetland resource on the southern portion of the parcel. The subject parcel also is subject to coastal storm flowage, (BFE=14). The area includes all land within the proposed limit of work up to the property boundary of Marshview Lane. The remaining portion of the property is outside of the limit of work and will remain natural. The proposed post -development stormwater management plan consists of three dry water quality swales to provide initial treatment of driveway runoff. The swales are then connected to two leaching facilities. The roof area is being served by two independent leaching pits which will be connected to the gutter and down spout system of the proposed dwelling. The Existing and Proposed Watershed Plans in Appendix A and Appendix B for delineations of the site's subcatchment areas. Due to the topography of the parcel and the location of the vegetated wetland as a receptor, all drainage facilities are sized on the 100 -year storm event, (8.5 inches per event). • Subcatchment 1 consists of the easterly portion of the property. The area includes the driveway/parking, walkway and a portion of the landscape area on the southeast side of the dwelling. Stormwater runoff associated with the driveway and walkway is directed to a small gutter inlet structure which then overflows into the dry water quality swale #1. The swale will be constructed using sand as a base then covered with 4 inches of loam, refer to the Plan. The swale will include an overflow inlet to the subsurface leaching facility. The swale is sized for the containment of the 1" rainfall event from the driveway area. • Subcatchment 2 consists of the remaining southern portion of the lawn area (running west to the LOW line) and the proposed circular driveway with walkway. The area includes two dry water quality swales and a subsurface leaching facility. Stormwater runoff associated with the driveway and walkway is directed to dry water quality swale #2, within the circular portion of the driveway. The swale will include an overflow inlet to the subsurface leaching facility. The swale is sized for the containment of the 1" rainfall event from the driveway area. o The remaining yard area is addressed with a shallow dry water quality swale, adjacent to the edge of the lawn and limit of work line. The swale is to be 6 inches deep and will act as a low point to the area for the collection of stormwater at the surface. The shallow swale will be equipped with an overflow inlet to the subsurface leaching facility. • Subcatchment 3 consists of the subsurface leaching facilities for the roof area. The roof area is being connected to the leaching drywells by a gutter and downspout system. Each of the drywelis will serve half of the roof area of the proposed dwelling. As shown in the HydroCAD Modeling report, the proposed stormwater controls will reduce the site -wide peak discharge rate for the 2-, 10-, 25- and 100 -year storms. The site -wide post -development 100 -year storm peak discharge rate relative to pre -development conditions has decreased from 0.70 CFS to 0.24 Page 4 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 CFS. The 0.24 CFS discharge rate is for the remaining portions of the parcel, including the rear portion of the dwelling (beyond the roof line). The discharge rates for each of the storm events have been outlined in Table 1, as shown below. Table 1: Peak Discharge Comparison Storm Event (year) Discharge Point — Vegetated Wetland Pre-Dev. (ft3/sec) Post-Dev. (ft3/sec) 2 0 0 10 0.02 0 25 0.14 0.02 100 0.70 0.24 Note: HydroCAD modeling includes time of concentration (Tc) and other factors in determining peak discharge rate. For HydroCAD modeling analysis of the stormwater systems, the following methods and assumptions were used: • Simple Dynamic • Rawls Rate of 8.27 in/hr for sands within the subsoil layers for subsurface leaching galleys. • Rawls Rate of 2.41 in/hr for the loamy sands in the upper soil layers for dry water quality swales. The proposed stormwater controls for the driveway and walkway areas also meet the minimum 90% Total Suspended Solids (TSS) removal requirements of the Town of Brewster Stormwater Management Bylaw, as shown in Appendix C: TSS Removal Sheets. Page 5 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 3. Erosion Control Plan - Temporary Siltation Barrier & Silt Socks Prior to start of construction, the following steps shall be taken to address erosion: • Contractor shall coordinate the driveway access curb cut with the Brewster Department of Public Works. • The erosion controls shall include a row of staked 9 -inch straw wattles backup by a silt fence surrounding the down gradient areas to be disturbed (limit of work). Erosion controls shall be installed around all areas of disturbance. Refer to Plans for wattle locations and details. • Once the driveway stormwater systems are installed, a row of staked 9 -inch straw wattles shall be set surrounding each of the swales, to prevent silt and debris from clogging and/or damaging the dry water quality swales and subsurface leaching facilities. • The erosion controls shall be monitored and corrected during the entire construction phase and until the site has been stabilized with ground cover and/or landscape mulch. • Contractor shall be required to provide extra siltation controls in case a repair is needed to the straw wattles. The Stormwater Operations and Maintenance Plan is included as a separate document in order to address the long-term maintenance of the stormwater systems. Page 6 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 4. Massachusetts Stormwater Management Design Standards The following is a description of how the proposed project meets the Massachusetts Stormwater Handbook design standards. Standard 1: No new untreated discharges: This standard is met since there are no new untreated stormwater discharges proposed. See Standards 4- 6 calculations. Standard 2: Maintain Pre -development peak discharge rate: This standard has been met. As shown in the HydroCAD Modeling report, the proposed stormwater controls will reduce the site -wide peak discharge rate for the 2-, 10-, 25- and 100 -year storms. The site - wide post -development 100 -year storm peak discharge rate relative to pre -development conditions has decreased from 0.70 CFS to 0.13 CFS. The discharge rates for each of the three individual discharge points have also decreased relative to pre -development conditions, as shown on Table 1 in the Stormwater Management Plan Overview section. Standard 3: Groundwater Recharge: This standard is met. The proposed stormwater management systems are sized so that the total recharge volume provided exceeds the minimum groundwater recharge volume specified in the handbook and the proposed stormwater recharge galleys will drawdown within 72 hours of a storm event. In accordance with the MA Stormwater Manual, the required recharge volume factor (F) required across the impervious area (A) is 0.6 inches per hour for hydraulic soil group A soils. Coarse Sand (Rawls Rate: 8.27 inches per hour) has been used in the sizing of the stormwater recharge galleys. Refer to the HydroCAD Stormwater Modeling Report in Appendix. The required recharge volume is calculated based on the total pavement and roof areas on site. Dry Water Quality Swale #1: • Required Recharge Volume R„ = F x A = (0.6 in)(1 ft/12 in)(1,985 sf) = 99 cf (driveway and walkway) • Recharge Storage Provided (Swale Capacity) = 247 cf > 99 cf • The drawdown for the subsurface leaching facilities for the driveway/patio and roof runoff is 24 hours < 72 hour maximum allowance. Dry Water Quality Swale #2: • Required Recharge Volume R„ = F x A = (0.6 in)(1 ft/12 in)(1,158 sf) = 58 cf (driveway and walkway) • Recharge Storage Provided (Swale Capacity) = 229 cf > 58 cf • The drawdown for the subsurface leaching facilities for the driveway/patio and roof runoff is 24 hours < 72 hour maximum allowance. Roof Runoff: • Required Recharge Volume R„ = F x A = (0.6 in)(1 ft/12 in)(2,560 sf) = 128 cf (roof area only) • Recharge Storage Provided (Swale Capacity) = 532 cf > 128 cf Page 7 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 • The drawdown for the subsurface leaching facilities for the driveway/patio and roof runoff is 24 hours < 72 hour maximum allowance. Standard 4: Water Quality: This standard has been met. The roof runoff stormwater system will remove 80% of the annual load of Total Suspended Solids (TSS) via subsurface leaching facilities. Driveway area stormwater controls will remove 94% of TSS with the dry water quality swales followed by leaching facilities. TSS removal calculation tables for roadway and roof runoff are included in the Appendix. In accordance with the MA Stormwater Manual, the required water quality depth (Dwq) across the impervious area (A) is 1.0 inches per hour in areas containing soils with rapid infiltration rate greater than 2.4 in/hr. The required water quality volume is based on the total pavement area on site. Dry Water Quality Swale #1: • Required Water Quality Volume VWg=DWgxA= (1.0 in)(1 ft/12 in)(1,985 sf)=165 cf (driveway & walkway) • Water Quality Storage Provided = 247 cf > 165 cf Dry Water Quality Swale #2: • Required Water Quality Volume V,.,g = Dwq x A = (1.0 in)(1 ft/12 in)(1,158 sf) = 96.5 cf (driveway and walkway) • Water Quality Storage Provided = 229 cf > 96.5 cf Standard 5: Land uses with higher potential pollutant loads: This standard has been met. The proposed use is a single-family residence. Standard 6: Stormwater discharges within Zone 11 or Interim Wellhead protection area of a public water supply and stormwater discharges near or to any critical area. This standard has been met. Not applicable as the site is not within a Zone 2 contributory area, however the 1 inch Required Water Quality Volume for discharges within an area with a rapid percolation rate (>2.4 in/hr) has been met, see Standard 4 calculations. Standard 7: Redevelopment: This standard is not applicable, the project is a new development. Standard 8: Construction Erosion Control Plan: The project is subject to the proposed Erosion Control Plan as described in this report. Straw wattles and erosion control blankets shall be implemented as required to mitigate soil erosion. Standard 9: Long Term Operation and Maintenance Plan: A long-term O&M plan has been submitted with this report, refer to Stormwater Operation and Maintenance Manual. The property owner will operate and maintain the stormwater systems. Standard 10: Illicit Discharges: This standard is met since there are no illicit discharges at this site and no illicit discharges proposed. Page 8 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 APPENDICES Page 9 of 9 PAGOS-HALLER ASSESSORS' MAP 127, PARCEL 14 8 MARSHVIEW LANE, BREWSTER, MA STORMWATER MANAGEMENT REPORT JMO-9042 FEBRUARY 21, 2024 V INSTRUCTIONS: 1. In BMP Column, click on Blue Cell to Activate Drop Down Menu 2. Select BMP from Drop Down Menu 3. After BMP is selected, TSS Removal and other Columns are automatic ally completed. TSS Remov a i N O 0 z co Location: B BMP1 Roof Runoff C TSS Removal Rat e1 D Starting TSS Load* E Amount Remov ed (C*D) Versio n 1, Aut om ated: Mar. 4, 2008 F Remaining Load (D -E) Subs urface Infiltra tio n Structure 0 .80 0.00 0. 00 0. 00 0. 00 1.00 0 .20 0 .20 0.20 0.20 0.80 0 .00 0.00 0 .00 0.00 0.20 0 .20 0 .20 0.20 0 .20 Project: Prepared By: Date : Non -automated TSS Calculation Sheet must be used if Proprietary BMP Proposed 1. From MassDEP Stormwater Handbook Vol. 1 Total TSS Removal = PA GOS HALLER JM O 2/14/2024 80 % S eparate F orm Needs to be Completed for Each Outlet or BMP Train *Equals remaining load from previous BMP (E) which e nters the BMP Mass. Dept. of Envir onme nt al Pr otecti on V INSTRUCTIONS: 1. In BMP Column, click on Blue CeII to Activat e Drop Down Menu 2. Select BMP from Drop Down Menu 3. After BMP is selected, TSS Removal and other Columns are automatically completed . TSS Remo va Location: B BMP1 Watershed #1 & #2 Driveway and Landscape Area C TSS Removal Rat e1 D Starting TSS Load* E Amount Remov ed (C*D) Version 1, Automated: Mar. 4, 2008 F Remaining Load (D -E) Water Quality Swale - Dry Subsurfac e Infiltratio n Structure 0.70 0.80 0.00 0.00 0.00 1.00 0.30 0.06 0.06 0.06 0 .70 0 .24 1 0 .00 0.00 0.00 0 .30 0.06 0.06 0 .06 L 0.06 1 Project: Prepared By: Date: Non -automated TSS Calculation Sheet must be used if Proprietary BMP Proposed 1. From M assDEP Stormwater Handbook Vol. 1 Total TSS Removal = PAG OS-HALLER JMO 2/14/2024 94% Separate Form Needs to be Completed for Each Outlet or BMP Train *Equals remaining lo ad from previous BMP (E) which enters the B MP Mass . Dept. of Environme ntal Protection BY: JMO JOB NUMBER: JMO-9042 Salt Marsh PROPOSED TWO (2) 12' x 4' LEACH PIT DRYWELLS FOR ROOF RUNOFF 2'o / G:\AAJobs\PAGOS-HALLER\DWG\WATERSHED PLAN.dwg / / / / / / / / / / w CC U U w Z I � I WATER SHED PLAN LOT 74- 8 MARSHVIEW LANE- BREWSTER STACY PAGOS HALLER LIVING TRUST 0 40 80 120 SCALE 1" = 40' FEBRUARY 21, 2024 J.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 1573 Main Street, P.O. Box 1773 J.M. O'Reilly & Associates, Inc. Engineering & Land Surveying Services 1573 Main Street, 2nd Floor, P.O. Box 1773 Brewster, MA 02631 (508) 896-6601 Fax (508) 896-6602 LETTER OF TRANSMITTAL TO:DATE:JOB NUMBER: REGARDING: COPIES DATE DESCRIPTION For review and comment:For approval: REMARKS: From: If enclosures are not as noted, kindly notify us at once Shipping Method: Regular Mail Certified Mail Express Mail UPS Federal Express As Requested:For your use: Hand Deliver Pick UpPriority Mail Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key 1 ..X Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more substantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer (see page 2) that certifies that the Stormwater Report contains all required submittals.1 This Checklist is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long -Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. ' The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post -construction best management practices. 2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post -Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature JOHN M. O'REILLY CIVIL NO. 36200 F\ISM° S'S/ONALti��' Signature and -Da Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ® New development ❑ Redevelopment ❑ Mix of New Development and Redevelopment Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 2 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: ▪ No disturbance to any Wetland Resource Areas ❑ Site Design Practices (e.g. clustered development, reduced frontage setbacks) ❑ Reduced Impervious Area (Redevelopment Only) ❑ Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 ® Use of "country drainage" versus curb and gutter conveyance and pipe ❑ Bioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter • Water Quality Swale ❑ Grass Channel ❑ Green Roof Roof Runoff control by separate drywells; Water Quality Swales for driveway ® Other (describe): areas. Standard 1: No New Untreated Discharges • No new untreated discharges ❑ Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ® Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 3 of 8 Li Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ❑ Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. ❑ Evaluation provided to determine whether off -site flooding increases during the 100 -year 24 -hour storm. ® Calculations provided to show that post -development peak discharge rates do not exceed pre - development rates for the 2 -year and 10 -year 24 -hour storms. If evaluation shows that off -site flooding increases during the 100 -year 24 -hour storm, calculations are also provided to show that post -development peak discharge rates do not exceed pre -development rates for the 100 -year 24 - hour storm. Standard 3: Recharge ® Soil Analysis provided. ® Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. ® Sizing the infiltration, BMPs is based on the following method: Check the method used. ❑ Static ® Simple Dynamic ❑ Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. ® Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume. ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21 E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ❑ Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ® Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21 E site or a solid waste landfill and a mounding analysis is included. ' 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10 - year 24 -hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ❑ Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long -Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long -Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long -Term Pollution Prevention Plan. ® A Long -Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ® Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone II or Interim Wellhead Protection Area ❑ is near or to other critical areas ® is within soils with a rapid infiltration rate (greater than 2.4 inches per hour) ❑ involves runoff from land uses with higher potential pollutant loads. ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. • Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) ▪ The BMP is sized (and calculations provided) based on: • The'/2" or 1" Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. ❑ The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) ❑ The NPDES Multi -Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ❑ The NPDES Multi -Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post -construction stormwater BMPs. The NPDES Multi -Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 6 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ❑ The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: ❑ Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi -family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi -family development with a discharge to a critical area ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ❑ Redevelopment Project ❑ Redevelopment portion of mix of new and redevelopment. ❑ Certain standards are not fully met (Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. ❑ The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. ® A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ® The project is not covered by a NPDES Construction General Permit. ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ❑ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ® Name of the stormwater management system owners; ® Party responsible for operation and maintenance; ® Schedule for implementation of routine and non -routine maintenance tasks; ® Plan showing the location of all stormwater BMPs maintenance access areas; ❑ Description and delineation of public safety features; ❑ Estimated operation and maintenance budget; and ® Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: ❑ A copy of the legal instrument (deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges ® The Long -Term Pollution Prevention Plan includes measures to prevent illicit discharges; ❑ An Illicit Discharge Compliance Statement is attached; ® NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post -construction BMPs. Stormwater Check List • 04/01/08 Stormwater Report Checklist • Page 8 of 8 Post-Development 1 DRIVEWAY AREA & EASTERN FRONT LAWN AREA 1CB CB CATCH BASIN - GUTTER INLET 1P (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends 1SW Drainage Swale #1 2 FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING 2CB CB ROOF LEADER - 6" DIA ADS PIPING 2P (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends 2SW Drainage Swale #2 3 BUILDING ROOF - FRONT PORTION 3CB CB ROOF LEADER - 6" DIA ADS PIPING 4 BUILDING ROOF - REAR PORTION 5 REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK 8P One (1) - 12' x 4.0' Leach Pit 9P One (1) - 12' x 4 Leach Pit TSR Total Site Runoff Routing Diagram for 9042.POST-DEV Prepared by J M O'Reilly & Associates Inc, Printed 2/20/2024 HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Subcat Reach Pond Link 9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 2HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2-Year Type III 24-hr Default 24.00 1 3.60 2 2 10-Year Type III 24-hr Default 24.00 1 5.30 2 3 25-Year Type III 24-hr Default 24.00 1 6.50 2 4 100-Year Type III 24-hr Default 24.00 1 8.50 2 Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 3HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points x 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=4,532 sf 43.80% Impervious Runoff Depth=0.81"Subcatchment 1: DRIVEWAY AREA & Tc=6.0 min CN=65 Runoff=0.08 cfs 0.007 af Peak Elev=33.89' Inflow=0.08 cfs 0.007 afPond 1CB: CATCH BASIN - GUTTER INLET 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' Outflow=0.08 cfs 0.007 af Peak Elev=25.02' Storage=5 cf Inflow=0.08 cfs 0.007 afPond 1P: (3) 500 Gallon Leach Chambers with 3 Discarded=0.07 cfs 0.007 af Primary=0.00 cfs 0.000 af Outflow=0.07 cfs 0.007 af Peak Elev=30.00' Storage=0 cf Inflow=0.08 cfs 0.007 afPond 1SW: Drainage Swale #1 Discarded=0.00 cfs 0.000 af Primary=0.08 cfs 0.007 af Outflow=0.08 cfs 0.007 af Runoff Area=4,020 sf 28.81% Impervious Runoff Depth=0.42"Subcatchment 2: FRONT DRIVEWAY, Tc=6.0 min CN=56 Runoff=0.02 cfs 0.003 af Peak Elev=26.72' Inflow=0.10 cfs 0.008 afPond 2CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' Outflow=0.10 cfs 0.008 af Peak Elev=25.00' Storage=0 cf Inflow=0.01 cfs 0.000 afPond 2P: (2) 500 Gallon Leach Chambers with 3 Discarded=0.01 cfs 0.000 af Primary=0.00 cfs 0.000 af Outflow=0.01 cfs 0.000 af Peak Elev=32.07' Storage=3 cf Inflow=0.02 cfs 0.003 afPond 2SW: Drainage Swale #2 Discarded=0.01 cfs 0.003 af Primary=0.01 cfs 0.000 af Outflow=0.02 cfs 0.003 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=3.37"Subcatchment 3: BUILDING ROOF - Tc=6.0 min CN=98 Runoff=0.10 cfs 0.008 af Peak Elev=26.65' Inflow=0.10 cfs 0.008 afPond 3CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' Outflow=0.10 cfs 0.008 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=3.37"Subcatchment 4: BUILDING ROOF - REAR Tc=6.0 min CN=98 Runoff=0.10 cfs 0.008 af Runoff Area=31,198 sf 0.00% Impervious Runoff Depth=0.00"Subcatchment 5: REMAINING Tc=6.0 min CN=31 Runoff=0.00 cfs 0.000 af Peak Elev=21.03' Storage=68 cf Inflow=0.10 cfs 0.008 afPond 8P: One (1) - 12' x 4.0' Leach Pit Discarded=0.03 cfs 0.008 af Primary=0.00 cfs 0.000 af Outflow=0.03 cfs 0.008 af Peak Elev=21.03' Storage=68 cf Inflow=0.10 cfs 0.008 afPond 9P: One (1) - 12' x 4 Leach Pit Discarded=0.03 cfs 0.008 af Primary=0.00 cfs 0.000 af Outflow=0.03 cfs 0.008 af Inflow=0.00 cfs 0.000 afLink TSR: Total Site Runoff Primary=0.00 cfs 0.000 af Total Runoff Area = 0.971 ac Runoff Volume = 0.027 af Average Runoff Depth = 0.33" 86.52% Pervious = 0.840 ac 13.48% Impervious = 0.131 ac Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 4HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af, Depth= 0.81" Routed to Pond 1CB : CATCH BASIN - GUTTER INLET Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.60" Area (sf) CN Description * 1,985 98 Parking, HSG A 2,547 39 >75% Grass cover, Good, HSG A 4,532 65 Weighted Average 2,547 56.20% Pervious Area 1,985 43.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Type III 24-hr 2-Year Rainfall=3.60" Runoff Area=4,532 sf Runoff Volume=0.007 af Runoff Depth=0.81" Tc=6.0 min CN=65 0.08 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 5HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 0.81" for 2-Year event Inflow = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af Outflow = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Primary = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af Routed to Pond 1SW : Drainage Swale #1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 33.89' @ 12.10 hrs Device Routing Invert Outlet Devices #1 Primary 33.70'6.0" Round CATCH BASIN IN DRIVEWAY L= 30.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 33.70' / 31.50' S= 0.0733 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.08 cfs @ 12.10 hrs HW=33.89' TW=30.00' (Dynamic Tailwater) 1=CATCH BASIN IN DRIVEWAY (Inlet Controls 0.08 cfs @ 1.18 fps) Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.104 ac Peak Elev=33.89' 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' 0.08 cfs 0.08 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 6HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 0.81" for 2-Year event Inflow = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af Outflow = 0.07 cfs @ 12.16 hrs, Volume= 0.007 af, Atten= 16%, Lag= 3.4 min Discarded = 0.07 cfs @ 12.16 hrs, Volume= 0.007 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 25.02' @ 12.16 hrs Surf.Area= 363 sf Storage= 5 cf Plug-Flow detention time= 0.6 min calculated for 0.007 af (100% of inflow) Center-of-Mass det. time= 0.6 min ( 885.2 - 884.6 ) Volume Invert Avail.Storage Storage Description #1 25.00' 339 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 3 Inside #2 396 cf Overall - 3.0" Wall Thickness = 339 cf #2 25.00' 271 cf 10.83'W x 33.50'L x 2.75'H Stone 998 cf Overall - 396 cf Embedded = 602 cf x 45.0% Voids 610 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.07 cfs @ 12.16 hrs HW=25.02' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 7HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.104 ac Peak Elev=25.02' Storage=5 cf 0.08 cfs 0.07 cfs 0.07 cfs 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 8HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1SW: Drainage Swale #1 Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 0.81" for 2-Year event Inflow = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af Outflow = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 14.86 hrs, Volume= 0.000 af Primary = 0.08 cfs @ 12.10 hrs, Volume= 0.007 af Routed to Pond 1P : (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 30.00' @ 0.00 hrs Surf.Area= 93 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.0 min ( 884.6 - 884.6 ) Volume Invert Avail.Storage Storage Description #1 30.00' 247 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 30.00 93 41.5 0.0 0 0 93 31.00 189 54.1 100.0 138 138 200 31.50 246 60.4 100.0 108 247 264 Device Routing Invert Outlet Devices #1 Discarded 30.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 28.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 28.00' / 27.50' S= 0.0250 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.00 cfs @ 14.86 hrs HW=30.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 12.10 hrs HW=30.00' TW=25.02' (Dynamic Tailwater) 2=Culvert (Passes 0.00 cfs of 0.99 cfs potential flow) Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 9HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1SW: Drainage Swale #1 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.104 ac Peak Elev=30.00' Storage=0 cf 0.08 cfs 0.08 cfs 0.00 cfs 0.08 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 10HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff = 0.02 cfs @ 12.14 hrs, Volume= 0.003 af, Depth= 0.42" Routed to Pond 2SW : Drainage Swale #2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.60" Area (sf) CN Description * 1,158 98 Parking, HSG A 2,862 39 >75% Grass cover, Good, HSG A 4,020 56 Weighted Average 2,862 71.19% Pervious Area 1,158 28.81% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.025 0.024 0.023 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Type III 24-hr 2-Year Rainfall=3.60" Runoff Area=4,020 sf Runoff Volume=0.003 af Runoff Depth=0.42" Tc=6.0 min CN=56 0.02 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 11HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 3.37" for 2-Year event Inflow = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af Outflow = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min Primary = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af Routed to Pond 8P : One (1) - 12' x 4.0' Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.72' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.10 cfs @ 12.08 hrs HW=26.72' TW=20.54' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.10 cfs @ 1.25 fps) Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.029 ac Peak Elev=26.72' 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' 0.10 cfs 0.10 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 12HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 0.05" for 2-Year event Inflow = 0.01 cfs @ 12.20 hrs, Volume= 0.000 af Outflow = 0.01 cfs @ 12.21 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.7 min Discarded = 0.01 cfs @ 12.21 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 25.00' @ 12.21 hrs Surf.Area= 271 sf Storage= 0 cf Plug-Flow detention time= 0.5 min calculated for 0.000 af (100% of inflow) Center-of-Mass det. time= 0.5 min ( 754.9 - 754.4 ) Volume Invert Avail.Storage Storage Description #1 25.00' 226 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 2 Inside #2 264 cf Overall - 3.0" Wall Thickness = 226 cf #2 25.00' 216 cf 10.83'W x 25.00'L x 2.75'H Stone 745 cf Overall - 264 cf Embedded = 481 cf x 45.0% Voids 442 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.01 cfs @ 12.21 hrs HW=25.00' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 13HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Inflow Area=0.092 ac Peak Elev=25.00' Storage=0 cf 0.01 cfs 0.01 cfs 0.01 cfs 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 14HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2SW: Drainage Swale #2 Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 0.42" for 2-Year event Inflow = 0.02 cfs @ 12.14 hrs, Volume= 0.003 af Outflow = 0.02 cfs @ 12.20 hrs, Volume= 0.003 af, Atten= 9%, Lag= 3.6 min Discarded = 0.01 cfs @ 12.20 hrs, Volume= 0.003 af Primary = 0.01 cfs @ 12.20 hrs, Volume= 0.000 af Routed to Pond 2P : (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 32.07' @ 12.20 hrs Surf.Area= 45 sf Storage= 3 cf Plug-Flow detention time= 1.2 min calculated for 0.003 af (100% of inflow) Center-of-Mass det. time= 1.2 min ( 928.3 - 927.1 ) Volume Invert Avail.Storage Storage Description #1 32.00' 229 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 32.00 38 26.0 0.0 0 0 38 33.00 197 59.0 100.0 107 107 265 33.50 294 69.0 100.0 122 229 372 Device Routing Invert Outlet Devices #1 Discarded 32.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 32.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 32.00' / 29.80' S= 0.1100 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.01 cfs @ 12.20 hrs HW=32.07' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.01 cfs @ 12.20 hrs HW=32.07' TW=25.00' (Dynamic Tailwater) 2=Culvert (Inlet Controls 0.01 cfs @ 0.71 fps) Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 15HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2SW: Drainage Swale #2 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 Inflow Area=0.092 ac Peak Elev=32.07' Storage=3 cf 0.02 cfs 0.02 cfs 0.01 cfs 0.01 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 16HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af, Depth= 3.37" Routed to Pond 2CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.60" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Type III 24-hr 2-Year Rainfall=3.60" Runoff Area=1,280 sf Runoff Volume=0.008 af Runoff Depth=3.37" Tc=6.0 min CN=98 0.10 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 17HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 3.37" for 2-Year event Inflow = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af Outflow = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min Primary = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af Routed to Pond 9P : One (1) - 12' x 4 Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.65' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert X 2.00 L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.10 cfs @ 12.08 hrs HW=26.65' TW=20.54' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.10 cfs @ 1.04 fps) Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.029 ac Peak Elev=26.65' 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' 0.10 cfs 0.10 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 18HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af, Depth= 3.37" Routed to Pond 3CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.60" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Type III 24-hr 2-Year Rainfall=3.60" Runoff Area=1,280 sf Runoff Volume=0.008 af Runoff Depth=3.37" Tc=6.0 min CN=98 0.10 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 19HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Routed to Link TSR : Total Site Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.60" Area (sf) CN Description 30,250 30 Woods, Good, HSG A 948 68 <50% Grass cover, Poor, HSG A 31,198 31 Weighted Average 31,198 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 1 0 Type III 24-hr 2-Year Rainfall=3.60" Runoff Area=31,198 sf Runoff Volume=0.000 af Runoff Depth=0.00" Tc=6.0 min CN=31 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 20HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 3.37" for 2-Year event Inflow = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af Outflow = 0.03 cfs @ 12.42 hrs, Volume= 0.008 af, Atten= 72%, Lag= 20.0 min Discarded = 0.03 cfs @ 12.42 hrs, Volume= 0.008 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 21.03' @ 12.42 hrs Surf.Area= 113 sf Storage= 68 cf Plug-Flow detention time= 11.8 min calculated for 0.008 af (100% of inflow) Center-of-Mass det. time= 11.8 min ( 765.8 - 754.0 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.03 cfs @ 12.42 hrs HW=21.03' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 21HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.029 ac Peak Elev=21.03' Storage=68 cf 0.10 cfs 0.03 cfs 0.03 cfs 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 22HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 3.37" for 2-Year event Inflow = 0.10 cfs @ 12.08 hrs, Volume= 0.008 af Outflow = 0.03 cfs @ 12.42 hrs, Volume= 0.008 af, Atten= 72%, Lag= 20.0 min Discarded = 0.03 cfs @ 12.42 hrs, Volume= 0.008 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 21.03' @ 12.42 hrs Surf.Area= 113 sf Storage= 68 cf Plug-Flow detention time= 11.8 min calculated for 0.008 af (100% of inflow) Center-of-Mass det. time= 11.8 min ( 765.8 - 754.0 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.03 cfs @ 12.42 hrs HW=21.03' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 23HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.029 ac Peak Elev=21.03' Storage=68 cf 0.10 cfs 0.03 cfs 0.03 cfs 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 24HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.971 ac, 13.48% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 1 0 Inflow Area=0.971 ac 0.00 cfs 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 25HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points x 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=4,532 sf 43.80% Impervious Runoff Depth=1.86"Subcatchment 1: DRIVEWAY AREA & Tc=6.0 min CN=65 Runoff=0.22 cfs 0.016 af Peak Elev=34.04' Inflow=0.22 cfs 0.016 afPond 1CB: CATCH BASIN - GUTTER INLET 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' Outflow=0.22 cfs 0.016 af Peak Elev=25.47' Storage=105 cf Inflow=0.22 cfs 0.016 afPond 1P: (3) 500 Gallon Leach Chambers with Discarded=0.08 cfs 0.016 af Primary=0.00 cfs 0.000 af Outflow=0.08 cfs 0.016 af Peak Elev=30.00' Storage=0 cf Inflow=0.22 cfs 0.016 afPond 1SW: Drainage Swale #1 Discarded=0.00 cfs 0.000 af Primary=0.22 cfs 0.016 af Outflow=0.22 cfs 0.016 af Runoff Area=4,020 sf 28.81% Impervious Runoff Depth=1.20"Subcatchment 2: FRONT DRIVEWAY, Tc=6.0 min CN=56 Runoff=0.11 cfs 0.009 af Peak Elev=26.77' Inflow=0.15 cfs 0.012 afPond 2CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' Outflow=0.15 cfs 0.012 af Peak Elev=25.13' Storage=21 cf Inflow=0.09 cfs 0.004 afPond 2P: (2) 500 Gallon Leach Chambers with 3 Discarded=0.05 cfs 0.004 af Primary=0.00 cfs 0.000 af Outflow=0.05 cfs 0.004 af Peak Elev=32.21' Storage=10 cf Inflow=0.11 cfs 0.009 afPond 2SW: Drainage Swale #2 Discarded=0.01 cfs 0.005 af Primary=0.09 cfs 0.004 af Outflow=0.11 cfs 0.009 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=5.06"Subcatchment 3: BUILDING ROOF - Tc=6.0 min CN=98 Runoff=0.15 cfs 0.012 af Peak Elev=26.68' Inflow=0.15 cfs 0.012 afPond 3CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' Outflow=0.15 cfs 0.012 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=5.06"Subcatchment 4: BUILDING ROOF - REAR Tc=6.0 min CN=98 Runoff=0.15 cfs 0.012 af Runoff Area=31,198 sf 0.00% Impervious Runoff Depth=0.03"Subcatchment 5: REMAINING Tc=6.0 min CN=31 Runoff=0.00 cfs 0.002 af Peak Elev=21.90' Storage=126 cf Inflow=0.15 cfs 0.012 afPond 8P: One (1) - 12' x 4.0' Leach Pit Discarded=0.04 cfs 0.012 af Primary=0.00 cfs 0.000 af Outflow=0.04 cfs 0.012 af Peak Elev=21.90' Storage=126 cf Inflow=0.15 cfs 0.012 afPond 9P: One (1) - 12' x 4 Leach Pit Discarded=0.04 cfs 0.012 af Primary=0.00 cfs 0.000 af Outflow=0.04 cfs 0.012 af Inflow=0.00 cfs 0.002 afLink TSR: Total Site Runoff Primary=0.00 cfs 0.002 af Total Runoff Area = 0.971 ac Runoff Volume = 0.052 af Average Runoff Depth = 0.64" 86.52% Pervious = 0.840 ac 13.48% Impervious = 0.131 ac Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 26HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af, Depth= 1.86" Routed to Pond 1CB : CATCH BASIN - GUTTER INLET Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=5.30" Area (sf) CN Description * 1,985 98 Parking, HSG A 2,547 39 >75% Grass cover, Good, HSG A 4,532 65 Weighted Average 2,547 56.20% Pervious Area 1,985 43.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.24 0.23 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 10-Year Rainfall=5.30" Runoff Area=4,532 sf Runoff Volume=0.016 af Runoff Depth=1.86" Tc=6.0 min CN=65 0.22 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 27HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 1.86" for 10-Year event Inflow = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af Outflow = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af, Atten= 0%, Lag= 0.0 min Primary = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af Routed to Pond 1SW : Drainage Swale #1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 34.04' @ 12.09 hrs Device Routing Invert Outlet Devices #1 Primary 33.70'6.0" Round CATCH BASIN IN DRIVEWAY L= 30.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 33.70' / 31.50' S= 0.0733 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.22 cfs @ 12.09 hrs HW=34.03' TW=30.00' (Dynamic Tailwater) 1=CATCH BASIN IN DRIVEWAY (Inlet Controls 0.22 cfs @ 1.56 fps) Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.24 0.23 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.104 ac Peak Elev=34.04' 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' 0.22 cfs 0.22 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 28HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 1.86" for 10-Year event Inflow = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af Outflow = 0.08 cfs @ 12.43 hrs, Volume= 0.016 af, Atten= 64%, Lag= 20.0 min Discarded = 0.08 cfs @ 12.43 hrs, Volume= 0.016 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 25.47' @ 12.43 hrs Surf.Area= 363 sf Storage= 105 cf Plug-Flow detention time= 6.8 min calculated for 0.016 af (100% of inflow) Center-of-Mass det. time= 6.8 min ( 864.1 - 857.3 ) Volume Invert Avail.Storage Storage Description #1 25.00' 339 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 3 Inside #2 396 cf Overall - 3.0" Wall Thickness = 339 cf #2 25.00' 271 cf 10.83'W x 33.50'L x 2.75'H Stone 998 cf Overall - 396 cf Embedded = 602 cf x 45.0% Voids 610 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.08 cfs @ 12.43 hrs HW=25.47' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 29HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.104 ac Peak Elev=25.47' Storage=105 cf 0.22 cfs 0.08 cfs 0.08 cfs 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 30HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1SW: Drainage Swale #1 Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 1.86" for 10-Year event Inflow = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af Outflow = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 17.43 hrs, Volume= 0.000 af Primary = 0.22 cfs @ 12.09 hrs, Volume= 0.016 af Routed to Pond 1P : (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 30.00' @ 0.00 hrs Surf.Area= 93 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.0 min ( 857.3 - 857.3 ) Volume Invert Avail.Storage Storage Description #1 30.00' 247 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 30.00 93 41.5 0.0 0 0 93 31.00 189 54.1 100.0 138 138 200 31.50 246 60.4 100.0 108 247 264 Device Routing Invert Outlet Devices #1 Discarded 30.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 28.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 28.00' / 27.50' S= 0.0250 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.00 cfs @ 17.43 hrs HW=30.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 12.09 hrs HW=30.00' TW=25.19' (Dynamic Tailwater) 2=Culvert (Passes 0.00 cfs of 0.99 cfs potential flow) Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 31HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1SW: Drainage Swale #1 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.104 ac Peak Elev=30.00' Storage=0 cf 0.22 cfs 0.22 cfs 0.00 cfs 0.22 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 32HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff = 0.11 cfs @ 12.10 hrs, Volume= 0.009 af, Depth= 1.20" Routed to Pond 2SW : Drainage Swale #2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=5.30" Area (sf) CN Description * 1,158 98 Parking, HSG A 2,862 39 >75% Grass cover, Good, HSG A 4,020 56 Weighted Average 2,862 71.19% Pervious Area 1,158 28.81% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Type III 24-hr 10-Year Rainfall=5.30" Runoff Area=4,020 sf Runoff Volume=0.009 af Runoff Depth=1.20" Tc=6.0 min CN=56 0.11 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 33HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 5.06" for 10-Year event Inflow = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af Outflow = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af, Atten= 0%, Lag= 0.0 min Primary = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af Routed to Pond 8P : One (1) - 12' x 4.0' Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.77' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.15 cfs @ 12.08 hrs HW=26.77' TW=21.02' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.15 cfs @ 1.40 fps) Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=26.77' 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' 0.15 cfs 0.15 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 34HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 0.49" for 10-Year event Inflow = 0.09 cfs @ 12.12 hrs, Volume= 0.004 af Outflow = 0.05 cfs @ 12.30 hrs, Volume= 0.004 af, Atten= 43%, Lag= 10.4 min Discarded = 0.05 cfs @ 12.30 hrs, Volume= 0.004 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 25.13' @ 12.30 hrs Surf.Area= 271 sf Storage= 21 cf Plug-Flow detention time= 3.0 min calculated for 0.004 af (100% of inflow) Center-of-Mass det. time= 3.0 min ( 761.1 - 758.1 ) Volume Invert Avail.Storage Storage Description #1 25.00' 226 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 2 Inside #2 264 cf Overall - 3.0" Wall Thickness = 226 cf #2 25.00' 216 cf 10.83'W x 25.00'L x 2.75'H Stone 745 cf Overall - 264 cf Embedded = 481 cf x 45.0% Voids 442 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.05 cfs @ 12.30 hrs HW=25.13' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 35HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.092 ac Peak Elev=25.13' Storage=21 cf 0.09 cfs 0.05 cfs 0.05 cfs 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 36HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2SW: Drainage Swale #2 Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 1.20" for 10-Year event Inflow = 0.11 cfs @ 12.10 hrs, Volume= 0.009 af Outflow = 0.11 cfs @ 12.12 hrs, Volume= 0.009 af, Atten= 3%, Lag= 1.2 min Discarded = 0.01 cfs @ 12.12 hrs, Volume= 0.005 af Primary = 0.09 cfs @ 12.12 hrs, Volume= 0.004 af Routed to Pond 2P : (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 32.21' @ 12.12 hrs Surf.Area= 61 sf Storage= 10 cf Plug-Flow detention time= 1.6 min calculated for 0.009 af (100% of inflow) Center-of-Mass det. time= 1.6 min ( 885.4 - 883.8 ) Volume Invert Avail.Storage Storage Description #1 32.00' 229 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 32.00 38 26.0 0.0 0 0 38 33.00 197 59.0 100.0 107 107 265 33.50 294 69.0 100.0 122 229 372 Device Routing Invert Outlet Devices #1 Discarded 32.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 32.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 32.00' / 29.80' S= 0.1100 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.01 cfs @ 12.12 hrs HW=32.21' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.09 cfs @ 12.12 hrs HW=32.21' TW=25.06' (Dynamic Tailwater) 2=Culvert (Inlet Controls 0.09 cfs @ 1.22 fps) Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 37HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2SW: Drainage Swale #2 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.092 ac Peak Elev=32.21' Storage=10 cf 0.11 cfs 0.11 cfs 0.01 cfs 0.09 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 38HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af, Depth= 5.06" Routed to Pond 2CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=5.30" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 10-Year Rainfall=5.30" Runoff Area=1,280 sf Runoff Volume=0.012 af Runoff Depth=5.06" Tc=6.0 min CN=98 0.15 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 39HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 5.06" for 10-Year event Inflow = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af Outflow = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af, Atten= 0%, Lag= 0.0 min Primary = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af Routed to Pond 9P : One (1) - 12' x 4 Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.68' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert X 2.00 L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.15 cfs @ 12.08 hrs HW=26.68' TW=21.02' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.15 cfs @ 1.16 fps) Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=26.68' 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' 0.15 cfs 0.15 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 40HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af, Depth= 5.06" Routed to Pond 3CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=5.30" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 10-Year Rainfall=5.30" Runoff Area=1,280 sf Runoff Volume=0.012 af Runoff Depth=5.06" Tc=6.0 min CN=98 0.15 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 41HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff = 0.00 cfs @ 20.82 hrs, Volume= 0.002 af, Depth= 0.03" Routed to Link TSR : Total Site Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=5.30" Area (sf) CN Description 30,250 30 Woods, Good, HSG A 948 68 <50% Grass cover, Poor, HSG A 31,198 31 Weighted Average 31,198 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.003 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0 Type III 24-hr 10-Year Rainfall=5.30" Runoff Area=31,198 sf Runoff Volume=0.002 af Runoff Depth=0.03" Tc=6.0 min CN=31 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 42HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 5.06" for 10-Year event Inflow = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af Outflow = 0.04 cfs @ 12.47 hrs, Volume= 0.012 af, Atten= 77%, Lag= 23.3 min Discarded = 0.04 cfs @ 12.47 hrs, Volume= 0.012 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 21.90' @ 12.47 hrs Surf.Area= 113 sf Storage= 126 cf Plug-Flow detention time= 20.5 min calculated for 0.012 af (100% of inflow) Center-of-Mass det. time= 20.5 min ( 767.6 - 747.1 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.04 cfs @ 12.47 hrs HW=21.90' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 43HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=21.90' Storage=126 cf 0.15 cfs 0.04 cfs 0.04 cfs 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 44HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 5.06" for 10-Year event Inflow = 0.15 cfs @ 12.08 hrs, Volume= 0.012 af Outflow = 0.04 cfs @ 12.47 hrs, Volume= 0.012 af, Atten= 77%, Lag= 23.3 min Discarded = 0.04 cfs @ 12.47 hrs, Volume= 0.012 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 21.90' @ 12.47 hrs Surf.Area= 113 sf Storage= 126 cf Plug-Flow detention time= 20.5 min calculated for 0.012 af (100% of inflow) Center-of-Mass det. time= 20.5 min ( 767.6 - 747.1 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.04 cfs @ 12.47 hrs HW=21.90' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 45HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=21.90' Storage=126 cf 0.15 cfs 0.04 cfs 0.04 cfs 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 46HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.971 ac, 13.48% Impervious, Inflow Depth = 0.02" for 10-Year event Inflow = 0.00 cfs @ 20.82 hrs, Volume= 0.002 af Primary = 0.00 cfs @ 20.82 hrs, Volume= 0.002 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.003 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0 Inflow Area=0.971 ac 0.00 cfs 0.00 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 47HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points x 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=4,532 sf 43.80% Impervious Runoff Depth=2.72"Subcatchment 1: DRIVEWAY AREA & Tc=6.0 min CN=65 Runoff=0.33 cfs 0.024 af Peak Elev=34.14' Inflow=0.33 cfs 0.024 afPond 1CB: CATCH BASIN - GUTTER INLET 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' Outflow=0.33 cfs 0.024 af Peak Elev=26.00' Storage=221 cf Inflow=0.33 cfs 0.024 afPond 1P: (3) 500 Gallon Leach Chambers with Discarded=0.09 cfs 0.024 af Primary=0.00 cfs 0.000 af Outflow=0.09 cfs 0.024 af Peak Elev=30.00' Storage=0 cf Inflow=0.33 cfs 0.024 afPond 1SW: Drainage Swale #1 Discarded=0.00 cfs 0.000 af Primary=0.33 cfs 0.024 af Outflow=0.33 cfs 0.024 af Runoff Area=4,020 sf 28.81% Impervious Runoff Depth=1.90"Subcatchment 2: FRONT DRIVEWAY, Tc=6.0 min CN=56 Runoff=0.19 cfs 0.015 af Peak Elev=26.81' Inflow=0.19 cfs 0.015 afPond 2CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' Outflow=0.19 cfs 0.015 af Peak Elev=25.53' Storage=85 cf Inflow=0.17 cfs 0.008 afPond 2P: (2) 500 Gallon Leach Chambers with 3 Discarded=0.06 cfs 0.008 af Primary=0.00 cfs 0.000 af Outflow=0.06 cfs 0.008 af Peak Elev=32.29' Storage=15 cf Inflow=0.19 cfs 0.015 afPond 2SW: Drainage Swale #2 Discarded=0.02 cfs 0.007 af Primary=0.17 cfs 0.008 af Outflow=0.19 cfs 0.015 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=6.26"Subcatchment 3: BUILDING ROOF - Tc=6.0 min CN=98 Runoff=0.19 cfs 0.015 af Peak Elev=26.71' Inflow=0.19 cfs 0.015 afPond 3CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' Outflow=0.19 cfs 0.015 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=6.26"Subcatchment 4: BUILDING ROOF - REAR Tc=6.0 min CN=98 Runoff=0.19 cfs 0.015 af Runoff Area=31,198 sf 0.00% Impervious Runoff Depth=0.17"Subcatchment 5: REMAINING Tc=6.0 min CN=31 Runoff=0.02 cfs 0.010 af Peak Elev=22.54' Storage=169 cf Inflow=0.19 cfs 0.015 afPond 8P: One (1) - 12' x 4.0' Leach Pit Discarded=0.04 cfs 0.015 af Primary=0.00 cfs 0.000 af Outflow=0.04 cfs 0.015 af Peak Elev=22.54' Storage=169 cf Inflow=0.19 cfs 0.015 afPond 9P: One (1) - 12' x 4 Leach Pit Discarded=0.04 cfs 0.015 af Primary=0.00 cfs 0.000 af Outflow=0.04 cfs 0.015 af Inflow=0.02 cfs 0.010 afLink TSR: Total Site Runoff Primary=0.02 cfs 0.010 af Total Runoff Area = 0.971 ac Runoff Volume = 0.079 af Average Runoff Depth = 0.98" 86.52% Pervious = 0.840 ac 13.48% Impervious = 0.131 ac Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 48HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af, Depth= 2.72" Routed to Pond 1CB : CATCH BASIN - GUTTER INLET Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.50" Area (sf) CN Description * 1,985 98 Parking, HSG A 2,547 39 >75% Grass cover, Good, HSG A 4,532 65 Weighted Average 2,547 56.20% Pervious Area 1,985 43.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Type III 24-hr 25-Year Rainfall=6.50" Runoff Area=4,532 sf Runoff Volume=0.024 af Runoff Depth=2.72" Tc=6.0 min CN=65 0.33 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 49HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 2.72" for 25-Year event Inflow = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af Outflow = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af, Atten= 0%, Lag= 0.0 min Primary = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af Routed to Pond 1SW : Drainage Swale #1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 34.14' @ 12.09 hrs Device Routing Invert Outlet Devices #1 Primary 33.70'6.0" Round CATCH BASIN IN DRIVEWAY L= 30.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 33.70' / 31.50' S= 0.0733 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.33 cfs @ 12.09 hrs HW=34.14' TW=30.00' (Dynamic Tailwater) 1=CATCH BASIN IN DRIVEWAY (Inlet Controls 0.33 cfs @ 1.78 fps) Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.104 ac Peak Elev=34.14' 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' 0.33 cfs 0.33 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 50HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 2.72" for 25-Year event Inflow = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af Outflow = 0.09 cfs @ 12.50 hrs, Volume= 0.024 af, Atten= 74%, Lag= 24.2 min Discarded = 0.09 cfs @ 12.50 hrs, Volume= 0.024 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.00' @ 12.50 hrs Surf.Area= 363 sf Storage= 221 cf Plug-Flow detention time= 15.0 min calculated for 0.024 af (100% of inflow) Center-of-Mass det. time= 15.0 min ( 860.8 - 845.8 ) Volume Invert Avail.Storage Storage Description #1 25.00' 339 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 3 Inside #2 396 cf Overall - 3.0" Wall Thickness = 339 cf #2 25.00' 271 cf 10.83'W x 33.50'L x 2.75'H Stone 998 cf Overall - 396 cf Embedded = 602 cf x 45.0% Voids 610 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.09 cfs @ 12.50 hrs HW=26.00' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 51HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.104 ac Peak Elev=26.00' Storage=221 cf 0.33 cfs 0.09 cfs 0.09 cfs 0.00 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 52HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1SW: Drainage Swale #1 Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 2.72" for 25-Year event Inflow = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af Outflow = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 19.40 hrs, Volume= 0.000 af Primary = 0.33 cfs @ 12.09 hrs, Volume= 0.024 af Routed to Pond 1P : (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 30.00' @ 0.00 hrs Surf.Area= 93 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.0 min ( 845.8 - 845.8 ) Volume Invert Avail.Storage Storage Description #1 30.00' 247 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 30.00 93 41.5 0.0 0 0 93 31.00 189 54.1 100.0 138 138 200 31.50 246 60.4 100.0 108 247 264 Device Routing Invert Outlet Devices #1 Discarded 30.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 28.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 28.00' / 27.50' S= 0.0250 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.00 cfs @ 19.40 hrs HW=30.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 12.09 hrs HW=30.00' TW=25.41' (Dynamic Tailwater) 2=Culvert (Passes 0.00 cfs of 0.99 cfs potential flow) Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 53HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1SW: Drainage Swale #1 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.104 ac Peak Elev=30.00' Storage=0 cf 0.33 cfs 0.33 cfs 0.00 cfs 0.33 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 54HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff = 0.19 cfs @ 12.10 hrs, Volume= 0.015 af, Depth= 1.90" Routed to Pond 2SW : Drainage Swale #2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.50" Area (sf) CN Description * 1,158 98 Parking, HSG A 2,862 39 >75% Grass cover, Good, HSG A 4,020 56 Weighted Average 2,862 71.19% Pervious Area 1,158 28.81% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 25-Year Rainfall=6.50" Runoff Area=4,020 sf Runoff Volume=0.015 af Runoff Depth=1.90" Tc=6.0 min CN=56 0.19 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 55HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 6.26" for 25-Year event Inflow = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af Outflow = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.0 min Primary = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af Routed to Pond 8P : One (1) - 12' x 4.0' Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.81' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.19 cfs @ 12.08 hrs HW=26.81' TW=21.38' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.19 cfs @ 1.49 fps) Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=26.81' 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' 0.19 cfs 0.19 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 56HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 1.00" for 25-Year event Inflow = 0.17 cfs @ 12.12 hrs, Volume= 0.008 af Outflow = 0.06 cfs @ 12.45 hrs, Volume= 0.008 af, Atten= 65%, Lag= 20.3 min Discarded = 0.06 cfs @ 12.45 hrs, Volume= 0.008 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 25.53' @ 12.45 hrs Surf.Area= 271 sf Storage= 85 cf Plug-Flow detention time= 11.0 min calculated for 0.008 af (100% of inflow) Center-of-Mass det. time= 11.0 min ( 776.6 - 765.6 ) Volume Invert Avail.Storage Storage Description #1 25.00' 226 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 2 Inside #2 264 cf Overall - 3.0" Wall Thickness = 226 cf #2 25.00' 216 cf 10.83'W x 25.00'L x 2.75'H Stone 745 cf Overall - 264 cf Embedded = 481 cf x 45.0% Voids 442 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.06 cfs @ 12.45 hrs HW=25.53' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 57HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.092 ac Peak Elev=25.53' Storage=85 cf 0.17 cfs 0.06 cfs 0.06 cfs 0.00 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 58HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2SW: Drainage Swale #2 Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 1.90" for 25-Year event Inflow = 0.19 cfs @ 12.10 hrs, Volume= 0.015 af Outflow = 0.19 cfs @ 12.12 hrs, Volume= 0.015 af, Atten= 3%, Lag= 1.1 min Discarded = 0.02 cfs @ 12.12 hrs, Volume= 0.007 af Primary = 0.17 cfs @ 12.12 hrs, Volume= 0.008 af Routed to Pond 2P : (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 32.29' @ 12.12 hrs Surf.Area= 71 sf Storage= 15 cf Plug-Flow detention time= 1.6 min calculated for 0.015 af (100% of inflow) Center-of-Mass det. time= 1.6 min ( 870.0 - 868.4 ) Volume Invert Avail.Storage Storage Description #1 32.00' 229 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 32.00 38 26.0 0.0 0 0 38 33.00 197 59.0 100.0 107 107 265 33.50 294 69.0 100.0 122 229 372 Device Routing Invert Outlet Devices #1 Discarded 32.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 32.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 32.00' / 29.80' S= 0.1100 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.02 cfs @ 12.12 hrs HW=32.29' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.17 cfs @ 12.12 hrs HW=32.29' TW=25.20' (Dynamic Tailwater) 2=Culvert (Inlet Controls 0.17 cfs @ 1.44 fps) Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 59HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2SW: Drainage Swale #2 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.092 ac Peak Elev=32.29' Storage=15 cf 0.19 cfs 0.19 cfs 0.02 cfs 0.17 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 60HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af, Depth= 6.26" Routed to Pond 2CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.50" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 25-Year Rainfall=6.50" Runoff Area=1,280 sf Runoff Volume=0.015 af Runoff Depth=6.26" Tc=6.0 min CN=98 0.19 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 61HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 6.26" for 25-Year event Inflow = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af Outflow = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.0 min Primary = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af Routed to Pond 9P : One (1) - 12' x 4 Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.71' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert X 2.00 L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.19 cfs @ 12.08 hrs HW=26.71' TW=21.38' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.19 cfs @ 1.22 fps) Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=26.71' 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' 0.19 cfs 0.19 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 62HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af, Depth= 6.26" Routed to Pond 3CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.50" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 25-Year Rainfall=6.50" Runoff Area=1,280 sf Runoff Volume=0.015 af Runoff Depth=6.26" Tc=6.0 min CN=98 0.19 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 63HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff = 0.02 cfs @ 14.62 hrs, Volume= 0.010 af, Depth= 0.17" Routed to Link TSR : Total Site Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.50" Area (sf) CN Description 30,250 30 Woods, Good, HSG A 948 68 <50% Grass cover, Poor, HSG A 31,198 31 Weighted Average 31,198 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Type III 24-hr 25-Year Rainfall=6.50" Runoff Area=31,198 sf Runoff Volume=0.010 af Runoff Depth=0.17" Tc=6.0 min CN=31 0.02 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 64HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 6.26" for 25-Year event Inflow = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af Outflow = 0.04 cfs @ 12.49 hrs, Volume= 0.015 af, Atten= 79%, Lag= 24.5 min Discarded = 0.04 cfs @ 12.49 hrs, Volume= 0.015 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 22.54' @ 12.49 hrs Surf.Area= 113 sf Storage= 169 cf Plug-Flow detention time= 26.0 min calculated for 0.015 af (100% of inflow) Center-of-Mass det. time= 26.0 min ( 770.0 - 744.0 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.04 cfs @ 12.49 hrs HW=22.54' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 65HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=22.54' Storage=169 cf 0.19 cfs 0.04 cfs 0.04 cfs 0.00 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 66HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 6.26" for 25-Year event Inflow = 0.19 cfs @ 12.08 hrs, Volume= 0.015 af Outflow = 0.04 cfs @ 12.49 hrs, Volume= 0.015 af, Atten= 79%, Lag= 24.5 min Discarded = 0.04 cfs @ 12.49 hrs, Volume= 0.015 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 22.54' @ 12.49 hrs Surf.Area= 113 sf Storage= 169 cf Plug-Flow detention time= 26.0 min calculated for 0.015 af (100% of inflow) Center-of-Mass det. time= 26.0 min ( 770.0 - 744.0 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.04 cfs @ 12.49 hrs HW=22.54' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 67HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.029 ac Peak Elev=22.54' Storage=169 cf 0.19 cfs 0.04 cfs 0.04 cfs 0.00 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 68HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.971 ac, 13.48% Impervious, Inflow Depth = 0.13" for 25-Year event Inflow = 0.02 cfs @ 14.62 hrs, Volume= 0.010 af Primary = 0.02 cfs @ 14.62 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Inflow Area=0.971 ac 0.02 cfs 0.02 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 69HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points x 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=4,532 sf 43.80% Impervious Runoff Depth=4.30"Subcatchment 1: DRIVEWAY AREA & Tc=6.0 min CN=65 Runoff=0.52 cfs 0.037 af Peak Elev=34.44' Inflow=0.52 cfs 0.037 afPond 1CB: CATCH BASIN - GUTTER INLET 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' Outflow=0.52 cfs 0.037 af Peak Elev=26.97' Storage=436 cf Inflow=0.52 cfs 0.037 afPond 1P: (3) 500 Gallon Leach Chambers with Discarded=0.10 cfs 0.037 af Primary=0.07 cfs 0.001 af Outflow=0.17 cfs 0.037 af Peak Elev=30.00' Storage=0 cf Inflow=0.52 cfs 0.037 afPond 1SW: Drainage Swale #1 Discarded=0.00 cfs 0.000 af Primary=0.52 cfs 0.037 af Outflow=0.52 cfs 0.037 af Runoff Area=4,020 sf 28.81% Impervious Runoff Depth=3.25"Subcatchment 2: FRONT DRIVEWAY, Tc=6.0 min CN=56 Runoff=0.34 cfs 0.025 af Peak Elev=26.86' Inflow=0.25 cfs 0.020 afPond 2CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' Outflow=0.25 cfs 0.020 af Peak Elev=26.49' Storage=240 cf Inflow=0.31 cfs 0.016 afPond 2P: (2) 500 Gallon Leach Chambers with Discarded=0.07 cfs 0.016 af Primary=0.00 cfs 0.000 af Outflow=0.07 cfs 0.016 af Peak Elev=32.42' Storage=26 cf Inflow=0.34 cfs 0.025 afPond 2SW: Drainage Swale #2 Discarded=0.02 cfs 0.009 af Primary=0.31 cfs 0.016 af Outflow=0.33 cfs 0.025 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=8.26"Subcatchment 3: BUILDING ROOF - Tc=6.0 min CN=98 Runoff=0.25 cfs 0.020 af Peak Elev=26.74' Inflow=0.25 cfs 0.020 afPond 3CB: ROOF LEADER - 6" DIA ADS PIPING 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' Outflow=0.25 cfs 0.020 af Runoff Area=1,280 sf 100.00% Impervious Runoff Depth=8.26"Subcatchment 4: BUILDING ROOF - REAR Tc=6.0 min CN=98 Runoff=0.25 cfs 0.020 af Runoff Area=31,198 sf 0.00% Impervious Runoff Depth=0.62"Subcatchment 5: REMAINING Tc=6.0 min CN=31 Runoff=0.18 cfs 0.037 af Peak Elev=23.65' Storage=243 cf Inflow=0.25 cfs 0.020 afPond 8P: One (1) - 12' x 4.0' Leach Pit Discarded=0.05 cfs 0.020 af Primary=0.00 cfs 0.000 af Outflow=0.05 cfs 0.020 af Peak Elev=23.65' Storage=243 cf Inflow=0.25 cfs 0.020 afPond 9P: One (1) - 12' x 4 Leach Pit Discarded=0.05 cfs 0.020 af Primary=0.00 cfs 0.000 af Outflow=0.05 cfs 0.020 af Inflow=0.24 cfs 0.038 afLink TSR: Total Site Runoff Primary=0.24 cfs 0.038 af Total Runoff Area = 0.971 ac Runoff Volume = 0.140 af Average Runoff Depth = 1.73" 86.52% Pervious = 0.840 ac 13.48% Impervious = 0.131 ac Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 70HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af, Depth= 4.30" Routed to Pond 1CB : CATCH BASIN - GUTTER INLET Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=8.50" Area (sf) CN Description * 1,985 98 Parking, HSG A 2,547 39 >75% Grass cover, Good, HSG A 4,532 65 Weighted Average 2,547 56.20% Pervious Area 1,985 43.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 1: DRIVEWAY AREA & EASTERN FRONT LAWN AREA Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type III 24-hr 100-Year Rainfall=8.50" Runoff Area=4,532 sf Runoff Volume=0.037 af Runoff Depth=4.30" Tc=6.0 min CN=65 0.52 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 71HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 4.30" for 100-Year event Inflow = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af Outflow = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af, Atten= 0%, Lag= 0.0 min Primary = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af Routed to Pond 1SW : Drainage Swale #1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 34.44' @ 12.09 hrs Device Routing Invert Outlet Devices #1 Primary 33.70'6.0" Round CATCH BASIN IN DRIVEWAY L= 30.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 33.70' / 31.50' S= 0.0733 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.52 cfs @ 12.09 hrs HW=34.44' TW=30.00' (Dynamic Tailwater) 1=CATCH BASIN IN DRIVEWAY (Inlet Controls 0.52 cfs @ 2.67 fps) Pond 1CB: CATCH BASIN - GUTTER INLET Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.104 ac Peak Elev=34.44' 6.0" Round Culvert n=0.012 L=30.0' S=0.0733 '/' 0.52 cfs 0.52 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 72HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 4.30" for 100-Year event Inflow = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af Outflow = 0.17 cfs @ 12.42 hrs, Volume= 0.037 af, Atten= 67%, Lag= 19.7 min Discarded = 0.10 cfs @ 12.42 hrs, Volume= 0.037 af Primary = 0.07 cfs @ 12.42 hrs, Volume= 0.001 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.97' @ 12.42 hrs Surf.Area= 363 sf Storage= 436 cf Plug-Flow detention time= 29.5 min calculated for 0.037 af (100% of inflow) Center-of-Mass det. time= 29.5 min ( 862.0 - 832.4 ) Volume Invert Avail.Storage Storage Description #1 25.00' 339 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 3 Inside #2 396 cf Overall - 3.0" Wall Thickness = 339 cf #2 25.00' 271 cf 10.83'W x 33.50'L x 2.75'H Stone 998 cf Overall - 396 cf Embedded = 602 cf x 45.0% Voids 610 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.10 cfs @ 12.42 hrs HW=26.97' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.10 cfs) Primary OutFlow Max=0.07 cfs @ 12.42 hrs HW=26.97' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 0.07 cfs @ 0.41 fps) Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 73HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1P: (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.104 ac Peak Elev=26.97' Storage=436 cf 0.52 cfs 0.17 cfs 0.10 cfs 0.07 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 74HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 1SW: Drainage Swale #1 Inflow Area = 0.104 ac, 43.80% Impervious, Inflow Depth = 4.30" for 100-Year event Inflow = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af Outflow = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 12.09 hrs, Volume= 0.000 af Primary = 0.52 cfs @ 12.09 hrs, Volume= 0.037 af Routed to Pond 1P : (3) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 30.00' @ 12.09 hrs Surf.Area= 93 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.0 min ( 832.4 - 832.4 ) Volume Invert Avail.Storage Storage Description #1 30.00' 247 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 30.00 93 41.5 0.0 0 0 93 31.00 189 54.1 100.0 138 138 200 31.50 246 60.4 100.0 108 247 264 Device Routing Invert Outlet Devices #1 Discarded 30.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 28.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 28.00' / 27.50' S= 0.0250 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.00 cfs @ 12.09 hrs HW=30.00' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.99 cfs @ 12.09 hrs HW=30.00' TW=25.92' (Dynamic Tailwater) 2=Culvert (Inlet Controls 0.99 cfs @ 5.03 fps) Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 75HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 1SW: Drainage Swale #1 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.104 ac Peak Elev=30.00' Storage=0 cf 0.52 cfs 0.52 cfs 0.00 cfs 0.52 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 76HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff = 0.34 cfs @ 12.09 hrs, Volume= 0.025 af, Depth= 3.25" Routed to Pond 2SW : Drainage Swale #2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=8.50" Area (sf) CN Description * 1,158 98 Parking, HSG A 2,862 39 >75% Grass cover, Good, HSG A 4,020 56 Weighted Average 2,862 71.19% Pervious Area 1,158 28.81% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 2: FRONT DRIVEWAY, LAWN AREA TO SOUTH AND WEST OF DWELLING Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Type III 24-hr 100-Year Rainfall=8.50" Runoff Area=4,020 sf Runoff Volume=0.025 af Runoff Depth=3.25" Tc=6.0 min CN=56 0.34 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 77HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 8.26" for 100-Year event Inflow = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af Outflow = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af, Atten= 0%, Lag= 0.0 min Primary = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af Routed to Pond 8P : One (1) - 12' x 4.0' Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.86' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.24 cfs @ 12.08 hrs HW=26.86' TW=22.02' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.24 cfs @ 1.61 fps) Pond 2CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.029 ac Peak Elev=26.86' 6.0" Round Culvert n=0.012 L=20.0' S=0.0250 '/' 0.25 cfs 0.25 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 78HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 2.06" for 100-Year event Inflow = 0.31 cfs @ 12.11 hrs, Volume= 0.016 af Outflow = 0.07 cfs @ 12.54 hrs, Volume= 0.016 af, Atten= 77%, Lag= 25.4 min Discarded = 0.07 cfs @ 12.54 hrs, Volume= 0.016 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.49' @ 12.54 hrs Surf.Area= 271 sf Storage= 240 cf Plug-Flow detention time= 28.0 min calculated for 0.016 af (100% of inflow) Center-of-Mass det. time= 28.0 min ( 802.6 - 774.6 ) Volume Invert Avail.Storage Storage Description #1 25.00' 226 cf 4.83'W x 8.50'L x 2.75'H Leach Chamber x 2 Inside #2 264 cf Overall - 3.0" Wall Thickness = 226 cf #2 25.00' 216 cf 10.83'W x 25.00'L x 2.75'H Stone 745 cf Overall - 264 cf Embedded = 481 cf x 45.0% Voids 442 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 25.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 26.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.07 cfs @ 12.54 hrs HW=26.49' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=25.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 79HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2P: (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.092 ac Peak Elev=26.49' Storage=240 cf 0.31 cfs 0.07 cfs 0.07 cfs 0.00 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 80HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 2SW: Drainage Swale #2 Inflow Area = 0.092 ac, 28.81% Impervious, Inflow Depth = 3.25" for 100-Year event Inflow = 0.34 cfs @ 12.09 hrs, Volume= 0.025 af Outflow = 0.33 cfs @ 12.11 hrs, Volume= 0.025 af, Atten= 3%, Lag= 1.3 min Discarded = 0.02 cfs @ 12.11 hrs, Volume= 0.009 af Primary = 0.31 cfs @ 12.11 hrs, Volume= 0.016 af Routed to Pond 2P : (2) 500 Gallon Leach Chambers with 3 of Stone on SIdes & 4' on Ends Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 32.42' @ 12.11 hrs Surf.Area= 90 sf Storage= 26 cf Plug-Flow detention time= 1.7 min calculated for 0.025 af (100% of inflow) Center-of-Mass det. time= 1.7 min ( 853.5 - 851.8 ) Volume Invert Avail.Storage Storage Description #1 32.00' 229 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 32.00 38 26.0 0.0 0 0 38 33.00 197 59.0 100.0 107 107 265 33.50 294 69.0 100.0 122 229 372 Device Routing Invert Outlet Devices #1 Discarded 32.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 32.00'6.0" Round Culvert L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 32.00' / 29.80' S= 0.1100 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf Discarded OutFlow Max=0.02 cfs @ 12.11 hrs HW=32.42' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.31 cfs @ 12.11 hrs HW=32.42' TW=25.61' (Dynamic Tailwater) 2=Culvert (Inlet Controls 0.31 cfs @ 1.75 fps) Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 81HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 2SW: Drainage Swale #2 Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.092 ac Peak Elev=32.42' Storage=26 cf 0.34 cfs 0.33 cfs 0.02 cfs 0.31 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 82HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af, Depth= 8.26" Routed to Pond 2CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=8.50" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 3: BUILDING ROOF - FRONT PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Type III 24-hr 100-Year Rainfall=8.50" Runoff Area=1,280 sf Runoff Volume=0.020 af Runoff Depth=8.26" Tc=6.0 min CN=98 0.25 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 83HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 8.26" for 100-Year event Inflow = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af Outflow = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af, Atten= 0%, Lag= 0.0 min Primary = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af Routed to Pond 9P : One (1) - 12' x 4 Leach Pit Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 26.74' @ 12.08 hrs Device Routing Invert Outlet Devices #1 Primary 26.50'6.0" Round Culvert X 2.00 L= 20.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 26.50' / 26.00' S= 0.0250 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf Primary OutFlow Max=0.24 cfs @ 12.08 hrs HW=26.74' TW=22.02' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.24 cfs @ 1.32 fps) Pond 3CB: ROOF LEADER - 6" DIA ADS PIPING Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.029 ac Peak Elev=26.74' 6.0" Round Culvert x 2.00 n=0.012 L=20.0' S=0.0250 '/' 0.25 cfs 0.25 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 84HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af, Depth= 8.26" Routed to Pond 3CB : ROOF LEADER - 6" DIA ADS PIPING Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=8.50" Area (sf) CN Description 1,280 98 Roofs, HSG A 1,280 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 4: BUILDING ROOF - REAR PORTION Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Type III 24-hr 100-Year Rainfall=8.50" Runoff Area=1,280 sf Runoff Volume=0.020 af Runoff Depth=8.26" Tc=6.0 min CN=98 0.25 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 85HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff = 0.18 cfs @ 12.35 hrs, Volume= 0.037 af, Depth= 0.62" Routed to Link TSR : Total Site Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=8.50" Area (sf) CN Description 30,250 30 Woods, Good, HSG A 948 68 <50% Grass cover, Poor, HSG A 31,198 31 Weighted Average 31,198 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment 5: REMAINING UNDEVELOPED AREAS - BEYOND LIMIT OF WORK Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 100-Year Rainfall=8.50" Runoff Area=31,198 sf Runoff Volume=0.037 af Runoff Depth=0.62" Tc=6.0 min CN=31 0.18 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 86HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 8.26" for 100-Year event Inflow = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af Outflow = 0.05 cfs @ 12.51 hrs, Volume= 0.020 af, Atten= 80%, Lag= 25.7 min Discarded = 0.05 cfs @ 12.51 hrs, Volume= 0.020 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 23.65' @ 12.51 hrs Surf.Area= 113 sf Storage= 243 cf Plug-Flow detention time= 34.4 min calculated for 0.020 af (100% of inflow) Center-of-Mass det. time= 34.4 min ( 774.9 - 740.5 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.05 cfs @ 12.51 hrs HW=23.65' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 87HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 8P: One (1) - 12' x 4.0' Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.029 ac Peak Elev=23.65' Storage=243 cf 0.25 cfs 0.05 cfs 0.05 cfs 0.00 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 88HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Area = 0.029 ac,100.00% Impervious, Inflow Depth = 8.26" for 100-Year event Inflow = 0.25 cfs @ 12.08 hrs, Volume= 0.020 af Outflow = 0.05 cfs @ 12.51 hrs, Volume= 0.020 af, Atten= 80%, Lag= 25.7 min Discarded = 0.05 cfs @ 12.51 hrs, Volume= 0.020 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Link TSR : Total Site Runoff Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 23.65' @ 12.51 hrs Surf.Area= 113 sf Storage= 243 cf Plug-Flow detention time= 34.4 min calculated for 0.020 af (100% of inflow) Center-of-Mass det. time= 34.4 min ( 774.9 - 740.5 ) Volume Invert Avail.Storage Storage Description #1 20.00' 113 cf 6.00'D x 4.00'H Vertical Cone/Cylinder Inside #2 #2 20.00' 153 cf 12.00'D x 4.00'H Stone 452 cf Overall - 113 cf Embedded = 339 cf x 45.0% Voids 266 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 20.00'8.270 in/hr Exfiltration over Wetted area Phase-In= 0.01' #2 Primary 23.95'10.0' long (Profile 6) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 3.12 3.41 3.59 Discarded OutFlow Max=0.05 cfs @ 12.51 hrs HW=23.65' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.00' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 89HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Pond 9P: One (1) - 12' x 4 Leach Pit Inflow Outflow Discarded Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.029 ac Peak Elev=23.65' Storage=243 cf 0.25 cfs 0.05 cfs 0.05 cfs 0.00 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.POST-DEV Printed 2/20/2024Prepared by J M O'Reilly & Associates Inc Page 90HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.971 ac, 13.48% Impervious, Inflow Depth = 0.47" for 100-Year event Inflow = 0.24 cfs @ 12.41 hrs, Volume= 0.038 af Primary = 0.24 cfs @ 12.41 hrs, Volume= 0.038 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.971 ac 0.24 cfs 0.24 cfs Pre-Development - VACANT LOT A Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES SR-A Discharge Point - SOUTH EDGE OF WETLAND RESOURCE TSR Total Site Runoff Routing Diagram for 9042.PRE-DEV Prepared by J M O'Reilly & Associates Inc, Printed 2/14/2024 HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Subcat Reach Pond Link 9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 2HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2-Year Type III 24-hr Default 24.00 1 3.60 2 2 10-Year Type III 24-hr Default 24.00 1 5.30 2 3 25-Year Type III 24-hr Default 24.00 1 6.50 2 4 100-Year Type III 24-hr Default 24.00 1 8.50 2 Type III 24-hr 2-Year Rainfall=3.60"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 3HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=42,320 sf 0.00% Impervious Runoff Depth=0.00"Subcatchment A: Existing Watershed - Tc=6.0 min CN=36 Runoff=0.00 cfs 0.000 af Inflow=0.00 cfs 0.000 afLink SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Primary=0.00 cfs 0.000 af Inflow=0.00 cfs 0.000 afLink TSR: Total Site Runoff Primary=0.00 cfs 0.000 af Total Runoff Area = 0.972 ac Runoff Volume = 0.000 af Average Runoff Depth = 0.00" 100.00% Pervious = 0.972 ac 0.00% Impervious = 0.000 ac Type III 24-hr 2-Year Rainfall=3.60"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 4HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff = 0.00 cfs @ 24.02 hrs, Volume= 0.000 af, Depth= 0.00" Routed to Link SR-A : Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.60" Area (sf) CN Description 42,320 36 Woods, Fair, HSG A 42,320 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 0 0 0 0 Type III 24-hr 2-Year Rainfall=3.60" Runoff Area=42,320 sf Runoff Volume=0.000 af Runoff Depth=0.00" Tc=6.0 min CN=36 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 5HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 24.02 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 24.02 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routed to Link TSR : Total Site Runoff Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 0 0 0 0 Inflow Area=0.972 ac 0.00 cfs 0.00 cfs Type III 24-hr 2-Year Rainfall=3.60"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 6HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 24.02 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 24.02 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 0 0 0 0 Inflow Area=0.972 ac 0.00 cfs 0.00 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 7HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=42,320 sf 0.00% Impervious Runoff Depth=0.16"Subcatchment A: Existing Watershed - Tc=6.0 min CN=36 Runoff=0.02 cfs 0.013 af Inflow=0.02 cfs 0.013 afLink SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Primary=0.02 cfs 0.013 af Inflow=0.02 cfs 0.013 afLink TSR: Total Site Runoff Primary=0.02 cfs 0.013 af Total Runoff Area = 0.972 ac Runoff Volume = 0.013 af Average Runoff Depth = 0.16" 100.00% Pervious = 0.972 ac 0.00% Impervious = 0.000 ac Type III 24-hr 10-Year Rainfall=5.30"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 8HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff = 0.02 cfs @ 13.78 hrs, Volume= 0.013 af, Depth= 0.16" Routed to Link SR-A : Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=5.30" Area (sf) CN Description 42,320 36 Woods, Fair, HSG A 42,320 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Type III 24-hr 10-Year Rainfall=5.30" Runoff Area=42,320 sf Runoff Volume=0.013 af Runoff Depth=0.16" Tc=6.0 min CN=36 0.02 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 9HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 0.16" for 10-Year event Inflow = 0.02 cfs @ 13.78 hrs, Volume= 0.013 af Primary = 0.02 cfs @ 13.78 hrs, Volume= 0.013 af, Atten= 0%, Lag= 0.0 min Routed to Link TSR : Total Site Runoff Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Inflow Area=0.972 ac 0.02 cfs 0.02 cfs Type III 24-hr 10-Year Rainfall=5.30"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 10HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 0.16" for 10-Year event Inflow = 0.02 cfs @ 13.78 hrs, Volume= 0.013 af Primary = 0.02 cfs @ 13.78 hrs, Volume= 0.013 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Inflow Area=0.972 ac 0.02 cfs 0.02 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 11HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=42,320 sf 0.00% Impervious Runoff Depth=0.42"Subcatchment A: Existing Watershed - Tc=6.0 min CN=36 Runoff=0.14 cfs 0.034 af Inflow=0.14 cfs 0.034 afLink SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Primary=0.14 cfs 0.034 af Inflow=0.14 cfs 0.034 afLink TSR: Total Site Runoff Primary=0.14 cfs 0.034 af Total Runoff Area = 0.972 ac Runoff Volume = 0.034 af Average Runoff Depth = 0.42" 100.00% Pervious = 0.972 ac 0.00% Impervious = 0.000 ac Type III 24-hr 25-Year Rainfall=6.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 12HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff = 0.14 cfs @ 12.37 hrs, Volume= 0.034 af, Depth= 0.42" Routed to Link SR-A : Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.50" Area (sf) CN Description 42,320 36 Woods, Fair, HSG A 42,320 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 25-Year Rainfall=6.50" Runoff Area=42,320 sf Runoff Volume=0.034 af Runoff Depth=0.42" Tc=6.0 min CN=36 0.14 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 13HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 0.42" for 25-Year event Inflow = 0.14 cfs @ 12.37 hrs, Volume= 0.034 af Primary = 0.14 cfs @ 12.37 hrs, Volume= 0.034 af, Atten= 0%, Lag= 0.0 min Routed to Link TSR : Total Site Runoff Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.972 ac 0.14 cfs 0.14 cfs Type III 24-hr 25-Year Rainfall=6.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 14HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 0.42" for 25-Year event Inflow = 0.14 cfs @ 12.37 hrs, Volume= 0.034 af Primary = 0.14 cfs @ 12.37 hrs, Volume= 0.034 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.972 ac 0.14 cfs 0.14 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 15HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=42,320 sf 0.00% Impervious Runoff Depth=1.08"Subcatchment A: Existing Watershed - Tc=6.0 min CN=36 Runoff=0.70 cfs 0.087 af Inflow=0.70 cfs 0.087 afLink SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Primary=0.70 cfs 0.087 af Inflow=0.70 cfs 0.087 afLink TSR: Total Site Runoff Primary=0.70 cfs 0.087 af Total Runoff Area = 0.972 ac Runoff Volume = 0.087 af Average Runoff Depth = 1.08" 100.00% Pervious = 0.972 ac 0.00% Impervious = 0.000 ac Type III 24-hr 100-Year Rainfall=8.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 16HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff = 0.70 cfs @ 12.13 hrs, Volume= 0.087 af, Depth= 1.08" Routed to Link SR-A : Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=8.50" Area (sf) CN Description 42,320 36 Woods, Fair, HSG A 42,320 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, (minimum) Subcatchment A: Existing Watershed - UPLAND SOUTH OF WATLAND RESOURCES Runoff Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type III 24-hr 100-Year Rainfall=8.50" Runoff Area=42,320 sf Runoff Volume=0.087 af Runoff Depth=1.08" Tc=6.0 min CN=36 0.70 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 17HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 1.08" for 100-Year event Inflow = 0.70 cfs @ 12.13 hrs, Volume= 0.087 af Primary = 0.70 cfs @ 12.13 hrs, Volume= 0.087 af, Atten= 0%, Lag= 0.0 min Routed to Link TSR : Total Site Runoff Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link SR-A: Discharge Point - SOUTH EDGE OF WETLAND RESOURCE Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.972 ac 0.70 cfs 0.70 cfs Type III 24-hr 100-Year Rainfall=8.50"9042.PRE-DEV Printed 2/14/2024Prepared by J M O'Reilly & Associates Inc Page 18HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Summary for Link TSR: Total Site Runoff Inflow Area = 0.972 ac, 0.00% Impervious, Inflow Depth = 1.08" for 100-Year event Inflow = 0.70 cfs @ 12.13 hrs, Volume= 0.087 af Primary = 0.70 cfs @ 12.13 hrs, Volume= 0.087 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 2R Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link TSR: Total Site Runoff Inflow Primary Hydrograph Time (hours) 3029282726252423222120191817161514131211109876543210 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.972 ac 0.70 cfs 0.70 cfs Shorefront Consulting Shorefront Consulting Professional Services on Land or At Sea 290 Center St., Dennis Port, MA 02639 www.shorefrontconsulting.com 508-280-8046 shorefrontconsulting@gmail.com Brewster Conservation Commission Attn: Bill Grafton, Conservation Administrator 2198 Main St. Brewster, MA 02631 By Hand Delivery and email Re: Letter of request to consolidate hermits: SE9-1640, 1804. and 1932 Sears Point Condominium c/o Mercantile Property Management Corp. Ryan J. McGowan Sears Pont Drive Brewster, MA February 13, 2024 Dear Mr. Grafton; On behalf of my clients for the Sears Point Condominiums, I am submitting this request to consolidate the three above referenced permits into one permit. The background is as follows: 1) SE9-1640, originally issued on May 8, 2015, valid, and has been extended. This order was for the construction of 175' of rock revetment, sturdy drift fence, and bank restoration. This order required 1,000 cubic yards of nourishment each year. The order was amended to include access over the applicant's property and the restoration of that access using coir fiber rolls and plantings. 2) SE9-1804, originally issued on July 25, 2019, valid and has been extended. This order was for a 20 -foot extension of the revetment on the west end, sturdy drift fence. This order required 81 yards of nourishment per year; more if both the rocks are exposed and more than 6 inches of the drift fence was exposed. The additional amount is unspecified. 3) SE9-1932, originally issued on December 28, 2022. This order is for the restoration of the access over the applicant's property and included sturdy drift fence, plantings, and annual nourishment of 70 yards per year; more if the fiber rolls become exposed. Shorefront Consulting has consulted with Mr. Grafton on several occasions to discuss the potential to combine the three outstanding permits for Sears Point into one permit. There are also two $5,000 bonds with the town that could be consolidated, since any access over town property would be utilized for the entire scope of work. This would greatly simplify the paperwork and time involved to oversee the orders. We both agreed that the commission should be consulted prior to the start of any of the consolidation process. Therefore, Shorefront Consulting proposes the following efforts to consolidate the permits into a single permit: 1) Provide a single sketch plan that includes all of the work incorporated from the three orders of conditions into one plan. In this way, one plan shows all the work, with all the nourishment requirements listed for each area of that work. This would be a sketch plan which will reference all of the previous stamped plans of record, and preserve the conditions for each order. This approach is chosen for two reasons; first, Coastal Engineering no longer provides these services, and is the reason that Shorefront Consulting has been introduced. Second, the sketch plan avoids a new survey plan for existing conditions. Existing conditions on the waterfront can change at any moment, and any survey is merely a "snap shot" of time for the site. A new surveyor would have to be chosen to start from scratch; none of the previous data can be used by another surveyor. This would add significant cost and delay the consolidation by 6-9 months, and the site conditions would likely have changed during this process, leaving the new information inaccurate as well. 2) Amend the last order, SE9-1932 to include and consolidate all of the special conditions for the entire project. Many of the special conditions are redundant, so one single order can incorporate all of the special conditions for the entire project in one order. 3) Close out the two previous orders, SEO-1640 and SE9-1804. This would clean up the permitting for the site, and leave one open order for everything. 4) Return one of the $5,000 bonds, and leave one bond for the entire project. 5) Discuss with the commission the use of trigger points to be used to better mimic erosion rates. While annual nourishment can compensate for the natural erosion process, it is only an average, which will keep changing with sea level rise. Larger storm events would trigger the nourishment requirement, and provide the nourishment more frequently, while milder seasons may not require compensatory nourishment. This mimics the natural erosion process better, while still providing the compensatory nourishment that is needed to maintain the beach elevation. 6) Potentially close out the SE9-1932 order (after the amendment) to provide ongoing conditions, with appropriate trigger points for nourishment, in perpetuity, so that the order doesn't have to be extended anymore. This process also ties up a lot of time for the agent and the commission, and could be avoided with a certificate of compliance with appropriate special conditions in perpetuity. The conditions would be enforceable, so the commission maintains control of the resource areas. Please schedule this discussion for your meeting on March 12, 2024 public hearing. If there are any questions or concerns regarding this request, please contact me as soon as possible. Sincerely, 0 Mark Burgess B.S. Ocean Engineering Shorefront Consulting Enclosures: As Stated cc: Sears Point Condominium (by email, Applicant) Melissa and Jim McLaughlin 130 Spring Lane Brewster MA 02631 Town of Brewster Conservation Commission 1657 Main St. Brewster, MA 02631 Dear Chair Tobin and the members of the Brewster Conservation Commission, My wife Melissa and I are exploring a potential addition to our home to ensure we can use it as we age. We would like to come before the commission to obtain your guidance on the permissibility of the project prior to engaging wetland consultants and architects. As shown on the drawings, the existing home is within the 50’ buffer zone and we would like to expand the house by approximately 350 sq ft – all work taking place in the previously disturbed lawn area. The building coverage as shown on the drawing is further denoted by the following table to include the proposed addition.  Approx. Building Sq Footage Lot Square Footage % Building Coverage Existing home 766 20582 3.7 Proposed Addition 350 20582 1.7 Totals 1116 5.4 I look forward to discussing this project with the commission. Best, Jim McLaughlin 12" Pipe #112 Spring Ln. Deed Bk. 23497 Page 124 Spring 83.2' 8" Pipe Notes 1. Assessors Parcel 48-12-0 2. Zone: R —M Front Yard Setback: 40' Side Yard Setback: 25' Rear Yard Setback: 25' Max. Building Coverage: 25% Existing Building Coverage: 766 s.f./20,582 s.f. = 3.7% 3. Structures do not fall in a special flood hazard zone as shown on F.E.M.A. FIRM map No. 25001C0413J effective 7/16/2014 4. Septic system shown from Board of Health "As —Built" records Approximate wetland area shown derived from GIS records (40' Wide) Shell Driveway S 88°51'59" W A=137.33' #130 F.F.E.=27.5 166.82' Town of Brewster Conservation Commission Deed Bk. 2008 Page 302 I hereby certify that the structures shown hereon are located as they exist on the ground >4�onald T. Poole P.L.S. #32662 32.2' #46 Main Street Brewster, MA 02631 508-255-0477 SURVEY, Benchmark: Concrete Bound a=22.99 (NAVD 88) #153 Brier Ln. Deed Bk. 35220 Page 281 Plot Plan of Land #130 Spring Lane Brewster, MA prepared for James & Melissa McLaughlin Deed Book 34129 Page 256 Lot 2, Plan Bk. 157 Pg. 57 Scale 1" = 20' October 19, 2023 ols #1317001 Benchmark: Concrete Bound EI.=22.99 (NAND 88) Spring 1112 Spring Ln. Deed Bk. 23497 Page 124 Notes 1. Assessors Parcel 48-12-0 2. Zone•. R-11 Front Yard Setback: 40' Side Yard Setback: 25' Reor Yard Setback: 25' Max. Building Coverage: 25X Existing Building Coverage: 766 s.f./20,582 s.f. - 3.7X 3. Structures do not fall in a special flood hazard zone as shown on F.E.4.A. FIR4 mop No. 25001C0413J effective 7/16/2014 4. Septic system shown from Board of Health -As—Built' records S. Approximate wetlond area shown derived from GIS records (40' Wide) Lane Town of Brewster Conservation Commission Deed Bk. 2008 Page 302 I hereby certify that the structures shown hereon are located as they exist on the ground onald T. Poole P.L.S. *32662 f15.3 Brier Ln. Deed Bk. 35220 Page 281 Plot Plan of Land #130 Spring Lane /6//2/11)Z3 Brewster, MA Date prepared for James & Melissa McLaughlin Deed Book 34129 Page 256 Lot 2, Plan Bk. 157 Pg. 57 Scale 1" = 20' October 19, 2023 ols #1317001 0 20 40 60 1 ramisrm TOWN OF BREWSTER 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 conservation@brewster-ma.gov ADMINISTRATIVE REVIEW FORM Owner/Applicant Name: Pe 10 o la. OFFICE OF CONSERVATION COMMISSION Office Use: Date Received: Fee Paid: Date: 3/5/5/ Project Location: 7- A)0 r kl, Po -ti.,1 ,a,-,,. U E Map Fl Parcel 5 s` Mailing Address: 33 rr s L L k1() M can ) . r L , A 4 d) -S2 Phone: (,) 8-- 52 V- I= v j Email / Fax: r j rau (3_ o t",o yI e- /1 . C A.-, Contractor/Representative: /'» 1 e. Phone: S-0 g - `/Z P - 0'1f F Mat- /Q Other Contact Information (if necessary): PROJECT DESCRIPTION: (Attach additional pages if necessary. Include photos and a site plan if available.) L,J Le) iG ii e e,^ e. f--1- PC-c-. 2.4) DESCRIPTION OF RESOURCE AREA AFFECTED: (Coastal Bank, Land subject to Flooding, salt Marsh, Beach, Dune, vegetated Wetland, inland Bank, Lake, Pond, River, Stream, Bog, Swamp, etc.) 1. Site Access Authorization form is included? N 2. Will the proposed work take place within 50 feet of any resource area? Y / N� • 3. Is excavation by machinery required? / N S' l I 4. Will there be disturbance to the ground? Y N 5. Is removal of vegetation proposed? Y /0 6. Is regrading proposed? (Addition or removal of soil?) ), N 7. Is tree removal proposed? Y () • If so, how many? 8. Is pruning of trees proposed? - If so, please supply photo 9. Is planting proposed? - If so, please supply a plan including species 10. Is removal of poison ivy or other nuisance or invasive species proposed? N • If so, please explain on an additional sheet 1 `'" ,s ico- 11.1s the use of herbicides proposed? For office use only: Site Inspection Date: Date Ratified: Additional Filing Required: Approval: Conservation Administrator Comments: ADOPTED: 5/19/2008 W W W.TOWN.BREWSTER.MA.US THIS FORM IS VALID FOR 6 MONTHS FROM DATE RATIFIED Date: TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Project: Location: SE9 /?3% / Property Owner: r J L.-°/ tat -ate s Al 4 0 2 6 3 I (we) hereby authorize the individual members of the Brewster Conservation Commission and its agents to enter upon the referenced property for the purpose of gathering information regarding the application filed with the Commission pursuant to the Wetlands Protection Act (M.G.L. Ch 131, s. 40) and/or the Brewster Wetlands Protection Bylaw (Chapter 172). Additionally, if an Order of Conditions is issued for the project, I (we) grant permission for Commission members and the Commission's agents to enter the above referenced property for the purpose of inspecting for compliance with the Order of Conditions. This site access authorization is valid until a Certificate of Compliance is issued by the Conservation Commission. Authorized Signature: `C Cwt— Date: 3 ZY Please Print Name: �ela /2C If other than owner, please state whether tenant, agent, or other: Mailing Address: 33 S L Le -vie 0 ro t--„ MA, 01 Phone: So - - V v 9 Email: Cell: Fax: 62,1,1 Revised: May 2008 16 4 Deborah Rau 87 North Pond Dr Brewster Generator Dimensions 48" long x25" deep x 32" high (8.33 square feet) Generator 2 2 6 4 14 25 11 10 10 16 16 12 26 26 31 46 22 22 21 10' Remote Gas Meter 8 15 6 62 PROPOSED SEASONAL PIER 1 HBFE 13) AI.,DO CK SECTIONS DO CK A REA = 96 SF WATER AT ENO OF PACK, 13 FEET 6 Zit 5' Beak, ]n, 5.0.1r6'el itr DMdering Vegetated Wetlan d BMW Existing 142 O ak Tree PROPO SE TO REMO VE TH E VIN ES, TWIGS ANDSRRALL BRA NCHES UP TO THE SPLIT OE THE TREE. EL=58R SEE NOTE 2 PIER INSTALLATION NOTES: 1. ) PRIOR. TO T'-IE IN ITI0L INSTALLA TION {FIRST TIME), APPROVED ANALYST FOR THE PLYMOUTH GENTIAN PUNTS (HAINE5 110000GC0DGIC CONSULTING) SHALL INSPECT AND REFRESH TI0 PLYMOUTH GENTIAN PLANTS ON EITHER SIDE 10 THE PROPOSED SEASON AL PIER. 25 ONCE THE PER 15 INSTALLED AS 500'401 HFREON.. A SET OF PERMANENT MARKERS ARE TO RE SET. ONE 11) ROOT BEYOND EACH EDGED., THE PIER AT THE EDGE OP - 1VE WETLAND RESO URCE. REFER TO DETAIL FUR REFERENCE. 3. ) ONCE THE PIER AND THE MARKERS ARE INSTALLED. 1111 DESIGN ENGINEER SHALT ,0 54 11)00 T HE LOCATIONS AND 0ROVIDE CER2HEO COPY TO THE HOMEOWNER. CONSERVATION COMMGS ON AND THE NATURAL HERITAGE PROGRAM. 40- 30- PROPOSED PERMA NE NT MARKERS FOR 73 .10 SE ASONAL F:ER LAY OU T 215 Ex is tin g 12' Oak Tree PROPO SE TO RE M OV. THREE LIMOS O ON NO RTHEAST SIDE DE TREE JP LIMBS ARE < 3INCHES. SEE N OTE 1 0 Pe e Etlsliing Lawn Ending Gravel Patio Area TO 0E REMOVED AND PLANTE0 WITH NATIVE PLANT SPECIES (50.20 AREA) PROPOSED SEASONAL PIER THREE 1318'x4DOCK SECTIONS DOCK AREA=955F W0'20002800200232151511 ( a0 16 20a V.1_40Ra 1 '_6" O ak A�� gyy��_Fyy le Pine f, 222 Oak I) 24. Oak lots 0 !� I = venng Stepuing R ene Wakway TO RFMA "J SEASONAL RA ILING FOR THE FIAT sErno x OF DDEN RAILING CAN or WOOD OR ROPE RAILING 20 10 WA TER FL.33M + - — 00611NG GRAD PRO POSED SEASONAL PA DS TO S.IPP03T THE SEASONAL DOCK; EIGHT (81-1P r. 10' PADS SECTION A- 'A' SCALE: 0 -11" 000,1 00 4 to 5 Bl ueberry Shrubs from Previous Mitigati on Plant ngs. THE BLUEBERRY SHPO9S AREA SHALL BE I NC ORPORATED INTO THE AREAS OF THE PRO PORD SHOUBST0 BE PLANTED. 102 Pi ne IED0000SCPD I 70 00 PROPOSED 0001 0ONAl 02 81/451 0 Fin n, THE POEV.D05 M1TIGA HON AREA. Ertling5lepping Sto ne Walkway Fenced '' Area — EDGE OF VEGETATED WETLAND BD ]an PG PROPOSED PERMANENT MAPPERS FOR THE SEASONAL PIER LAYOUT 1 PIER LAYOUT DETAIL \vSGLE I1 /- 000 ' /' Es 'ni ng G ravel Pati o Are a TO A PAVER. PATIO Eakene Grav el Pane Area TO BE RELOCATED 70 THE A/C AREA AND PL ANTED WITII NAIVE PLANT SPECES (SHADE D AREA) Existing St epping Sto ne Walkway TO BE RE MOVED BENCHMARK, T on of F oundatio n EL=53, lAsi un.ed d atu m) LOT 844 Area= 26,000 SP± 0 20 40 60 PROPOSED VISTA TRIMMING: 11 111E EMOTING 10 OAK, AS NOTED, SW,1l RE TRIMMED OF THREE LOWER LI MBS WHICH EXTEND TO THE NORTHEAST. 2 .1 111E ENISTIN 0 la` OAK, AS NOTED. SHALL H AVE THE VINES, TWIGS AND 3144110 BRANCHES REMOVED LIP TO T HE SPLIT IN THE TREE E1-500 . 31 THE PROPOSED PRO NINE 15 TO REMO VE THE SELECTED BR ANCHES FROM ELEVATION 5310 5E . 61 T IE TRIM MING OE THE TWO TR0E15001.0 RE COMPLETED W A 0E91171E0 0000815T. 1.1 ALL 100711G1 SHALL RE REMOVED rRDM 111E AREA. PREVIOUS MITIGATION AREA PLANTINGS: 6.) THE 03001 05E0 PLANING AREA AS N OTED ON THE PL AN, A MrfTUR6 OF 1310110 NATVE SHOO RS SHALL RE PLANTED AMONG THE PRE VI OU SLY PLANTE D SHRUBS. 7.1 THE REMAINI NG BLUEBERRY SHRUBS FRO M THE PREVIO US MITIGATION AREA SHALL REMAIN . THE BLUEBERRY SHR UB AREA SH ALL REINER PLANTED WITH 2303 OE THE PR OP OSED NATIVE SHRUBS . B.) TILE SHRUBS TO BE PL ANTER S HALL BE MBO uRE Or 133054304001 00 030000 , SPICE0131H, SNrEETPEPPE000SH AND/OR ELDERBERRY . 9.1 ALL 911012B5 SMALLP.EA MIN .'20 OE 2 GALLONS AND PL ANTED Al A 105 FEET ON CE NTER. SCALE 1"=20' G. \W.Wbc\33363. 5hgma n5D'NG,3335B,7ROPOSE0 SITE PLAN- 2022.0wg Brewster, MA NOT TO SCALE PLAN BOOK 215 DEED BOOK 1269 ASSESSORS' MAP 89 PAGE 57 PAGE 69 PARCEL 58 LEGEND 371 EXISTING CONTOUR 32 rss 2a —0- - - G — PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE WATER SERVICE LINE OVERHEAD UTILITY SERVICE IINDERGROUND UTILITY SERVICE GAS SERVICE LINE 1851 HOLE / BORING LOCATION 57 SEPTIC TANK DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTE M Reserve RESERVED FOR FUTURE ® ELECTRIC BOX SEWER MANHOLE PINE TREE WATERGATE WETL AND BUSH (14' DIAMETER) '1 , UTILITY POLE ® CATCH BASIN . ' FIRE HYDRANT WELL DRAINAGE MANHOLE C ONCRETE BOUND, FOU ND TOP OF BANK LIMIT OF W ORK FENCE EDGE OF CLEARING Dd 311E 0 PLYMOUTH GENTIAN (FLAGGED) EXISTING GRAVEL PATIO AREA NOTE: NE E0IST LNG GRAVEL PATIO ARE A 51LALL RE CUNVERTE01 0 A. 01101A13 PAVER P ATIO. THE PORTIONS Or 111E GRAVEL PATIO BEYOND THE PROPOSED PAVER PAM fsl oviED P OR7IONS151 .1011 . BE RE MOVED AND REPL ACED VmH PL ANTI NG AREAS FOR NATIVE PLANT,GS. 1 0311NG AREA OF GRAVEL PATI O. 67550_ PROP OSED P AVER P ATI O: 6055E1 000POSE0 RE MOVED AREAS: 210001)310001 001 RL VISED5 .12 .2622: ADDEO LOCATION OF PLVA10111H GENTI AN PL ANTS (EIGHT LOCATIONS)) SHIFTED PROPOSED SE ASONAL PIER TO BE (ENTERED BETWEEN THE PLY MO UTH GENTIAN; ADDED PERMANENT MARKERS; ADDED PIER INSTALLATION NOTE5. REVISED 8 .2.2025 RE MOVED THE CORRIDOR PROPOSAL AND REQUESTED THE RE MOVAL OF 5 TO 70\H051ROM, IWD TREES; REMOVED THE LANDSCAPE PROPOSAL REMOVED PIE REACH AREA WORK MID ADDED ROUTINGS TO ADDRESS PRE VIOUS MITIGATION AREA Neal Shifman & Deborah Rau 87 NORTH POND DRIVE, BREWSTER, MA 02631 PROPOSED SITE PLAN SHOWING NEW DOCK . VISTA CORRIDOR & LANDSCAPE IMPROVEMENTS J. M. O'REILLY 8c ASSOCIATES, INC . PrOt essl onol Engineering & land Sntveying Services 1573 N ein Str eet - Route BA P.O. Box 107 0 1308)500-0603 Offi ce Brew ster . 020 0 (500) 695-0602 Pe r 7-1-2022 As Not ed RY jmo CHECE JMO 100 NUMBE R. JMO-33368 TOWN OF BREWSTER 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 conservation@brewster-ma.gov ADMINISTRATIVE REVIEW FORM OFFICE OF CONSERVATION COMMISSION Owner/Applicant Name: 7 bVJ61 c;‘--- ,.'c.- Date: Noa.1--) Project Location: \c -,LL -A1 \---.(5.1 ‘,.;;\ ,& Map Parcel Mailing Address: ���' �s,,,[1 } �.0 \-Y)1�� (7),-\ 4,-- \ Phone: 'QS') 4 - 3 ( Email / Fax: ffl W-0 \') MG Contractor/Representative: (qe), , Phone6l 6, . ,INik.\\..._ Other Contact Information (if necessary): PROJECT DESCRIPTION: (Attach additional pages if necessary. Include p otos and a site � . W \ t� 11 plan If \avallable.) � `�-e� �,--� "�c� . ��(`� �1 � 1.—itl \, . c n A�� .c- �c--6 ,,R.aV\\ 00\ -- !, *, a\1 -0i, DESCRIPTION OF RESOURCE AREA AFFECTED: (Coastal Bank, Land Subject to Flooding, Salt Marsh, Beach, Dune, Vegetated Wetland, Inland Bank, Lake, Pond, River, Stream, BogSwamp, et - 1. Site Access Authorization form is included? ./ N 2. Will the proposed work take place within 50 feet of any resource area? C N 3. Is excavation by machinery required? 4. Will there be disturbance to the ground? 5. Is removal of vegetation proposed? 6. Is regrading proposed? (Addition or removal of soil?) 7. Is tree removal proposed? • If so, how many? 8. Is pruning of trees proposed? - If so, please supply photo 9. Is planting proposed? - If so, please -supply a plan including species 10.1s removal of poison ivy or other nuisance or invasive species proposed • If so, please explain on an additional sheet 11.1s the use of herbicides proposed? 2 Wbuvt -> waive./ For office use only: Site Inspection Date: Additional Filing Required: Conservation Administrator Comments: ADOPTED: 5/19/2008 Date Ratified: Approval: O i�WWW.TOWN.BREWSTER.MA.US , R 2120 THIS FORM IS VALID FOR 6 MONTHS FROM DATE RATIFl DMA Z4 By The Brewster Department of Public Works in coordination with the Department of Natural Resources has historically maintained the bay and pond landings and beaches across Town. The following list briefly describes the typical maintenance tasks performed by the Department of Public Works at the landings: • Beach sand nourishment throughout the year as needed (typically following storm events that cause erosion) at all Landings, Ponds and Beaches. • Annual parking lot sand removal, sweeping with sweeper truck and catch basin cleaning. o This is a requirement of the Town of Brewster's Municipal Separate Storm Sewer System (MS4) permit. • Annual parking lot line striping. • Annual installation, maintenance, and removal of accessible walking mats at First Light Beach, Paine's Creek Beach, Breakwater Landing and Saint's Landing. • Annual installation of the boardwalk/platform at Mant's Landing. • Annual installation and removal of bicycle and kayak racks. • Maintenance and repair of split rail fencing, as needed. • Annual float installation and removal at Long Pond and Upper Mill Pond. • Annual shed (that houses the beach wheel chair) installation and removal at Paine's Creek. • Parking lot perimeter tree trimming, as needed. • Parking lot perimeter mowing and trimming as needed. • Vegetative stormwater swale maintenance at Crosby, Saint's and Breakwater Landings. • Mowing, trimming and road grading (filling potholes) of the Crosby Landing overflow lot. • Asphalt repairs, fixing potholes as needed. Only includes maintenance of existing asphalt areas no expansion. • Annual sign installation and repairs. • Retrieval of various items that wash up on beaches or are exposed as requested and directed by the Department of Natural Resources. The Department of Public Works in conjunction with the Department of Natural Resources is requesting an Administrative Review for this work to allow for it to be conducted over the next 6 months while a comprehensive Notice of Intent with on -going conditions for all of the Landings and Beaches is prepared and anticipated to be submitted in the spring/summer of 2024. The Department of Public Works in conjunction with the Department of Natural Resources is also requesting an after the fact administrative review and approval for beach nourishment maintenance that occurred following the heavy rain received on March 7, 2024. Beach nourishment activities were conducted at Ellis Landing, Linnell Landing and Point of Rocks Landing. The following photographs document the before and after conditions at each of these three locations. This is the type of beach nourishment that has been historically conducted on an as needed basis, primarily following storm events. From: William Grafton <wgrafton@brewster-ma.gov> Sent: Thursday, March 21, 2024 11:41 AM To: Griffin Ryder <grvder@brewster-ma.gov> Cc: James Jones <liones@a brewster-ma.go%>; Chris Miller < :miller@brewster-ma.go >; Cassandra West <cwest(r brewster-ma.gov> Subject: FW: nourishment Griffin, good day. We are looking for a brief narrative for the 2024 Brewster Town landing maintenance After -The -Fact Administrative Review that will be discussed during the March 26, 2024 Commission Public Meeting. Once approved it is good for 6 month but this will be remedied once the NOI is submitted and approved as an Order of Conditions with OnGoing Conditions and closed out with a Certificate of Compliance with OnGoing Conditions. We need a narrative with a punch list of typical work that DPW performs with some interpretative language such as "or equivalent" or "a la James Jones". The pictures attached would be necessary for the specific events that already took place so a briefit paragraph on this would be helpful and the pictures can also be referenced for potential work going on over the next 6 months. Chris has offered DNR staff to assist with the hard copies and the digital but we just the need basics by 12 noon, Friday, March 22nd Respectfully, Bill Grafton Brewster Conservation Administrator 1657 Main Street Brewster, MA 02631 Phone (508) 896-4546 ext. 4242 Brewster Town Offices are open to the public Monday through Thursday from 8:30 to 4:OOpm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster- ma.gov From: James Jones <jiones@brewster-ma.gov> Sent: Friday, March 8, 2024 2:22 PM To: William Grafton <wgrafton@brewster-ma.gov> Cc: Griffin Ryder <gryder@brewster-ma.gov>; Chris Miller < .,iller@brewster-ma.ov> Subject: RE: nourishment Good afternoon, Bill. Before & after pictures and weight tickets are attached for each landing nourished today, below is a description for each landing. Wednesday night into Thursday morning weather was forecasted for up to 4" of rain accompanied with high tides. 1. Ellis Landing — Hightide exposed part of the mat, sand was brought in to protect exposed mat — 20.79 tons. 2. Linnell Landing — heavy rain washed out the western most entrance, sand brought in to fill and protect asphalt parking lot — 11.22 tons. 3. Pt. of Rocks Landing — heavy rains washed out the east side of the entrance, sand brought in to fill, 11 tons. I stopped at the office to pick up an After -The -Fact Administrative review form from Chris and he will be sending me one next week and we can discuss when we get together what we you need from us to expedite this process. Thank you, Jimmy Location: Linnell Landing BEFORE AFTER Before: Date of Photo & description After: Date of Photo & description of Activity 61,z0\, (1-c)ve\\-)-C(' TOWN OF BREWSTER 201 Run Hill Ro ad Brew ster, MA 02631 888 Brewster DPW 20":U Run.` Hill—Wdad Brew ster, MA 02631 'SITE! TCKET GRID VE IGHM AS T ER DATE IN { DATE OUT 001 00019184 TIME IN TIME OUT VEHICLE Lynn D 1 03/08/24 03/08/4 08:06 08:06 H4 ROLLOFF - MAC ffOSS" jT_ t77--7 432 TON EscRIPTioN Outbo und Ti fleet RATE STORED TARE WT 20800 TONS NET WEIGHT 22440 TONS 11.22 Sand out to beaches Operating hours 8AM to 3M Thursday through Monday This is to certify that this load does not contain any hazardous materials, medical waste, or liquids of any k type. WWfT': TO REORDER FORMS PLEASE VISIT WWW_WASTEWORKS .COM SIGNATURE EXTENSION 0.000 0.00 FEE TOTAL 0.00 0.0e NET AMOUNT CNAWIE 0 ,_$:E Before: Da te of Photo & description ,A\ckkc Ct ))QX\-1-5‘\(rM- Lo catio n: Po int of Ro cks Landing AFTER After: Date of Photo & description of Activity Fr 0 r - TOWN OF BREWSTER 201 Run Hill Road Brewster, MA 02631 888 Brewster DPW 201 —Run Hill -Road Brewster, MA 02631 i SFI E 1 TICKET GRID iIEIGHMASTER L DATE IN i DATE OUT j T I vSE [N TIME OUT r 001 00019193 �-- i REFERENCE - MAN • GROSS- WT -- 426Bfl---TOt�F t}�"� RipTicrc ---€ uti and --it* STO1_ RE TARE`WT 20800 TONS NET WEIGHT 1 22000 TONS k AI 11.00 Sand out to beaches 4 VEHICLE Lyn n D 4 ROL I_ OFFT � EXTEtISION FEE VOTAL 0.000 0.00 0.0@ 0.0 Operating hours 8AM to 3M Thursday through Monday This is to certify that this load does not contain any hazardous materials, medical waste, or liquids of any k type. WW6Tl TO REO FoAM S PL EASE VISIT WWW.WASTEW ORKS .CCN' SIGNATURE NET AM OUNT 0.70 I Location: Ellis Landing BEFORE AFTER zy tom• _ •: r . i *, i .� . '� • •� ..mks •-•... .may:'' 1 '.Y "tee. } r ,� .r ri 7/ %. r r, i` Before: Da te of Pho to & descriptio n (6' r&r. c. .. , OZ5k)c\\4)Th-c. . After: Date of Photo & description of Activity Nc\" 6s) --,7 c\ -\,7)3tc-,a(-)_V0oC,�1`'� TOWN OF BREWSTER 201 Run Hill Road Brewste r, MA 02631 888 Brew ster DPW 201 Run Hi 11 _RD Ad Brew ster, MA 02631 TICXE T 1 GSa D .31-, FR I_ DATE tN I L%Ai L TIM E IN TIME ©WTI VEHICLE I ROLL OFF 001 00019186 i Lynn D REFERENCE 4 Y j -r . ORIGIN _MANUAL__GROSS WT... �. --_- 41322 IDNS Ou tbound Itket ST -OM —TARE WT UNIT [ 2@8010- ToN SCRIPTIOI\ F?. fiTE I .. TENS - v -EE TO A NET WEIGHT 20520 TONS 10.26 Sand out to beaches 0.000 0.0 Operating hours 8AM to 3M Thursday through Monday This is to cer tify that this load does not contain any hazardous m aterials, me dical waste, or liquids of any k type. Vr of l TO REORDER FORMS PLEASE VISIT WWV/ WASTEWORK2 COt v. SIGNAT I RE 0 .00 0 .0E 1 NET A MOUNT TENDERED 1 EZ LL 4 _S TOWN OF BREWSTER 201 Run Hill Road Brewster, MA 02631 888 Brewster DPW 2.01 Ron Hi 1.1 Roacj Brewster, MA 02631 ITE DATE 001 TICKET GRID EiGHMASTEF U DATE O UT j f T ME IN 00019190 TIM E OUTI VENIOLE ROLL OFF I Lynn D REFERENCE ORIGIN MANUA L_. GROSS.J JI _ ---- 418.60 _TONS feud -_Ticket 54400100 TARE WT l Plf1 _ 28800 — -_ToN ES:: RIPTION — RATE NET WEIGHT 21060 TONS 10. 53 Sand out to beaches <TENSIO I___ 0.000 0.00 Operating hours 8AM to 3M Thursday through Monday This is to ce rtify that this load does not contain any hazardous materials, medical w aste, or liquids of any k type. WWATT T(. REORDER FO RMS PLEASE VISIT WWW.WASTEWC•RKaCO .• SIGNATURE 0 .001 GIIa�I% 0V0 TOTAL _ UHFt.K \la 0.0E „1,001wililtaot TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Date: Project: i clk.:c\ i�G .i� �.'lc t•� . Location: A ON Property Owner: \����� I (we) hereby authorize the individual members of the Brewster Conservation Commission and its agents to enter upon the referenced property for the purpose of gathering information regarding the application filed with the Commission pursuant to the Wetlands Protection Act (M.G.L. Ch 131, s. 40) and/or the Brewster Wetlands Protection Bylaw (Chapter 172). Additionally, if an Order of Conditions is issued for the project, I (we) grant permission for Commission members and the Commission's agents to enter the above referenced property for the purpose of inspecting for compliance with the Order of Conditions. This site access authorization is valid until a Certificate of Compliance is issued by the Conservation Commission. Authorized Signature: Please Print Name: /' Date: If other than owner, please state whether tenant, agent, or other: Mailing Address: ‘‘')_1.\c)VA) Phone: Email: Cell: Fax: ti Rvised: May 2008 •fall nell dt• 1w n I. .. ale . N CA PE C D D BAY Crosby Lan ding BEA CF! 1 inn ell Lan ding Paint al Huck% i irtit Light stack Sain! ti Landing Breakwater iik:, C11 Ellis lan din g Fur Aril l BE•►CH pain r's Creek REACH BEACl1 BFACF{ Ma nts Landing HE Ai' II ^" k l I t`4. r11t „+ R..a•• e,Lt,u 1.nef,en e K.Nmal.n wtr >w R 111hrlrr ll..r l coat r (166t rl} I.,.r H al . i • • j S r* i z1:' er \ ,yr 1.+..w 14.Jr./ 1/1 z Z Liz F In,.n t . nd r,el !WAWA Ir• i 410 7 PI' ti k1IORN *..,.+..u , PARK' A ND S Ned N /1.Av4 LC ti General Beach Information . !T \ R 1:I W.I3` M it PARK Atilt t\[ ill n'• Ac\Z:,(71)i The Town of Brewster offers 11 beaches on Cape Cod Bay, two beaches on freshwater ponds, and one Town landing. All are open to the public, with proper permits during summer, except First Light Beach which is reserved for Brewster residents.