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Home My Public Portal About2024 04 09 Public Meeting Packet Town of Brewster Conservation Commission 1657 Main St., Brewster, MA 02631 (508) 896-4546 CONSERVATION COMMISSION MEETING AGENDA 2198 Main Street April 09, 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. 228 Cranview Road, 20-12. Sam Paine proposes the removal of an unpermitted dock, reconstruction of existing decks, repair and maintenance of elevated stairs, and pruning of branches overhanging dwelling within the 100-ft buffer of Elbow Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-02. b. 286 Landing Drive, 82-3. Janet Fogel and Bob Schlegel propose to remove and replace existing decking and railing on stairs and landings within the 50 and 100-ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-03. 7. Notices of Intent, Request for Amended Order of Conditions & Abbreviated Notice of Resource Area Delineation a. 8 Marshview Lane, 127-14. Continued Public Hearing. Stacey Pagos Haller. SE9-1967. 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 b. 0 Crowell’s Bog Road (Long Pond Landing), 61-9 & 61-26. New Public Hearing. The Town of Brewster Request for Amended Order of Conditions to SE9-1917 correcting prop dredge scour at the end of the newly constructed ramp; adding one additional floating dock section; adding a cobble edging along boat ramp; beach nourishment; replacing existing shed; and adding Conservation Seed Mix, in the resource area and 100-ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. 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. 9. Request for Minor Change to Plan a. None. 10. Discussion a. 354 Robbins Hill Road. Conservation Permitting Guidance for vegetative management with the buffer to coastal bank and coastal dune – Stephen Vatner. b. 91 Carver Road. SE9-1672. Requesting Approval and/or Conservation Permit Guidance to Perform Nourishment at Town Landings as an alternative. – Craig Pfannenstiehl. c. Brewster Park Club Association. SE9-1675 (16 Sunhouse Path 50-37), SE9-1676 (1 Carver Road 50-33), SE9- 1677 (0 Sunhouse Path 50-NA) and SE9-1678 (17 Sunhouse Path 50-38). Discuss beach renourishment requirements. 11. Request for Administrative Review a. None. 12. Request for Certificate of Compliance a. 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. 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 hearing is continued to the 04/23 Public Meeting. 16. Report of the Conservation Administrator a. Commission Annual Monitoring Requirements for Coastal Stabilization and Vegetative Management for review and ratification. b. Conservation Commission Business Cards for review and ratification. c. Conservation hard copy submittal requirements for all Conservation permit applications and discussions for review and ratification. 17. Meeting Minutes for Review and Ratification a. Draft Jan 09, 2024 Meeting Minutes. b. Draft Feb 27, 2024 Meeting Minutes. c. Draft Mar 12, 2024 Meeting Minutes. 18. Matters Not Reasonably Anticipated by the Conservation Commission Chairman 19. Questions from the Media 20. Next Meeting: April 23, 2024 21. Adjournment Date Submitted: Date Revised: Received by Town Clerk: 04/05/2024 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 29, 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, April 09, 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 Request for Determination of Applicability submittal(s) for: a.228 Cranview Road, 20-12. Sam Paine proposes the removal of an unpermitted dock, reconstruction of existing decks, repair and maintenance of elevated stairs, and pruning of branches overhanging dwelling within the 100-ft buffer of Elbow Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-02. b.286 Landing Drive, 82-3. Janet Fogel and Bob Schlegel propose to remove and replace existing decking and railing on stairs and landings within the 50 and 100-ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-03. The Brewster Conservation Commission will consider the following Request for Amended Order of Conditions submittal(s) for: b.0 Crowell’s Bog Road (Long Pond Landing), 61-9 & 61-26. The Town of Brewster requests an amended Order of Conditions to SE9-1917, including correcting prop dredge scour at the end of the newly constructed ramp; adding one additional floating dock section; adding a cobble edging along boat ramp; beach nourishment; replacing existing shed; and adding Conservation Seed Mix, in the resource area and 100-ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. 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). TOWN OF BREWSTER NATURAL RESOURCES DEPARTMENT 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 FAX: (508) 896-8089 CONSERVATION@BREWSTER-MA.GOV OFFICE OF CONSERVATION COMMISSION Brewster Wetlands Protection By-law REQUEST FOR DETERMINATION OF APPLICABILITY (RDA) The state form, “Request for Determination of Applicability” is available online at: http://www.mass.gov/eea/agencies/massdep/service/approvals/wpa-form-1.html If you would like a print copy of the form, please telephone the Conservation Commission a t (508) 896-4546. Brewster Wetlands Protection By-law Section - Please complete each applicable form in this package along with the above referenced state form application. Submit all completed forms, materials, plans, and a check, made payable to the Town of Brewster, to the Conservation Department so that your filing, under the MA Wetlands Protection Act and the Brewster Wetlands Protection By-law, will be complete. Contents: Brewster Wetlands Protection By-law Request for Determination of Applicability (RDA) 1. Policy for Plans used for Wetlands Permitting 2. RDA Filing Checklist 3. Brewster Wetlands Protection By-law Notice to Abutters 4. Site Access Authorization Form TOWN OF BREWSTER NATURAL RESOURCES DEPARTMENT 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 FAX: (508) 896-8089 CONSERVATION@BREWSTER-MA.GOV OFFICE OF CONSERVATION COMMISSION Policy for Plans Used for Wetlands Permitting Adopted 11/26/02, Amended 7/6/11 Plans shall be submitted at a scale of 1 inch equals 20 feet, unless prior approval is given by the Conservation Commission and/or the Conservation Administrator. Plans shall provide a proper and clear identification of resources and any details necessary to adequately describe the proposed activity. The Following plans shall be submitted with the proper certifications as listed below: Construction Documents: Engineering Design Professional Engineer (PE) Site Plans including all new home construction PE and Professional Land Surveyor (PLS) Plot Plans with no engineering PLS Subsurface Sewer Design over 2000 gpd PE Subsurface Sewer Design under 2000 gpd PE or Registered Sanitarian Docks, Stairways, or retaining walls over 3 feet in height PE Landscape / Planting Plans Conservation Commission Discretion TOWN OF BREWSTER NATURAL RESOURCES DEPARTMENT 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 FAX: (508) 896-8089 CONSERVATION@BREWSTER-MA.GOV OFFICE OF CONSERVATION COMMISSION Request for Determination of Applicability Filing Checklist Before you submit your Request for Determination of Applicability to the Conservation Commission and other applicable agencies, please complete and sign this checklist, showing that you understand and have completed all of the forms and procedures required for a Request for Determination of Applicability filing. The Conservation Commission will not open the hearing if the filing is not complete. The Conservation Commission requires one (1) complete electronic copy and three (3) complete paper copies of the Request for Determination and attached plan(s) for each filing. Include each item of the application, with pages numbered consecutively and in the order designated on this checklist. Staple these pages together, and attach the plan(s) with a paper clip. Collectively, each item of the application and the plan(s) represent one complete copy. In addition, the Conservation Commission members require a copy of the plan(s) and a copy of the narrative/variance request rather than full copies of the Request for Determination of Applicability. Please include ten (10) copies of the plan(s) with a copy of the narrative/variance request stapled to each. Unless a digital application was submitted to the Massachusetts Department of Environmental Protection, one complete paper copy of the NOI should be sent by US Certified, Return Receipt Mail, to the DEP Southeast Regional Office, 20 Riverside Drive, Lakeville, MA, 02347. Submit the Certified Receipt Postal Service Form 3800 to the Conservation Commission. Submit only ONE copy of this checklist. Components of the Application □ 1. Obtain a certified abutters’ list from the Brewster Assessors’ Office and a photocopy of the appropriate section of the Town of Brewster Assessors’ map, showing the property of the project and all abutting properties required for a legal wetland filing under the BWP By-law. This list will provide the names of all direct abutters to the property (first abutters), all that abut the first abutters (second abutters) if they are within 300 feet of the lot lines of the property, and lot(s) directly across the street from your lot. The street is the first abutter and lots directly across, second abutters. If abutters are in another town, obtain a certified list of the abutters from the assessors’ office in that town, and submit it and the appropriate assessors’ map in the application also. Submit the certified abutters’ list and the Assessors’ map, as part of the application □ 2. Notify all abutters on the list of your proposed project on the RDA “Notice to Abutters” form letter, by Certified, Return Receipt mail or hand delivery before or on the day of filing, and submit the Certified Mail receipts (Form 3800) as part of the filing. Submit the US Postal Service Form 3811 at the hearing. □ 3. Complete and include the state RDA application (WPA Form 1). □ 4. If applicable, include DEP Appendix G. Field Data Forms for bordering vegetated wetlands. Submit one form for each area tested; one form for the wetland area and one for the upland. □ 5. Include a photocopy of an 8” by 10” section of the appropriate United States Geological Survey (USGS) Quadrangle Map clearly showing the location of the project. □ 6. Include a clear narrative, describing all aspects of the project. □ 7. Include a professional site plan in accordance with the enclosed Brewster Conservation Commission “Policy for Plans Used for Wetland Permitting”. Designate buffer zones and wetlands in color (blue line = 100 feet, red line = 50 feet, green line = wetland). □ 8. Include a copy of the RDA “Notice to Abutters” form letter. □ 9. If the lot is an undeveloped, secluded, or otherwise unidentifiable area, identify the lot on the plan by the number of the nearest telephone pole or the nearest road intersection. If there is no pole on the lot, describe the lot’s proximity to the nearest; for example, “The lot is twelve feet east of telephone pole no.167”. □ 10. The town filing fee for a Request for Determination of Applicability is $75.00, with an advertising fee of $15.00 and a $20.00 fee for processing and mailing. Include this as one check for $110.00 payable to the Town of Brewster, with the application. The state does not assess a fee for an RDA. □ 11. Fold each plan separately, right side out with the title visible, and paper clip it to each copy of the application. □ 12. Include a signed Site Access Authorization Form. □ 13. Properly stake and flag the project site to identify all portions of the project, prior to the day of filing. • Clearly stake all boundaries and limits of work. • Clearly identify all stakes and flags in the field, showing the 100 foot and 50 foot buffer zones and wetland areas. • Designate each wetland type on the flag as “BVW” (bordering vegetated wetland), “TOB” (top of bank), “LSF” (land subject to flooding), etc. Department staff and Conservation Commissioners will inspect the site. Unless a holiday interferes, the filing deadline for applications is noon on the Thursday at least ten (10) business days before the hearing. The hearing must be advertised in a local newspaper (at the time, the Cape Codder newspaper) no less than five business days before a hearing. I, _____________________________________ , confirm that this application is complete. Environmental consultant/engineer/surveyor/applicant FROM THE DESK OF Sam Paine March 13, 2024 Department of Conservation 1657 Main Street Brewster, MA 02631 United States Dear Brewster Conservation Committee Members + Concerned Parties, In follow up to our discussion item, as apart of the conservation commission meeting on March 12, 2024 - please find the following Request for Determination of Applicability (RDA) attached. The work proposed as apart of this application includes - -Removal of unpermitted dock crossing into Elbow Pond, as illustrated in the existing conditions drawing (01/02/24), prepared by Thadd Eldredge, PLS, of East-Southeast LLC. -Reconstruction of existing front, side, and rear deck(s) - located with the 100’ and 50’ buffer zones, respectively, within existing footprint, utilizing existing footings where possible, per current building codes, and finished with composite - Azek - deck boards. -Repair and periodic maintenance of elevated stairs, leading from rear deck to waterfront, as illustrated in the existing conditions drawing (01/02/24). -Selective pruning of branches overhanging existing footprint of dwelling + deck structure. Photo’s attached. As always, welcome to your feedback, remarks, and greatly appreciative of your time + service to this community and the special environment in which we are so lucky to share. Sincerely yours, Sam Paine 228 CRANVIEW RD BREWSTER, MA 02631 (508) 737-4401 SAM@FILAMENT.VISION 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 Water Resources - Wetlands WPA Form 1- Request for Determination of Applicability Brewster Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality A. General Information 1. Applicant: Samuel Paine First Name Last Name 228 Cranview Rd Address Brewster City/Town (508) 737-4401 Phone Number Email Address MA State sam @filament.vision 02631 Zip Code 2. Property Owner (if different from Applicant): First Name Last Name Address City/Town State Zip Code Phone Number Email Address (if known) I -low to find Latitude and Longitude and how to convert to decimal degrees 3. Representative (if any) First Name Last Name Company Name Address City/Town State Zip Code Phone Number Email Address (if known) B. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): 228 Cranview RD Brewster Street Address City/Town 41.71510 -70.12267 Latitude (Decimal Degrees Format with 5 digits after decimal Longitude (Decimal Degrees Format with 5 digits after e.g. XX.XXXXX) decimal e.g. -XX.XXXXX) 20 12 Assessors' Map Number Assessors' Lot/Parcel Number b. Area Description (use additional paper, if necessary): Dwelling located at 228 Cranview bordering Elbow Pond c. Plan and/or Map Reference(s): (use additional paper if necessary) 07_5449B Paine Sam EXISTING 2024-01-03 stamped Title Title 01/13/2024 Date Date wpaforml.doc • rev. 4/28/2023 WPA Form 1 — Request for Determination of Applicability - Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Water Resources - Wetlands WPA Form 1- Request for Determination of Applicability Brewster Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality B. Project Description (cont.) 2. a. Activity/Work Description (use additional paper and/or provide plan(s) of Activity, if necessary): -Removal of unpermitted dock crossing into Elbow Pond, as illustrated in the existing conditions drawing (01/02/24), prepared by Thadd Eldredge, PLS, of East -Southeast LLC. -Reconstruction of existing front, side, and rear deck(s) - located with the 100' and 50' buffer zones, respectively, within existing footprint, utilizing existing footings where possible, per current building codes, and finished with composite - Azek - deck boards. -Repair and periodic maintenance of elevated stairs, leading from rear deck to waterfront, as illustrated in the existing conditions drawing (01/02/24). -Selective pruning of branches overhanging existing footprint of dwelling + deck structure. b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work (use additional paper, if necessary). 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. Single family house on a lot recorded on or before 8/1/96 Single family house on a lot recorded after 8/1/96 Expansion of an existing structure on a lot recorded after 8/1/96 Project, other than a single-family house or public project, where the applicant owned the lot before 8/7/96 ❑ New agriculture or aquaculture project ❑ Public project where funds were appropriated prior to 8/7/96 ❑ Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision ❑ Residential subdivision; institutional, industrial, or commercial project ❑ Municipal project ❑ District, county, state, or federal government project ❑ Project required to evaluate off -site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) wpaforml.doc • rev. 4/28/2023 WPA Form 1 — Request for Determination of Applicability • Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Water Resources - Wetlands WPA Form 1- Request for Determination of Applicability Brewster Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality C. Determinations 1. I request the make the following determination(s). Check any that apply: Conservation Commission ❑ a. whether the area depicted on plan(s) and/or map(s) referenced above is an area subject to jurisdiction of the Wetlands Protection Act. ❑ b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced above are accurately delineated. ❑ c. whether the Activities depicted on plan(s) referenced above is subject to the Wetlands Protection Act and its regulations. ❑ d. whether the area and/or Activities depicted on plan(s) referenced above is subject to the jurisdiction of any municipal wetlands' ordinance or bylaw of: Name of Municipality ❑ e. whether the following scope of alternatives is adequate for Activities in the Riverfront Area as depicted on referenced plan(s). D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I further certify that the property owner, if different from the applicant, and the appropriate DEP Regional Office were sent a complete copy of this Request (including all appropriate documentation) simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in a timely manner may result in dismissal of the Request for Determination of Applicability. Signatures: I also understand that notification of this Request will be placed in a local newspaper at my expense in acco ar e with Section 10.05(3)(b)(1) of the Wetlands Protection Act regulations. Signature oofApplicant Date Signature of Representative (if any) Date wpaforml.doc • rev 4/28/2023 WPA Form 1 — Request for Determination of Applicability • Page 3 of 3 r- e MassDEP's Online Filing System MassDEP Home 1 Contact 1 Privacy Policy Username:SAMPAINE Nickname: SAM PAINE Summary/Receipt Forms Attach Files Sigrietym Re `pt Your submission is complete. Thank you for using DEP's online reporting system. You can select "My eDEP" to see a list of your transactions. DEP Transaction ID: 1696379 Date and Time Submitted: 3/20/2024 12:36:35 PM Other Email : Form Name: Submittal Platform for WPA Form 1 - RDA Project Location City/Town Name: BREWSTER Location: 228 CRANVIEW RD Project Description: REBUILD OF EXT DECK, STAIR MAINT, PRUNING Applicant Information Name: SAMUEL PAINE Company Address: 228 CRANVIEW RD, BREWSTER, MA, 02631 Ancillary Document Uploaded/Mailed 01_228 Cranview Cons Abutters 03_Interim RDA Form Final Draft 4.28.23 04_1_228 Cranview Brewster Wet 1 04_2_228 Cranview Brewster Wet 2 04_3_228 Cranview Brewster Up 1 04_4_228 Cranview Brewster Up 2 05_MA_Harwich_20210210_TM_geo 06_228Cranview_ConservationSubmittal_240313 07_5449B Paine Sam EXISTING 2024-01-03 stamped print receipt 1 Exit My eDEP BORDERING VEGETATED WETLAND DETERMINATION FORM Project/Site: ___________________________________ City/Town: ____________________ Sampling Date: ___________ Applicant/Owner: ____________________________________________ Sampling Point or Zone: ____________________ Investigator(s):_______________________________________________Latitude / Longitude:________________________ Soil Map Unit Name:_________________________________________ NWI or DEP Classification: ___________________ Are climatic/hydrologic conditions on the site typical for this time of year? Yes _____ No _____ (If no, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ significantly disturbed? (If yes, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ naturally problematic? (If yes, explain in Remarks) SUMMARY OF FINDINGS – Attach site map and photograph log showing sampling locations, transects, etc. Wetland vegetation criterion met? Yes ______ No ______ Is the Sampled Area within a Wetland? Yes ____ No _____ Hydric Soils criterion met? Yes ______ No ______ Wetlands hydrology present? Yes ______ No ______ Remarks, Photo Details, Flagging, etc.: HYDROLOGY Field Observations: Surface Water Present? Yes ______ No _______ Depth (inches) ______________ Water Table Present? Yes ______ No _______ Depth (inches) ______________ Saturation Present (including capillary fringe)? Yes ______ No _______ Depth (inches) ______________ Wetland Hydrology Indicators Reliable Indicators of Wetlands Hydrology Indicators that can be Reliable with Proper Interpretation Indicators of the Influence of Water ____ Water-stained leaves ___ Hydrological records ____ Direct observation of inundation ____ Evidence of aquatic fauna ___ Free water in a soil test hole ____ Drainage patterns ____ Iron deposits ___ Saturated soil ____ Drift lines ____ Algal mats or crusts ___ Water marks ____ Scoured areas ____ Oxidized rhizospheres/pore linings ___ Moss trim lines ____ Sediment deposits ____ Thin muck surfaces ___ Presence of reduced iron ____ Surface soil cracks ____ Plants with air-filled tissue (aerenchyma) ___ Woody plants with adventitious roots ____ Sparsely vegetated concave surface ____ Plants with polymorphic leaves ___ Trees with shallow root systems ____ Microtopographic relief ____ Plants with floating leaves ____ Hydrogen sulfide odor ___ Woody plants with enlarged lenticels ____ Geographic position (depression, toe of slope, fringing lowland Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available): This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according to the applicable regulatory provisions. Form Revised July 2023 Sampling Point__________ 2 VEGETATION – Use both common and scientific names of plants. Tree Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Shrub/Sapling Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Herb Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ________ = Total Cover Form Revised July 2023 Sampling Point__________ 3 VEGETATION – continued. Woody Vine Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. ________ = Total Cover Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes _____ No ________ Dominance Test: Number of dominant species Number of dominant species that are wetland indicator plants Do wetland indicator plants make up ≥ 50% of dominant plant species? Yes ______ No _______ Prevalence Index: OBL species Total % Cover (all strata) Multiply by: Result X 1 = FACW species X 2 = FAC species X 3 = FACU species X 4 = UPL species X 5 = Column Totals (A) (B) Prevalence Index B/A = Is the Prevalence Index ≤ 3.0? Yes ______ No _______ Wetland vegetation criterion met? Yes _______ No ________ Definitions of Vegetation Strata Tree - Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height Shrub / Sapling - Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall Herb - All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall Woody vines - All woody vines greater than 3.3 ft. (1 m) in height Cover Ranges Range Midpoint 1-5 %3.0 % 6-15 %10.5 % 15-25 %20.5 % 26-50 %38.0 % 51-75 %63.0 % 76-95 %85.5 % 96-100 %98.0 % Form Revised July 2023 Sampling Point__________ 4 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators) Depth (inches) Matrix Redox Features Texture Remarks Color (moist) % Color (moist) % Type1 Location2 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 2Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils ____ Histosol (A1) ____ Polyvalue Below Surface (S8) ____ 2 cm Muck (A10) ____ Histic Epipedon (A2) ____ Thin Dark Surface (S9) ___ 5 cm Mucky Peat or Peat (S3) ____ Black Histic (A3) ____ Hydrogen Sulfide (A4) ____ Loamy Gleyed Matrix (F2) ____ Stratified Layers (A5) ____ Depleted Matrix (F3) ____ Depleted Below Dark Surface (A11) ____ Redox Dark Surface (F6) ___ Iron-Manganese Masses (F12) ____ Thick Dark Surface (A12) ____ Depleted Dark Surface (F7) ___ Mesic Spodic (A17) ____ Sandy Mucky Mineral (S1) ___ Red Parent Material (F21) ____ Sandy Gleyed Matrix (S4) ___ Very Shallow Dark Surface (F22) ____ Sandy Redox (S5) ___ Other (Include Explanation in Remarks) ____ Stripped Matrix (S6) ____ Dark Surface (S7) Restrictive Layer (if observed) Type: _____________________________ Depth (inches): ______________________ Remarks: Hydric Soils criterion met? Yes _______ No ________ ____ Redox Depressions (F8) Form Revised July 2023 BORDERING VEGETATED WETLAND DETERMINATION FORM Project/Site: ___________________________________ City/Town: ____________________ Sampling Date: ___________ Applicant/Owner: ____________________________________________ Sampling Point or Zone: ____________________ Investigator(s):_______________________________________________Latitude / Longitude:________________________ Soil Map Unit Name:_________________________________________ NWI or DEP Classification: ___________________ Are climatic/hydrologic conditions on the site typical for this time of year? Yes _____ No _____ (If no, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ significantly disturbed? (If yes, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ naturally problematic? (If yes, explain in Remarks) SUMMARY OF FINDINGS – Attach site map and photograph log showing sampling locations, transects, etc. Wetland vegetation criterion met? Yes ______ No ______ Is the Sampled Area within a Wetland? Yes ____ No _____ Hydric Soils criterion met? Yes ______ No ______ Wetlands hydrology present? Yes ______ No ______ Remarks, Photo Details, Flagging, etc.: HYDROLOGY Field Observations: Surface Water Present? Yes ______ No _______ Depth (inches) ______________ Water Table Present? Yes ______ No _______ Depth (inches) ______________ Saturation Present (including capillary fringe)? Yes ______ No _______ Depth (inches) ______________ Wetland Hydrology Indicators Reliable Indicators of Wetlands Hydrology Indicators that can be Reliable with Proper Interpretation Indicators of the Influence of Water ____ Water-stained leaves ___ Hydrological records ____ Direct observation of inundation ____ Evidence of aquatic fauna ___ Free water in a soil test hole ____ Drainage patterns ____ Iron deposits ___ Saturated soil ____ Drift lines ____ Algal mats or crusts ___ Water marks ____ Scoured areas ____ Oxidized rhizospheres/pore linings ___ Moss trim lines ____ Sediment deposits ____ Thin muck surfaces ___ Presence of reduced iron ____ Surface soil cracks ____ Plants with air-filled tissue (aerenchyma) ___ Woody plants with adventitious roots ____ Sparsely vegetated concave surface ____ Plants with polymorphic leaves ___ Trees with shallow root systems ____ Microtopographic relief ____ Plants with floating leaves ____ Hydrogen sulfide odor ___ Woody plants with enlarged lenticels ____ Geographic position (depression, toe of slope, fringing lowland Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available): This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according to the applicable regulatory provisions. Form Revised July 2023 Sampling Point__________ 2 VEGETATION – Use both common and scientific names of plants. Tree Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Shrub/Sapling Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Herb Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ________ = Total Cover Form Revised July 2023 Sampling Point__________ 3 VEGETATION – continued. Woody Vine Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. ________ = Total Cover Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes _____ No ________ Dominance Test: Number of dominant species Number of dominant species that are wetland indicator plants Do wetland indicator plants make up ≥ 50% of dominant plant species? Yes ______ No _______ Prevalence Index: OBL species Total % Cover (all strata) Multiply by: Result X 1 = FACW species X 2 = FAC species X 3 = FACU species X 4 = UPL species X 5 = Column Totals (A) (B) Prevalence Index B/A = Is the Prevalence Index ≤ 3.0? Yes ______ No _______ Wetland vegetation criterion met? Yes _______ No ________ Definitions of Vegetation Strata Tree - Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height Shrub / Sapling - Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall Herb - All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall Woody vines - All woody vines greater than 3.3 ft. (1 m) in height Cover Ranges Range Midpoint 1-5 %3.0 % 6-15 %10.5 % 15-25 %20.5 % 26-50 %38.0 % 51-75 %63.0 % 76-95 %85.5 % 96-100 %98.0 % Form Revised July 2023 Sampling Point__________ 4 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators) Depth (inches) Matrix Redox Features Texture Remarks Color (moist) % Color (moist) % Type1 Location2 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 2Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils ____ Histosol (A1) ____ Polyvalue Below Surface (S8) ____ 2 cm Muck (A10) ____ Histic Epipedon (A2) ____ Thin Dark Surface (S9) ___ 5 cm Mucky Peat or Peat (S3) ____ Black Histic (A3) ____ Hydrogen Sulfide (A4) ____ Loamy Gleyed Matrix (F2) ____ Stratified Layers (A5) ____ Depleted Matrix (F3) ____ Depleted Below Dark Surface (A11) ____ Redox Dark Surface (F6) ___ Iron-Manganese Masses (F12) ____ Thick Dark Surface (A12) ____ Depleted Dark Surface (F7) ___ Mesic Spodic (A17) ____ Sandy Mucky Mineral (S1) ___ Red Parent Material (F21) ____ Sandy Gleyed Matrix (S4) ___ Very Shallow Dark Surface (F22) ____ Sandy Redox (S5) ___ Other (Include Explanation in Remarks) ____ Stripped Matrix (S6) ____ Dark Surface (S7) Restrictive Layer (if observed) Type: _____________________________ Depth (inches): ______________________ Remarks: Hydric Soils criterion met? Yes _______ No ________ ____ Redox Depressions (F8) Form Revised July 2023 BORDERING VEGETATED WETLAND DETERMINATION FORM Project/Site: ___________________________________ City/Town: ____________________ Sampling Date: ___________ Applicant/Owner: ____________________________________________ Sampling Point or Zone: ____________________ Investigator(s):_______________________________________________Latitude / Longitude:________________________ Soil Map Unit Name:_________________________________________ NWI or DEP Classification: ___________________ Are climatic/hydrologic conditions on the site typical for this time of year? Yes _____ No _____ (If no, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ significantly disturbed? (If yes, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ naturally problematic? (If yes, explain in Remarks) SUMMARY OF FINDINGS – Attach site map and photograph log showing sampling locations, transects, etc. Wetland vegetation criterion met? Yes ______ No ______ Is the Sampled Area within a Wetland? Yes ____ No _____ Hydric Soils criterion met? Yes ______ No ______ Wetlands hydrology present? Yes ______ No ______ Remarks, Photo Details, Flagging, etc.: HYDROLOGY Field Observations: Surface Water Present? Yes ______ No _______ Depth (inches) ______________ Water Table Present? Yes ______ No _______ Depth (inches) ______________ Saturation Present (including capillary fringe)? Yes ______ No _______ Depth (inches) ______________ Wetland Hydrology Indicators Reliable Indicators of Wetlands Hydrology Indicators that can be Reliable with Proper Interpretation Indicators of the Influence of Water ____ Water-stained leaves ___ Hydrological records ____ Direct observation of inundation ____ Evidence of aquatic fauna ___ Free water in a soil test hole ____ Drainage patterns ____ Iron deposits ___ Saturated soil ____ Drift lines ____ Algal mats or crusts ___ Water marks ____ Scoured areas ____ Oxidized rhizospheres/pore linings ___ Moss trim lines ____ Sediment deposits ____ Thin muck surfaces ___ Presence of reduced iron ____ Surface soil cracks ____ Plants with air-filled tissue (aerenchyma) ___ Woody plants with adventitious roots ____ Sparsely vegetated concave surface ____ Plants with polymorphic leaves ___ Trees with shallow root systems ____ Microtopographic relief ____ Plants with floating leaves ____ Hydrogen sulfide odor ___ Woody plants with enlarged lenticels ____ Geographic position (depression, toe of slope, fringing lowland Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available): This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according to the applicable regulatory provisions. Form Revised July 2023 Sampling Point__________ 2 VEGETATION – Use both common and scientific names of plants. Tree Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Shrub/Sapling Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Herb Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ________ = Total Cover Form Revised July 2023 Sampling Point__________ 3 VEGETATION – continued. Woody Vine Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. ________ = Total Cover Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes _____ No ________ Dominance Test: Number of dominant species Number of dominant species that are wetland indicator plants Do wetland indicator plants make up ≥ 50% of dominant plant species? Yes ______ No _______ Prevalence Index: OBL species Total % Cover (all strata) Multiply by: Result X 1 = FACW species X 2 = FAC species X 3 = FACU species X 4 = UPL species X 5 = Column Totals (A) (B) Prevalence Index B/A = Is the Prevalence Index ≤ 3.0? Yes ______ No _______ Wetland vegetation criterion met? Yes _______ No ________ Definitions of Vegetation Strata Tree - Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height Shrub / Sapling - Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall Herb - All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall Woody vines - All woody vines greater than 3.3 ft. (1 m) in height Cover Ranges Range Midpoint 1-5 %3.0 % 6-15 %10.5 % 15-25 %20.5 % 26-50 %38.0 % 51-75 %63.0 % 76-95 %85.5 % 96-100 %98.0 % Form Revised July 2023 Sampling Point__________ 4 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators) Depth (inches) Matrix Redox Features Texture Remarks Color (moist) % Color (moist) % Type1 Location2 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 2Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils ____ Histosol (A1) ____ Polyvalue Below Surface (S8) ____ 2 cm Muck (A10) ____ Histic Epipedon (A2) ____ Thin Dark Surface (S9) ___ 5 cm Mucky Peat or Peat (S3) ____ Black Histic (A3) ____ Hydrogen Sulfide (A4) ____ Loamy Gleyed Matrix (F2) ____ Stratified Layers (A5) ____ Depleted Matrix (F3) ____ Depleted Below Dark Surface (A11) ____ Redox Dark Surface (F6) ___ Iron-Manganese Masses (F12) ____ Thick Dark Surface (A12) ____ Depleted Dark Surface (F7) ___ Mesic Spodic (A17) ____ Sandy Mucky Mineral (S1) ___ Red Parent Material (F21) ____ Sandy Gleyed Matrix (S4) ___ Very Shallow Dark Surface (F22) ____ Sandy Redox (S5) ___ Other (Include Explanation in Remarks) ____ Stripped Matrix (S6) ____ Dark Surface (S7) Restrictive Layer (if observed) Type: _____________________________ Depth (inches): ______________________ Remarks: Hydric Soils criterion met? Yes _______ No ________ ____ Redox Depressions (F8) Form Revised July 2023 BORDERING VEGETATED WETLAND DETERMINATION FORM Project/Site: ___________________________________ City/Town: ____________________ Sampling Date: ___________ Applicant/Owner: ____________________________________________ Sampling Point or Zone: ____________________ Investigator(s):_______________________________________________Latitude / Longitude:________________________ Soil Map Unit Name:_________________________________________ NWI or DEP Classification: ___________________ Are climatic/hydrologic conditions on the site typical for this time of year? Yes _____ No _____ (If no, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ significantly disturbed? (If yes, explain in Remarks) Are Vegetation _______ , Soil ______ , or Hydrology _____ naturally problematic? (If yes, explain in Remarks) SUMMARY OF FINDINGS – Attach site map and photograph log showing sampling locations, transects, etc. Wetland vegetation criterion met? Yes ______ No ______ Is the Sampled Area within a Wetland? Yes ____ No _____ Hydric Soils criterion met? Yes ______ No ______ Wetlands hydrology present? Yes ______ No ______ Remarks, Photo Details, Flagging, etc.: HYDROLOGY Field Observations: Surface Water Present? Yes ______ No _______ Depth (inches) ______________ Water Table Present? Yes ______ No _______ Depth (inches) ______________ Saturation Present (including capillary fringe)? Yes ______ No _______ Depth (inches) ______________ Wetland Hydrology Indicators Reliable Indicators of Wetlands Hydrology Indicators that can be Reliable with Proper Interpretation Indicators of the Influence of Water ____ Water-stained leaves ___ Hydrological records ____ Direct observation of inundation ____ Evidence of aquatic fauna ___ Free water in a soil test hole ____ Drainage patterns ____ Iron deposits ___ Saturated soil ____ Drift lines ____ Algal mats or crusts ___ Water marks ____ Scoured areas ____ Oxidized rhizospheres/pore linings ___ Moss trim lines ____ Sediment deposits ____ Thin muck surfaces ___ Presence of reduced iron ____ Surface soil cracks ____ Plants with air-filled tissue (aerenchyma) ___ Woody plants with adventitious roots ____ Sparsely vegetated concave surface ____ Plants with polymorphic leaves ___ Trees with shallow root systems ____ Microtopographic relief ____ Plants with floating leaves ____ Hydrogen sulfide odor ___ Woody plants with enlarged lenticels ____ Geographic position (depression, toe of slope, fringing lowland Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available): This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according to the applicable regulatory provisions. Form Revised July 2023 Sampling Point__________ 2 VEGETATION – Use both common and scientific names of plants. Tree Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Shrub/Sapling Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. ________ = Total Cover Herb Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ________ = Total Cover Form Revised July 2023 Sampling Point__________ 3 VEGETATION – continued. Woody Vine Stratum Plot size _______________________ Common name Scientific name Indicator Status Absolute % Cover Dominant? (yes/no) Wetland Indictor? (yes/no) 1. 2. 3. 4. ________ = Total Cover Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes _____ No ________ Dominance Test: Number of dominant species Number of dominant species that are wetland indicator plants Do wetland indicator plants make up ≥ 50% of dominant plant species? Yes ______ No _______ Prevalence Index: OBL species Total % Cover (all strata) Multiply by: Result X 1 = FACW species X 2 = FAC species X 3 = FACU species X 4 = UPL species X 5 = Column Totals (A) (B) Prevalence Index B/A = Is the Prevalence Index ≤ 3.0? Yes ______ No _______ Wetland vegetation criterion met? Yes _______ No ________ Definitions of Vegetation Strata Tree - Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height Shrub / Sapling - Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall Herb - All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall Woody vines - All woody vines greater than 3.3 ft. (1 m) in height Cover Ranges Range Midpoint 1-5 %3.0 % 6-15 %10.5 % 15-25 %20.5 % 26-50 %38.0 % 51-75 %63.0 % 76-95 %85.5 % 96-100 %98.0 % Form Revised July 2023 Sampling Point__________ 4 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators) Depth (inches) Matrix Redox Features Texture Remarks Color (moist) % Color (moist) % Type1 Location2 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 2Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils ____ Histosol (A1) ____ Polyvalue Below Surface (S8) ____ 2 cm Muck (A10) ____ Histic Epipedon (A2) ____ Thin Dark Surface (S9) ___ 5 cm Mucky Peat or Peat (S3) ____ Black Histic (A3) ____ Hydrogen Sulfide (A4) ____ Loamy Gleyed Matrix (F2) ____ Stratified Layers (A5) ____ Depleted Matrix (F3) ____ Depleted Below Dark Surface (A11) ____ Redox Dark Surface (F6) ___ Iron-Manganese Masses (F12) ____ Thick Dark Surface (A12) ____ Depleted Dark Surface (F7) ___ Mesic Spodic (A17) ____ Sandy Mucky Mineral (S1) ___ Red Parent Material (F21) ____ Sandy Gleyed Matrix (S4) ___ Very Shallow Dark Surface (F22) ____ Sandy Redox (S5) ___ Other (Include Explanation in Remarks) ____ Stripped Matrix (S6) ____ Dark Surface (S7) Restrictive Layer (if observed) Type: _____________________________ Depth (inches): ______________________ Remarks: Hydric Soils criterion met? Yes _______ No ________ ____ Redox Depressions (F8) Form Revised July 2023 TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Date:__________________________________________________________________ Project:________________________________________________________________ Location:______________________________________________________________ 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 a permit 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 permit. This site access authorization is valid until a Statement of Compliance is issued by the Conservation Commission. Authorized Signature:_________________________________ Date:_____________________ Please Print Name:___________________________________ If other than owner, please state whether tenant, agent, or other:__________________________ Mailing Address: _____________________________________________________ _____________________________________________________ _____________________________________________________ Phone:______________________________ Email:____________________________________ Cell:________________________________ Fax:______________________________________ 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: ___________________ To: Abutters of property located at: ________________________________________ Assessors' Map_______, Parcel_______, Formerly Map_________, Parcel________ From: _____________________________________________________________ , Applicant Owner of Property: _______________________________________________ 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: 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,_____________________________, 20_________. 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. Sincerely, _____________________________________________Representative for Applicant TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 20/12/0 Key ZipCd/CountryMailing City STOwnerParcel ID Location Mailing Street MABREWSTER 026310 COMMON AREA 293 CRANVIEW ROADEARLY BLACK BOG ASSOCIATION8563 20-5-0-R STEPHEN HAAS(51-18-17) MABREWSTER 02631242 CRANVIEW ROAD 242 CRANVIEW ROADCORREIA RICHARD A SR &8557 20-10-0-R CORREIA CHERYL A(51-18-9) MABREWSTER 02631236 CRANVIEW ROAD 236 CRANVIEW ROADWILLIAMSON DEAN V8556 20-11-0-R (51-18-8) MACHATHAM 02633228 CRANVIEW ROAD 15 EVERGREEN LANEPAINE SAMUEL8555 20-12-0-R (51-18-7) MABREWSTER 026310 COMMON AREA 293 CRANVIEW ROADEARLY BLACK BOG ASSOCIATION8562 20-13-0-R STEPHEN HAAS(51-18-16) MABREWSTER 02631204 CRANVIEW ROAD 204 CRANVIEW ROADMCGRATH JAMES R & LYNNE A13068 20-14-13068-R (51-16-1) MABREWSTER 02631205 CRANVIEW ROAD 205 CRANVIEW ROADCASEY KEVIN R & JUDITH A13069 20-14-13069-R (51-16-2) MABREWSTER 02631225 CRANVIEW ROAD 225 CRANVIEW ROADLAFFEY KEITH & LILLA8554 20-19-0-R (51-18-6) MABREWSTER 026310 CRANVIEW ROAD 293 CRANVIEW ROADEARLY BLACK BOG ASSOCIATION8560 20-20-0-R ATT: STEPHEN HAAS(51-18-14) Page 13/13/2024 20-5-0-R EARLY BLACK BOG ASSOCIATION STEPHEN HAAS 293 CRANVIEW ROAD BREWSTER, MA 02631 20-10-0-R CORREIA RICHARD A SR & CORREIA CHERYL A 242 CRANVIEW ROAD BREWSTER, MA 02631 20-11-0-R WILLIAMSON DEAN V 236 CRANVIEW ROAD BREWSTER, MA 02631 20-12-0-R PAINE SAMUEL 15 EVERGREEN LANE CHATHAM, MA 02633 20-13-0-R EARLY BLACK BOG ASSOCIATION STEPHEN HAAS 293 CRANVIEW ROAD BREWSTER, MA 02631 20-14-13068-R MCGRATH JAMES R & LYNNE A 204 CRANVIEW ROAD BREWSTER, MA 02631 20-14-13069-R CASEY KEVIN R & JUDITH A 205 CRANVIEW ROAD BREWSTER, MA 02631 20-19-0-R LAFFEY KEITH & LILLA 225 CRANVIEW ROAD BREWSTER, MA 02631 20-20-0-R EARLY BLACK BOG ASSOCIATION ATT: STEPHEN HAAS 293 CRANVIEW ROAD BREWSTER, MA 02631 U.S. Postal ServiceTM CERTIFIED MAILS RECEIPT :,4omestic Mali Only For delivery information, visit our website at www.lisps.com IJ r1 Q ru Q rR it co Ln Postmark Here MAR 2 C Cerified Mail Fee $ Extra Services & Fees (orieckbox, add lea as appropriate ❑ Return Receipt (hardcapyj ❑ Retum Receipt (electronic) $ ❑CeAlned Mail Restricted Delivery $ Q Adult Signature Required $ DAdult $3gnature Restricted Delivery $ Postage Total Postage and Fees $ Sane To � fh5., F �t c�6�[ guest and or PO Box No. �r bop, state. 2TPwi� 'd` ` _ CICA \ lU) Q U.S. Postal Service' CERTIFIED MAIL® RECEIPT Domestic Mail Only I-0 0 ECt ru ru r -1 ❑710 527❑ For delivery Information, visit our website at www.usps.com . 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No., or -1375-6-6x No. any ZIP 4 ca 61 PS Form 3800 Januar 2023 PSN 7530.02.000 -soar See Reverse for Instruc i+ r m Q U.S. Postal Service"' CERTIFIED MAIL® RECEIPT Domestic Marl Only For delivery Information, visit our website at www.usps,com _Y Certified Mail Fee 3 Extra .Servk:es & Fees (check ti•ruc, add fee as ap © Return Receipt (hardcopyl $ © Return Receipt (electronic) $ Q Certified Mali Restricted Delivery 3 © Adult Signature Required $ 0 Adult Signature Restricted Delivery $ Postage 5 Total Postage and Fees Sent To Street and, ata) �� •L. \U\, a, z., ar r5 8vx 1228 ❑❑86 0 nj u1 f--i Er - co Er U.S. Postal Service` CERTIFIED MAIL® RECEIPT Domestic Mall Only For delivery information, visit our website at www.usps.com Certified Mail Fee $ Extra Services & Fees (check box, add reeas epproph'ate) Q Realm Receipt (hardevpyl. S © Ream Receipt ielectrordc) $ ❑Csrtirred Malt Restricted Delivery $ ▪ Adult Signature Required $ ©Adult Signature Restricted Denver,/ S - tI Postage 5 Total Postage and Fees $ Sent To CfP,SeD -S`treet and -A. ot. No. or Pt Pox No. City. State, Zi0+0 uSPS� F Postmark Here RIO C r N,) %'C [Y- M 0? ] PS Form 3800, Janua 2623 FBnr 7530-02•=1.3D47 See Reverse for Instructions fa D rV ru rR P- 11.1 u1 0 rR 1 iza U.S. Postal Servicer" CERTIFIED MAIL® RECEIPT Domestic Mai! Only Far delivery information, visit our website at www.usps.com"'. F F! 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No., or Box No. J (1 irr'{y, State, 21P+45 s • Postmark 2 0 2Asr� 16, PS Form 3800, January 2023 PSN 7530 -02 -tau -soar See Reverse for Instructions rn ati (L s U.S. Postal Service" CERTIFIED MAILS RECEIPT oomoslic Mall Only For delivery Information, visit our wobsllo at rnvwusps.conr . p i Mail Fee 54.40 ion en Paso. Dm 014.6m rachel WacumYl ❑ wl Hseluae Dahmer ❑.Mit • wan Pen" ❑mum 14aeY.Poe DeMrr, 5 2024 Pos',ago S r—± T end Foes a°.( 0 S Seitt ufro0 Gry, Z 1'ST. Ao u�Y• 7O- S fir, PS Form 3800, Jimmy 2023 14 y 4 v• See Reverse1er InelrocttoM c el 08 2 To: Cape Codder - 781433-7902, ext. 7902 :gals@wickedlocal.com; From: Cassandra West Brewster Conservation Commission 1657 Main Street Brewster, MA 02631 (508) 896-4546 ext. 4243 cwest a@brewster-r For publication in the Cape Codder Newspaper on March 29, 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, April 09, 2024 at 6:OOPM, 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=d2VINm5LcnU2TnBKWExMVEJFUUduQ 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.,.. ), or Video recording (tv.brewster-ma.,; The Brewster Conservation Commission will consider the following Request for Determination of Applicability submittal(s) for: a. 228 Cranview Road, 20-12. Sam Paine proposes the removal of an unpermitted dock, reconstruction of existing decks, repair and maintenance of elevated stairs, and pruning of branches overhanging dwelling within the 100 -ft buffer of Elbow Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-02. b. 286 Landing Drive, 82-3. Janet Fogel and Bob Schlegel propose to remove and replace existing decking and railing on stairs and landings within the 50 and 100 -ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-03. The Brewster Conservation Commission will consider the following Request for Amended Order of Conditions submittal(s) for: b. 0 Crowell's Bog Road (Long Pond Landing), 61-9 & 61-26. The Town of Brewster requests an amended Order of Conditions to SE9-1917, including correcting prop dredge scour at the end of the newly constructed ramp; adding one additional floating dock section; adding a cobble edging along boat ramp; beach nourishment; replacing existing shed; and adding Conservation Seed Mix, in the resource area and 100 -ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. 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). TOWN OF BREWSTER NATURAL RESOURCES DEPARTMENT 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 FAX: (508) 896-8089 CONSERVATIONS BREW STER-MA. GO V OFFICE OF CONSERVATION COMMISSION Request for Determination of Applicability Filing Checklist Before you submit your Request for Determination of Applicability to the Conservation Commission and other applicable agencies, please complete and sign this checklist, showing that you understand and have completed all of the forms and procedures required for a Request for Determination of Applicability filing. The Conservation Commission will not open the hearing if the filing is not complete. The Conservation Commission requires one (1) complete electronic copy and three (3) complete paper copies of the Request for Determination and attached plan(s) for each filing. Include each item of the application, with pages numbered consecutively and in the order designated on this checklist. Staple these pages together, and attach the plan(s) with a paper clip. Collectively, each item of the application and the plan(s) represent one complete copy. In addition, the Conservation Commission members require a copy of the plan(s) and a copy of the narrative/variance request rather than full copies of the Request for Determination of Applicability. Please include ten [10) copies of the plants) with a copy of the narrative/variance request stapled to each. Unless a digital application was submitted to the Massachusetts Department of Environmental Protection, one complete paper copy of the NOI should be sent by US Certified, Return Receipt Mail, to the DEP Southeast Regional Office, 20 Riverside Drive, Lakeville, MA, 02347. Submit the Certified Receipt Postal Service Form 3800 to the Conservation Commission. Submit only ONE copy of this checklist. Components of the A: ilication 1. Obtain a certified abutters' list from the Brewster Assessors' Office and a photocopy of the appropriate section of the Town of Brewster Assessors' map, showing the property of the project and all abutting properties required for a legal wetland filing under the BWP By-law. This list will provide the names of all direct abutters to the property (first abutters), all that abut the first abutters (second abutters) if they are within 300 feet of the lot lines of the property, and lot(s) directly across the street from your lot. The street is the first abutter and lots directly across, second abutters. If abutters are in another town, obtain a certified list of the abutters from the assessors' office in that town, and submit it and the appropriate assessors' map in the application also. Submit the certified abutters' list and the Assessors' map, as part of the application 12 2. Notify all abutters on the list of your proposed project on the RDA "Notice to Abutters" form letter, by Certified, Return Receipt mail or hand delivery before or on the da of filing,lluig submit the Certified Mail receipts (Form 3800) as part of the filing. t LA Pbstgi Service Form 3811 at the hearing. jj MAR 2 12024 • 3, Complete and include the state RDA application (WPA Form 1). ❑ 4. If applicable, include DEP Appendix G. Field Data Forms for bordering vegetated wetlands. Submit one form for each area tested; one form for the wetland area and one for the upland. • 5. Include a photocopy of an 8" by 10" section of the appropriate United States Geological Survey (USGS) Quadrangle Map clearly showing the location of the project. Ca 6. Include a clear narrative, describing all aspects of the project. ❑ 7. Include a professional site plan in accordance with the enclosed Brewster Conservation Commission "Policy for Plans Used for Wetland Permitting". Designate buffer zones and wetlands in color (blue line = 100 feet, red line = 50 feet, green line = wetland). 12 8. Include a copy of the RDA "Notice to Abutters" form letter. ❑ 9. If the lot is an undeveloped, secluded, or otherwise unidentifiable area, identify the lot on the plan by the number of the nearest telephone pole or the nearest road intersection. If there is no pole on the lot, describe the lot's proximity to the nearest; for example, "The lot is twelve feet east of telephone pole no.167". • 10. The town filing fee for a Request for Determination of Applicability is $75.00, with an advertising fee of $15.00 and a $20.00 fee for processing and mailing. Include this as one check for $110.00 payable to the Town of Brewster, with the application. The state does not assess a fee for an RDA. lid 11. Fold each plan separately, right side out with the title visible, and paper clip it to each copy of the application. 12 12. Include a signed Site Access Authorization Form. • 13. Properly stake and flag the project site to identify all portions of the project, prior to the day of filing. • Clearly stake all boundaries and limits of work. • Clearly identify all stakes and flags in the field, showing the 100 foot and 50 foot buffer zones and wetland areas. • Designate each wetland type on the flag as "BVW" (bordering vegetated wetland), "TOB" (top of bank), "LSF" (land subject to flooding), etc. Department staff and Conservation Commissioners will inspect the site. Unless a holiday interferes, the filing deadline for applications is noon on the Thursday at least ten (10) business days before the hearing. The hearing must be advertised in a local newspaper (at the time, the Cape Codder newspaper) no less than five business days before a hearing. 1, /i'�✓�!1 , confirm that this application is complete. Environmental consultant/engineer/surveyor/applicant RDA# Name Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Brewster City/Town WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling out forms on the computer, use only the tab key to move your cursor - do not Mailing Address ' MA Q 2-L03 use the return Brewster key. rah 1. Applicant: 60 S Chi f'c ei 31 San Poi ZobfsCHefle I+ `m9LA i cam E -Mail Address NameChar .ZS. Lc -idiom bri vC. ontact{Name '5 V D L, (.p lv0 City/Town 1 ' L069 -4 - Phone Number Fax Number (if applicable) 2. Representative (if any): eCA.B re —C-4 . Curks%Gfic'r> State Zip Code RfrCuild Firm ,i Oaf -Son r E -Mail Address Mailing Address s v'v OU r 1-er-L.ir1 5 --- f k l City/Town Phone Number Fax Number (if applicable) Zip Code State B. Determinations 1. I request the Brewster _ make the following determination(s). Check any that apply: Conservation Commission a. whether the area depicted on plan(s) and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. ❑ b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced below are accurately delineated. c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. d, whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: crews rere Name of Municipality 0 e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wpaforml .doc • rev. 7/27/2020 WPA Form 1— Request for Determination of Appticabifty • Page 1 of 4 RDA# Arne C. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): (p L to CI 1' no, 'Dn V e Brewster Street Add ss City)TEn Assessors Map/Plat Number Parcel/Lot Number b. Area Description (use additional paper, if necessary): \YU c OS-e[t Wade? 'is orrl \ D rub pond sn 6-e. cam` pro c) e rte{ . I ►nt arecL,s 0- 5\ -tee>> vec:to,kerk s\o ,e, Stt tc't ached c. Plan and/or Map Reference(s): S1*' �it -�'�— Title Title Date Date Title Date 2. a. Work Description (use additional paper and/or provide plan(s) of work, if necessary): l e nn voJ 0-F exi St7 nC) ct ecL t 'g oar d ir&ki nd on 5+-c r5 and tCifcit-to S d0u)rl 11 wog-�-�V a.ctSs r.:_?,d re,,( -t. lit -r . ed w i n cx pOSi+-c deck t-�5 c�x�ci 7rc.S ;ur-C, s C. Project Description (cont.) b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work (use additional paper, if necessary). wpafo rrn 1.doc • rev. 7/27/2020 WPA Fort 1— Request for Determination of Applicability • Page 2 of 4 RDA# Name 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. ❑ Single family house on a lot recorded on or before 8/1/96 ❑ Single family house on a lot recorded after 8/1/96 ❑ Expansion of an existing structure on a lot recorded after 8/1196 ❑ Project, other than a single-family house or public project, where the applicant owned the lot before 8/7/96 ❑ New agriculture or aquaculture project ❑ Public project where funds were appropriated prior to 8/7/96 ❑ Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision ❑ Residential subdivision; institutional, industrial, or commercial project ❑ Municipal project ❑ District, county, state, or federal government project ❑ Project required to evaluate off -site altematives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I further certify that the property owner, if different from the applicant, and the appropriate DEP Regional Office were sent a complete copy of this Request (including all appropriate documentation) simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in a timely manner may result in dismissal of the Request for Determination of Applicability. wpaforml.doc • rev. 7/27/2020 WPA Form 1 — Request for Determination of Applicability • Page 3 of 4 RDA# Name Name and address of the propertty owner. t30\49 S cr \ er- \ .e t 3 Tcun Name LCihCf n Mailing Address l-5Y'-tv‘J'7ht 2Y' City/Town �� 3 State Signatures: 1 also understand that notification of this Request will be placed in a local newspaper at my expense in accordance with Section 10.05(3)(b)(1) of the Wetlands Protection Act regulations. Zip Code Signature of Applicant Date 312v;2J4 Signature of Representative (if any) Date wpaforml.doc • rev. 7/27/2020 WPA Fond 1— Request for Determination of Appticability • Page 4 of 4 RDA# Verne game and address of the oroperty owner: go . Sc.6.1, 54L ' cuff L fame if,6 Cel . •:ailrnc N dress f Fir=e - er O 31 :rgnatures: iso understand that notification of this Reauest will be placed in a local r'e::spr - ehpen: • ccofaance wan Section 10.O5(3)ih qi 'jot the VYtienas Protection Act reauia_. J . ni. 4hi 1_1.5le •aiure OS Rcores€nlalrvE Ut anvl Date Ar ,¢ e iZ: Date: 3/20/2024 TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Project: Repair of Stairs Down to Long Pond Location: 286LandingDrive Property Owner: Bob Schlegle and Jan Fogel 1 (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 a permit 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 permit. This site access authorization is valid until a Statement of Compliance is issued by the Conservation Commission. Authorized Signature: _ x%/1/\ Date:3/20/2024 Please Print Name:Amanda Nickerson if other than owner, please state whether tenant, agent, or other: Mailing Address: 286 Landing Drive Brewster. MA 02631 Phone:774-212-6407 Email: seabreeze.home.contracting@gmail.com CeII: Fax: Mailing Street Key Parcel ID 7256 71-1-0-R (41-54) 7254 71-2-0-R (41-52.1) 8385 82-1-0-R (48-79-1) 8324 82-2-0-R (48-1.4) 8323 82-3-0-R (48-1-3) 8322 82-4.0-R (48-1-2) 7252 82-5-0-R (41.48) Owner SCHECHTER SUSAN HARRISON REBECCA ANNE TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 82/3/0 c.�a ev: - Mmes M. Gallagher, MAA Deputy AMUCK 83/6/0 441 W H BESSE CARTWAY 435 W H BESSE83/7/0 CARTWyA' / , /82/5/0 711210 f _ 0 LONG POND R• REAR BESSE CARTWAY- - 71/1 1 W H BESSE Location 236 LANDING DR 82/4/0 LANDING DR 437 W H BESSE CARTWAY P 0 BOX 2410 BEECHWOOD LANDING PROPERTY OWNERS ASSOCIATION INC SCHLEGEL ROBERT & FOGELJANET 13 SCHLEGEL ROBERT & FOGELJANET 8 JOHNSTONE MICHAEL T & COHEN ELLEN E 8321 82-6-0-R (48-1-1) 8382 82-62-0-R (48-72) 8339 82-63-0-R (48-20) MESERVEY MARK S HOOPER LINCOLN S & MARY L 439 W H BESSE CARTWAY P 0 BOX 495 Mailing City ST ZipCd/Country BREWSTER MA 02631 BREWSTER MA 02631 0 BEACH ATTN: LINCOLN HOOPER TREASURER BREWSTER PO BOX 1655 0 LANDING DRIVE 211 MELROSE STREET 286 LANDING DRIVE 15 KINGS WAY UNIT 14 240 LANDING DRIVE 13 ELM STREET OLEAN ADAM ROCCO & JENNIE DYMACEK THE AGOGLIA FAMILY REVOCABLE LIVING ELLIOTT-GRUNES RICHARD M & LAUREN ELLIOTT MEREDITH W & SALLY A TRUSTE 7255 83.6-0-R ETEN JOHN L & STROUGH SYBIL J (41-52-2) TRUSTEES THE BESSE CARTWAY NT 7253 83.7-0-R SCHECHTER SUSAN (41-49) 0 LONG POND ROAD REAR 34 RIVERSIDE LANE 238-236 LANDING DRIVE 238 LANDING LANE 249 LANDING DRIVE 249 LANDING DRIVE 279 LANDING DRIVE 279 LANDING DRIVE 441 W H BESSE CARTWAY P O BOX 507 AUBURNDALE WALTHAM WEST NEWTON REEDVILLE BREWSTER BREWSTER 435 W H BESSE CARTWAY P O BOX 2410 BREWSTER BREWSTER BREWSTER MA 02631 MA 02466 MA 02451 MA 02465 VA 22539 MA 02631 MA 02631 MA 02631 MA 02631 MA 02631 3/20/2024 Page 1 SCHECHTER SUSAN PO BOX 2410 BREWSTER, MA 02631 SCHLEGEL ROBERT & FOGEL JANET B 211 MELROSE STREET AUBURNDALE, MA 02466 MESERVEY MARK S 34 RIVERSIDE LANE REEDVILLE, VA 22539 71-1-0-R 82-2-0-R HARRISON REBECCA ANNE P O BOX 495 BREWSTER, MA 02631 SCHLEGEL ROBERT & FOGEL JANET B 15 KINGS WAY UNIT 14 WALTHAM, MA 02451 71-2-0-R 82-1-0-R BEECHWOOD LANDING PROPERTY OWNERS ASSOCIATION INC ATTN: LINCOLN HOOPER TREASURER PO BOX 1655 BREWSTER, MA 02631 82-3-0-R 82-4-0-R JOHNSTONE MICHAEL T & COHEN ELLEN E 13 ELM STREET WEST NEWTON, MA 02465 82-5-0-R 82-6-0-R 82-62-0-R 82-63-0-R ELLIOTT-GRUNES RICHARD M & LAUREN & ELLIOTT MEREDITH W & SALLY A TRUSTEE 279 LANDING DRIVE BREWSTER, MA 02631 HOOPER LINCOLN S & MARY L 238 LANDING LANE BREWSTER, MA 02631 OLEAN ADAM ROCCO & JENNIE DYMACEK THE AGOGLIA FAMILY REVOCABLE LIVING 249 LANDING DRIVE BREWSTER, MA 02631 83-6-0-R 83-7-0-R ETEN JOHN L & STROUGH SYBIL J TRUSTEES THE BESSE CARTWAY NT P 0 BOX 507 BREWSTER, MA 02631 SCHECHTER SUSAN PO BOX 2410 BREWSTER, MA 02631 286 Landing Drive Stairs and Railing Repair Project Requesting use of RDA Presented By: Amanda Nickerson of SeaBreeze Home Construction About Project - An Existing Permitted Wood Stairs and Landings on Side of Property Down to Water Access of Long Pond. - Original Construction Plans are Dated 1993. - The Existing Wood Decking, Railings and Benches have Exceeded Their Life Expectancy and Will Become Dangerous for Use. - There will be no Intended Structural Work Within this Application or Proposed Project. Proposed Work - Replacement of Decking Boards on all Stairs and Landings. Decking to be Replaced with New Composite PVC TimberTech Decking Boards. - Replace All Railings with New Pressure Treated Balusters and Support Rails. 4x4 Posts to be Left as is. - Replace Top Rails of Railings with Composite PVC TimberTech Decking Boards. - Remove All Three Seating Benches and Build Two New Seating Bench. One Bench Getting Eliminated Entirely Due to Tree Being to Close. - Replace Stair Stringers on Bottom 3 Steps as They are Unsturdy. Wetland Protection Steps - There Will be no Heavy Machinery Necessary for This Project. - Intended Work will have no Direct Impact to Wetlands or Soil. - Construction Debris Will be Removed From the Site Daily and will be Disposed of Properly. - All Cut Boards will be cut with a Saw that is Connected to a Vacuum so all Saw Dust will be Contained. - Contractor is Licensed for Proposed Work. Remove Decking Boards and Replace Remove Railings and Replace. Railing Supports Stay as is. Remove Decking Boards and Replace Proposed Work Remove Railings and Replace. Railing Supports Stay as is. Remove Bench Entirely Due to Future Concern of Tree Being to Close Remove Bench and Build New Proposed Work Remove Last 3 Steps and Build New Stair Stringers with New Decking Boards Proposed New Bench Example Photos Proposed Materials TimberTech Composite PVC Decking in the Color Brownstone Within the Harvest Collection. To be Used as Decking Boards, Top Rail of Railings and for Bench Seating Boards. Proposed Materials Railings to have a Bottom and Top Pressure Treated Support Rail with Square Pressure Treated Balusters. Pressure Treated Wood to Remain Natural and Not Stained or Painted. -1• 1 I Things to Remain Steps Down the Walkway and Rope Railing Leading to the Main Stairs - Structural Support Members of Deck - Foundation of Deck - Surrounding Landscape 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: 3/20/2024 To: Abutters of property located at: 286 Landing Drive Assessors' Map82 . Parcel3 Formerly Map , Parcel From: SeaBreeze Home Construction , Applicant Owner of Property: Bob Schlegel and Jan Fogel 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: eoace►cnex - o -P dpC ng b000rcis OJ(\C S'�ra�r ra:\\\v\` S oil O.Ccess /egress S��irS do jr -ro Ions ponal, The proposed work will occur within 10 feet of: L1 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,April 9th , 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. Sincerely, Ar Representative for Applicant 2980 0544 m co O co 0r ru rI O 0 CI P- -0 rI ti O M1 U.S. Postal ServiceTM CERTIFIED MAIL° RECEIPT Er- ru r1 O 0 7022 1670 U.S. Postal ServiceTM CERTIFIED MAIL° RECEIPT Domestic Mali Only For delivery information, visit our website at :vww.usps.:om Br t�, • it 2 N i Certified Mail Fee $ $4.40 al Extra Services & Fees (check boxy add fee ai -. C ) ❑ Return Receipt (has py) $ 1 1 l l r ❑ Return Receipt (electronic) $-V-7!,-.1;11;— ['Certified Mall Restricted Delivery 1 ❑Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage $(l 68 Total Postage and Fees postmark ▪ Here R" 03;21'2 2 U.S. Postal ServiceTM CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com R edvi I le, 1 Certified Mall Fee $4.40 1AL Extra 3`:ervlces & Fees (check box, add fee ▪ �+. D 23 y ❑ Return Receipt (hardcopy) $ 11 .. 111 I ` p ❑ Retum Receipt (electronic) $ $ ll ._rtil PAIL* N ii ❑Certified Mail Restricted Delivery $ $y f! . Itf{ t were . ,� �• ['Adult Ad Signature Required $ F l( . ll ll 1Z ❑ Adult Signature Restricted Delivery $ C . NO 41-. 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Certified Mall Fee 4 .41 I E66 $ ;._ �. 2?, ti� �xtra�ervlces & Fees (aark tax, add tee1111.1111 0 G ❑ Return Receipt (t erdcopy) $ -a PO ❑ Rea Receipt (electronic) $ $ (tt_ I ' Ream ❑ Certified Man Restricted Delivery $ $ I_ , fl Il r: x(are 0 Adult Signature Required $ — ' , i it l ❑Adult Signature Restricted Delivery $ 11. c Postage $ Total Postage and Fees E$8.73 $0.68 ti 03/21 /2024 ru �_..It z t 1-1 3Yate, Z/ + PS Form 3800, April 2015 PSN 7530-02-000-9047 See Reverse for Instructions Leaflet © Mapbox © Ope nStree tMa p 1 Impro ve Original 1993 Plan March 27, 2024 Stacy Pagos Haller The Stacy Pagos Haller Living Trust 1401 Aintree Drive Rockville, Maryland 20850 Brewster Conservation Commission 1657 Main Street Brewster, MA 02631 RE: Applicant: Stacy Pagos Haller, The Stacy Pagos Haller Living Trust Project Location: 8 Marshview Lane Project Description: Single Family Home DEP Wetlands File No.: 009-1967 NHESP File No.: 24-17220 Heritage Hub Form ID: RC-84190 Dear Commissioners & Applicant: The Natural Heritage & Endangered Species Program of the Massachusetts Division of Fisheries & Wildlife (the “Division”) received a Notice of Intent with site plans (dated 02-22-24, PREPARED BY J.M. O'REILLY & ASSOCIATES, INC.) in compliance with the rare wildlife species section of the Massachusetts Wetlands Protection Act Regulations (310 CMR 10.37). The Division also received the MESA Review Checklist and supporting documentation for review pursuant to the MA Endangered Species Act Regulations (321 CMR 10.18). A portion of the proposed Project, as currently proposed, will occur within the mapped habitat of Salt Reedgrass (Spartina cynosuroides), a state-listed Threatened species. This species and its habitats are protected in accordance with the MESA. WETLANDS PROTECTION ACT (WPA) Based on a review of the information that was provided and the information that is currently contained in our database, the Division 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. 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. MASSACHUSETTS ENDANGERED SPECIES ACT (MESA) NHESP No.Page 2 of 224-17220 March 27, 2024 Issued Based on a review of the information that was provided and the information that is currently contained in our database, the Division has determined that this project, as currently proposed, will not result in a prohibited Take of state-listed rare species. This determination is a final decision of the Division of Fisheries and Wildlife pursuant to 321 CMR 10.18. Any changes to the proposed project or any additional work beyond that shown on the site plans may require an additional filing with the Division pursuant to the MESA. This project may be subject to further review if no physical work is commenced within five years from the date of issuance of this determination, or if there is a change to the project. Please note that this determination addresses only the matter of state-listed species and their habitats. If you have any questions regarding this letter please contact Emily Holt, Endangered Species Review Assistant, at Emily.Holt@mass.gov, (508) 389-6385. Sincerely, Jesse Leddick Assistant Director cc: TOWN OF BREWSTER 1657 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-4546 ExT 4242, 4243 CONSER VATION@BRE W STER-MA. GO V OFFICE OF CONSERVATION COMMISSION Certification Pursuant to Massachusetts General Laws Chapter 39, Section 23D on participation in a session of an adjudicatory hearing whereby the undersigned member missed no more than a single testimonial hearing session in accordance with Chapter 79 of the Acts of 2006, An Act Further Regulating Meetings of Municipal Boards I, Steve McKenna, Commissioner of the Brewster Conservation Commission, under the pains and penalties of perjury, certify that not having attended the public meeting of March 12, 2024 for a public hearing under MA General Law 131, §40, Wetlands Protection Act, and the Brewster Wetlands Protection By-law for a project on 8 Marshview Lane. I thoroughly examined all evidence received at this public hearing I did not attend. Examination of evidence also included visiting the site of the subject hearing, and reviewing an audio or video recording and/or transcript of the hearing. Date of hearing review: on ,3 2024. This certification shall become a part of the record of the proceedings in the above matter. Signed Date of Signature 2024 c�-y -19P Forms/Conservation Commission Adjudicatory Hearing W W W.TOWN.BREWSTER.MA.US 1 William Grafton From:John O'Reilly <joreilly@jmoreillyassoc.com> Sent:Tuesday, March 26, 2024 9:13 AM To:William Grafton; Cassandra West Cc:STACY HALLER; Leslie Schneeberger; Thomas Mulcahy; Alyson Wright Subject:8 Marshview Continuance Request Mr. Grafton, We have not received response from either the Natural Heritage or the MA Historical folks relative to the NOI at 8 Marshview, as such, we kindly request a 2 week continuance for the project. Please let me know if we need anything more formal than this email for our request. John John M. O'Reilly, P.E., P.L.S. Principal J.M. O'Reilly & Associates, Inc 1573 Main Street 2nd Floor / P.O. Box 1773 Brewster, MA 02631 508-896-6601 508-896-6602 fax http://www.jmoreillyassoc.com 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 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). Cassandra West From: SERO_NOI@MassMail.state.ma.us Sent: Thursday, February 29, 2024 3:40 PM To: joreilly@jmoreillyassoc.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 Date: 02/29/2024 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 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): THE STACY PAGOS HALLER LIVING Applicant TRUST 1401 AINTREE DRIVE,ROCKVILLE MD 8 MARSHVIEW LANE** , BREWSTER Address Locus MA Owner Address This project has been assigned the following file # : SE 009-1967 ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL, NOT APPROVAL OF APPLICATION Although a file # is being issued, please note the following: 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. Regards, for MassDEP, Amy.Walkey@mass.gov 1 INDEPENDENT ENVIRONMENTAL CONSULTANTS, INC. 162 West Long Pond Road, Plymouth, MA 02360 508-274-0310 February 28, 2024 John M. O’Reilly, P.E. J.M. O’Reilly & Associates, Inc. 1573 Main Street Brewster, MA 02361 Re: 8 Marshview Drive, Brewster, MA Mr. O’Reilly, This lefter is an environmental assessment report concerning the above menfioned undeveloped property, wooded property, located at 8 Marshview Drive, at the intersecfion of Marshview Drive and Upland Circle in Brewster, MA. Independent Environmental Consultants, Inc. (IEC) conducted a site inspecfion and evaluafion on 2-27-24 to review the exisfing wetland delineafion flagging of the wetland resource areas located within this subject coastal property. The wetland resource areas were delineated by Mafthew Farrell of J.M. O’Reilly & Associates, Inc. The subject wooded property is located at the intersecfion of Marshview Drive and Upland Circle in Brewster. Exisfing topography drops in elevafion from Marshview Drive to exisfing wetlands located downgradient within the property. There is a salt marsh located at the lowest elevafion within this property. The salt marsh contains a large stand of Phragmites Communis, an invasive plant species. The landward limit of salt marsh has been delineated in the field by Mafthew Farrell. This delineafion of the boundary of the salt marsh is correct. There is a bordering vegetated wetland (BVW), wooded swamp, located at the boftom of slope. The edge of wetlands for the BVW wetland is located slightly upgradient of the previous menfioned boundary of the salt marsh. At the delineated edge of the BVW wetland, there is a minor inland bank feature (raised topography) located directly adjacent to the delineated boundary of bvw wetland. The wooded swamp confinues downgradient connecfing to the previously menfioned salt marsh. The BVW wetland contains greater than 50% wetland vegetafive species, hydric soils, saturated soils, and high groundwater condifions. The inland bank feature at the delineated edge of wetlands physically contains the subject BVW wetland (wooded swamp) located at the boftom of slope. The delineafion of the edge of wetlands (BVW) by Mafthew Farrell is a very reasonable and correct wetland delineafion. The BVW wetland confinues off property. The BVW wetland has a 50’ buffer zone and a 100’ buffer zone associated with the edge of wetlands. The 100’ buffer zone extends upgradient towards Marshview Drive, and Upland Circle. The low-lying BVW wetland is hydrologically connected to the downgradient salt marsh (coastal wetland), which is subject to daily coastal flows of fidal marine waters. A FEMA 100 year flood zone (land subject to coastal storm flowage) is associated within this coastal wetland system. Secfions of this property may be classified as Esfimated and/or Priority Habitat of Endangered & Rare Species by NHESP. The wetland delineafions of the salt marsh and the BVW wetland by Mathew Farrell are accurate wetland delineafions within this subject undeveloped property at 8 Marshview Drive. Again, there is a minor inland bank feature located at the delineated edge of BVW wetlands within the field, at the delineated wetland edge located closest to Marshview Drive/Upland Circle. According to site plans and the field staking located within the field, there are no proposed site alterafions located within the salt marsh, the BVW wetland, the inland bank, or the 50’ buffer zone measured from the edge of BVW wetland and the inland bank feature. The wetland resource areas and wetland buffer zones are under the jurisdicfion of the Brewster Conservafion Commission, and DEP SERO. Paul J. Shea, PWS President qVA J.M. & O'REILLY ASSOCIATES, INC. OQd�d C:3 PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES Site Development • Property Line • Subdivision • Sanitary • Land Court • Environmental Permitting February 22, 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 requesting the Brewster Conservation Commission review and approve an Order of Conditions for the construction of a single family dwelling at the above referenced vacant property. Along with the offices of J.M. O'REILLY & ASSOCAITES, the project team includes the project architect Ms. Leslie Schneeberger of Schneeberger Collective, and the Landscape Architect Thomas Mulcahy of Mulcahy Design Group. The enclosed submission package includes copies of the Site & Sewage Disposal System Plan (Site Plan), a landscape plan (2 sheets) and the schematic house plans Plan (4 sheets) all of which outline the proposed improvements to the parcel. The Applicant purchased the property from her family members, in October 2021, to build her home in Brewster. The Pagos family originally purchased the property in 1996 so her parents could build a summer home. The parents, due to personal issues, did not build on the parcel. The parcel represents one of the last vacant parcels in the Seaview Subdivision. Wetland Resources: This property is somewhat unique in the configuration of the parcel and the varied wetland resources associated with it. The parcel contains about 99,575 sf of land area. The northern portion of the parcel has a small area above the 14 -foot contour, which represents the 100 -year flood boundary. The larger portion of upland is the southern portion of the parcel, adjacent to the roadway. The southern portion of the parcel is proposed to be improved with the single family dwelling. The two upland areas are separated by vegetated wetlands. The upland portion of the southern area is approximately 42,000 sf of land area. The parcel is bordered to the north by the large salt marsh system which is associated with the Namskaket Creek. A portion of the salt marsh extends south onto the parcel on the west. This landward extent of the salt marsh has been flagged using eight (8) points and has been labeled in the field as SM1 to SM8. No work is proposed within the BVW. 1573 MAIN STREET, P.O. BOX 1773, BREVVSTER, MA 02631 • PHONE: (508) 896-6601 • FAX: (5o8) 896-6602 WWW.JMOREILLYASSOC.COM 2 Adjacent to the salt marsh, to the east, is a bordering vegetated wetland (BVW). The BVW is located at the bottom of a small bank and runs east from the salt marsh and over to the abutting properties to the north-east. The landward extent of the BVW has also been flagged using seven (7) points and has been labeled in the field as BV1 to BV7. No work is proposed within the BVW. Also adjacent to the BVW and salt marsh is an elevated landform which, due to the 100 -year flood elevation, is defined as a Coastal Bank. The 100 -year flood boundary is Zone AE with a base flood elevation of 14. The 14 -foot contour intersects the existing slope and as per the MA DEP Wetlands Program Policy - 92-1, the coastal bank has been defined as either the 14 -contour line OR at the break in slope of less than 4 to 1 (4:1). The Bank has been defined using Figures 2 & 3 of Policy 92-1. No work is proposed on the Coastal Bank The parcel also contains an area of Estimated Habitats of Rare Wildlife. The boundary of the Rare Species is shown on the Site Plan. The location of the boundary falls along the limit of work line on the west side of the parcel and then runs in a northeast direction down the slope and away from the proposed dwelling on the east. A copy of the application has been sent to the Natural Heritage Program for review and comment. No work is proposed within the mapped area for Rare Species. The portion of the parcel from the edge of the BVW to the north is within the Inner Cape Cod Bay ACEC. The ACEC boundary is the 10 -foot contour which corresponds to the bottom of the slope at the BVW. Similar to the BVW, no work is proposed within the ACEC Boundary. The 50 and 100 -foot Buffer Zones have been established from the location of the Coast Bank. The project involves work within the 50 to 100 -foot Buffer Zone. No work is proposed within the 50 -foot Buffer. Please refer to the Site Plan for additional notes and details of the resources. Project Narrative: The Applicant proposes to construct a single family dwelling, decks, driveways and landscape on the locus parcel. The dwelling footprint is approximately 2,490 sf, which includes a cantilevered area along the north (rear) side of the dwelling. The rear portion of the dwelling includes a partial walkout basement adjacent to the elevated deck. Adjacent to the rear wall of the dwelling the Applicant has proposed a 3 - foot wide stone (gravel) walkway. The walkway will serve as an access point to the walk out area and rinse station. The dwelling has been designed according to the area available for the proposed structure. The location of the 50 -foot Buffer from the Bank and the 40 -foot front building setback from the roadway dictates the shape of the house to run more east to west (width) rather than north to south (depth). The proposed width of the dwelling is about 106 feet long and varies in depth from 24 feet to 26 feet. The Applicant and the team informally met with the Commission in January to seek some input on the dwelling and proposed location. The Applicant listened to the Commission and has worked with the team to reconfigure the footprint layout, shift the footprint to the west and slightly reduced the dwelling's footprint. Although the house appears to be sprawling, the 2,500 sf home footprint is in keeping with the existing home sizes in the neighborhood. The 2,500 sf home footprint represents a building coverage of about 6% +1- of the southern portion of the locus parcel. PAGOS-HALLER NOTICE OF INTENT 8 MARSHVIEW LANE FEBRUARY 22, 2024 BREWSTER, MA JMO-9042 3 As stated above the dwelling has been designed to account for the available room for the structure. The dwelling's basement elevation has been designed to account for the existing grades along the rear of the dwelling. The distance between the proposed limit of work line and the dwelling is close at 5 feet on the west and just over 7.5 feet on the east, adjacent to the walkout. Obviously, we contend the dwelling can be built and maintained with the proposed limit of work. To support our opinion, we have added to the Site Plan a section (Section A — 'A') at the closest point to the Limit of Work Line, the rear western corner of the proposed dwelling. This point is also the location of the deepest excavation to install the footing for the foundation. The soil testing completed for the sewage system design was similar to other properties this office has worked on within the Seaview Subdivision. The area contains a significant layer of silt loam soil over a medium or fine sandy material. The soil testing completed on the western portion of the parcel found a silt loam material between 32 and 34 -inches below existing grade. The section shows the footing and wall can be constructed without impacting the proposed limit of work line. The silt loam material is a very firm soil which will hold a near vertical sidewall (Soil Type A — Slope %2 to 1) and allows for the 5 foot excavation to the top of the footing (bottom of basement slab). The sandy topsoil and subsoil will be stabilized at a 1 to 1 slope for the construction. Once backfilled the grade at the building corner will be slightly lower than the existing grade at the limit of work boundary. The slope of 4 to 1 will be landscaped and stabilized per the landscape plans. In addition to the dwelling, the project proposes a sewage system for the potential 4 bedroom dwelling, stormwater controls, driveways with walkways and a native landscape proposal. Please refer to the Site Plan for additional details and notes. The limit of work line for the project is proposed to be a combination of both a 9 -inch straw wattle and an erosion (silt) fence. The bottom of the fence will be dug into the ground and then fortified with the straw wattle along the base. Upon the completion of the landscape, a series of 1.5 -foot dia. boulders shall be placed along the limit of work line to delineate the limit of activities on the parcel. Please refer to the Site Plan for the limit of Work details and boulder locations. The project does trigger a Major Stormwater Permit from the Town of Brewster. Under a separate cover, the Applicant has provided the Commission with the applicable reports and calculations to reflect that the project is designed in accordance with the requirements of the Town of Brewster Stormwater Regulations. The stormwater facilities include two water quality swales and two subsurface leaching facilities. The swales are proposed to handle the stormwater from the two driveways proposed for the dwelling. Although the majority of the two driveways are beyond the 100 -foot Buffer, the water quality swales do represent a benefit to the water quality of the parcel's runoff. The swales will address hydrocarbons from the driveway areas as well as the phosphorus and nitrogen runoff from the landscape areas. The drainage facilities have been designed to limit the post construction runoff to less than the pre -construction peak discharge. Please refer to the Stormwater Permit Application for additional information and details. Work Protocol: PAGOS-HALLER 8 MARSHVIEW LANE BREWSTER, MA NOTICE OF INTENT FEBRUARY 22, 2024 JMO-9042 4 1. Prior to starting work, the Applicant shall obtain all necessary state and local permits associated with the construction of a single family dwelling. 2. The limit of work line shall be re -staked prior to the installation of the wattles and fence along work limit line. Prior to installation, the contractor shall coordinate the installation of the limit of work line with the Brewster Conservation Agent to address any vegetation in the way of the work line. 3. Trees and vegetation shall be cut and removed from the project site. 4. The stumps shall be grubbed, and the topsoil removed. The stumps are to be removed from the project area. The topsoil can be removed or stockpiled for use later. The stockpile material shall be beyond the 100 foot Buffer zone and protected with a row of straw wattles, on the down hill side of the pile. 5. The excavation for the foundation shall be completed. The frost footings along the rear of the dwelling shall be constructed first then the remaining footings installed. Once the footings are ready, the concrete foundation walls can be constructed. 6. The backfilling of the foundation shall be completed. The rear portion of the foundation shall be backfilled from the inside of the foundation. The foundation walls along the rear of the building are not full walls and can be easily backfilled without having to place a machine at the rear. 7. Once the foundation is complete the wood frame portion of the dwelling shall be started. 8. The swales shall be constructed once the home is tight to the weather. The swales shall be constructed to time with the seasonal planting periods (Spring or Fall). The planting season will allow the swales to be established so when the final landscape is completed and stabilized, the swales can be utilized. a. The contractor shall review Stormwater Operation and Maintenance Report, as developed under the Brewster Stormwater Permit. b. The swales shall be protected during construction with a straw wattle along the top crest of the swale and along the bottom of the swale. Two rows of straw wattles for each Swale. 9. The subsurface leaching facilities and sewage system can now be installed. Connect all leaching facilities with the piping from the swales and the roof leaders. 10. Complete the final landscape and hardscape improvements. 11. Monitor the planted vegetation and replace as necessary if not successful. Refer to the Orders of Conditions for monitoring and reporting requirements for the project. Pertormance Standards: Salt Marsh (310 CMR 10.32): The proposed project activities are within the Buffer Zones the salt marsh. The boundary of the salt marsh is about 84 feet to the Limit of Work Line. The proposed walkway and dwelling are proposed to be about 85 and 88.5 feet, respectively. As such: Salt Marsh 310 CMR 15.32 WHEN A SALT MARSH IS DETERMINED TO BE SIGNIFICANT TO THE PROTECTION OF MARINE FISHERIES, THE PREVENTION OF POLLUTION, STORM DAMAGE PREVENTION OR GROUND WATER SUPPLY, 310 CMR 10.32(3) THROUGH (6) SHALL APPLY: PAGOS-HALLER NOTICE OF INTENT 8 MARSHVIEW LANE FEBRUARY 22, 2024 BREWSTER, MA JMO-9042 5 (3) A proposed project in a salt marsh, on lands within 100 feet of a salt marsh, or in a body of water adjacent to a salt marsh shall not destroy any portion of the salt marsh and shall not have an adverse effect on the productivity of the salt marsh. Alterations in growth, distribution and composition of salt marsh vegetation shall be considered in evaluating adverse effects on productivity. • The proposed activities will take place about 84 feet from the edge of the salt marsh. The native vegetation between the proposed limit of work and the Salt Marsh will remain and will continue to provide significant buffer to the resource. • The stormwater controls, specifically the western swale within the lawn area, were designed to catch the surface runoff from the front lawn area. The stormwater will be contained within the shallow swale and will prevent potential direct discharges towards the resource areas to the north, including the Salt Marsh. (4) Notwithstanding the provisions of 310 CMR 10.32(3), a small project within a salt marsh, such as an elevated walkway or other structure which has no adverse effects other than blocking sunlight from the underlying vegetation for a portion of each day, may be permitted if such a project complies with all other applicable requirements of 310 CMR 10.21 through 10.37. • Not applicable, the Applicant is not proposing any walkway over or through the Salt Marsh. (5) Notwithstanding the provisions of 310 CMR 10.32(3), a project which will restore or rehabilitate a salt marsh, or create a salt marsh, may be permitted in accordance with 310 CMR 10.11 through 10.14, 10.24(8), and/or 10.53(4). • Not applicable, the project does not include any alteration within the Salt Marsh. (6) Notwithstanding the provisions of 310 CMR 10.32(3) through (5), no project may be permitted which will have any adverse effect on specified habitat sites of Rare Species, as identified by procedures established under 310 CMR 10.37. • The Salt Marsh and a portion of the upland area is within a mapped area of Rare Wildlife. As such the Applicant has submitted the Notice of Intent to the Natural Heritage Program for review and guidance. Coastal Bank (310 CMR 10.30): The proposed project activities are within the Buffer Zones of the Coastal Bank. As noted above, the Bank has been determine based on the MA DEP Wetlands Program Policy - 92-1. THE Bank is an elevated Iandform which is significant to flood damage prevention and is NOT a sediment source to a Coastal Beach. As such: 310 CMR 10.30: 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, 310 CMR 10.30(6) THROUGH (8) SHALL APPLY: (6) 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. PAGOS-HALTER 8 MARSHVIEW LANE BREWSTER, MA NOTICE OF INTENT FEBRUARY 22, 2024 JMO-9042 6 • The closest excavation area to the Bank is on the western side of the rear corner of the proposed dwelling. The detail section on the Site Plan shows the limit of excavation will be to the Limit of Work line, 51 feet away from the Bank. The excavation needed for the foundation and the associated grading along the rear of the dwelling will NOT have an adverse impact to the stability of the Bank. (7) Bulkheads, revetments, seawalls, groins or other coastal engineering structures may be permitted on such a coastal bank except when such bank is significant to storm damage prevention or flood control because it supplies sediment to coastal beaches, coastal dunes, and barrier beaches. • Not Applicable, the project does not propose a bulkhead or revetment along the Bank. (8) Notwithstanding the provisions of 310 CMR 10.30(3) through (7), no project may be permitted which will have any adverse effect on specified habitat sites of rare vertebrate or invertebrate species, as identified by procedures established under 310 CMR 10.37. • The Coastal Bank and a portion of the upland area is within a mapped area of Rare Wildlife. As such the Applicant has submitted the Notice of Intent to the Natural Heritage Program for review and guidance. Estimated Habitat of Rare Wildlife (for Coastal Wetlands) 310 CMR 10.37: Estimated Habitats of Rare Wildlife (for Coastal Wetlands) The boundary of the Rare Species is shown on the Site Plan. No work is proposed within the mapped area. A copy of the application has been sent to the Natural Heritage Program for review and comment. Area of Critical Environmental Concern (ACEC) The portion of the parcel from the edge of the BVW to the north is within the Inner Cape Cod Bay ACEC. The ACEC boundary is the 10 -foot contour which corresponds to the bottom of the slope at the BVW. As noted above, the project does not propose any alteration of the land area within the ACEC boundary. In conclusion, J.M. O'REILLY & ASSOCAITES, INC. believes the project can be approved with conditions and not result in impacting the adjacent resources associated with the property. 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. ei P.L. . Principal CC: Client MA DEP NHESP MA Historical Commission PAGOS-HALLER 8 MARSHVIEW LANE BREWSTER, MA NOTICE OF INTENT FEBRUARY 22, 2024 JMO-9042 4 LI Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 4 lean )( 1 1 Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. 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 Brewster City/Town A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): 8 Marshview Lane Brewster 02631 a. Street Address Latitude and Longitude: 127 b. City/Town 41.780870 d. Latitude 14 f. Assessors Map/Plat Number 2. Applicant: Stacy g. Parcel /Lot Number Pagos Haller c. Zip Code -70.019460 e. Longitude a. First Name b. Last Name The Stacy Pagos Haller Living Trust c. Organization 1401 Aintree Drive d. Street Address Rockville MD 20850 e. City/Town 240-499-4487 h. Phone Number i. Fax Number f. State stacyph@aol.com j. Email Address g. Zip Code 3. Property owner (required if different from applicant): ❑ Check if more than one owner Same a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): John O'Reilly, P.E., P.L.S. a. First Name b. Last Name J.M. O'Reilly & Associates, Inc. c. Company 1573 Main Street, P.O. Box 1773 d. Street Address Brewster MA e. City/Town f. State 508-896-6601 508-896-6602 joreilly@jmoreillyassoc.com h. Phone Number i. Fax Number j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $500.00 a. Total Fee Paid $ 237.50 b. State Fee Paid $ 262.50 c. City/Town Fee Paid 02631 g. Zip Code wpaform3.doc • rev. 12/4/2023 Page 1 of 9 4 LI 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 Brewster City/Town A. General Information (continued) 6. General Project Description: Project proposes to construct a single family home with landscape improvements on the vacant parcel. No work is proposed within 51 feet of the Costal Bank. Stormwater improvements are also proposed to address large storm events. Disturbed areas will be planted with native plants. Refer to Plans 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. ® Single Family Home 2. ❑ Residential Subdivision 3. ❑ Commercial/Industrial 4. ❑ Dock/Pier 5. ❑ Utilities 6. ❑ Coastal engineering Structure 7. ❑ Agriculture (e.g., cranberries, forestry) 8. ❑ Transportation 9. ❑ Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. 111 Yes ® No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 2. Limited Project Type If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Barnstable 227795 a. County b. Certificate # (if registered land) c. Book d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ® Buffer Zone Only — Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. wpaform3.doc • rev. 12/4/2023 Page 2 of 9 4 LI For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. 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 Brewster City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area a. ❑ Bank b. ❑ Bordering Vegetated Wetland c. ❑ Land Under Waterbodies and Waterways Resource Area d. ❑ Bordering Land Subject to Flooding Size of Proposed Alteration Proposed Replacement (if anvl 1. linear feet 2. linear feet 1. square feet 2. square feet 1. square feet 2. square feet 3. cubic yards dredged Size of Proposed Alteration Proposed Replacement (if any) 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 f. ❑ Riverfront Area 2. cubic feet of flood storage lost 3. cubic feet replaced 1. Name of Waterway (if available) - specify coastal or inland 2. Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. - All other projects 3. Total area of Riverfront Area on the site of the proposed project: 4. Proposed alteration of the Riverfront Area: a. total square feet square feet b. square feet within 100 ft. c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? 6. Was the lot where the activity is proposed created prior to August 1, 1996? 3. ❑ Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. ❑ Yes ❑ No ❑ Yes ❑ No wpaform3.doc • rev. 12/4/2023 Page 3 of 9 4 111 Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 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 Brewster City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area a. ❑ Size of Proposed Alteration Proposed Replacement (if any) Designated Port Areas Indicate size under Land Under the Ocean, below b. ❑ Land Under the Ocean c. ❑ Barrier Beach d. ❑ Coastal Beaches e. ❑ Coastal Dunes f. ❑ Coastal Banks g. ❑ h. ❑ i. ❑ Rocky Intertidal Shores Salt Marshes Land Under Salt Ponds j. ❑ Land Containing Shellfish k. ❑ Fish Runs 1. square feet 2. cubic yards dredged Indicate size under Coastal Beaches and/or Coastal Dunes below 1. square feet 2. cubic yards beach nourishment 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) 1. linear feet 1. square feet 1. square feet 2. sq ft restoration, rehab., creation 1. square feet 2. cubic yards dredged 1. square feet Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged I. ❑ Land Subject to Coastal Storm Flowage 1. square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a. square feet of BVW 5. ❑ Project Involves Stream Crossings a. number of new stream crossings b. square feet of Salt Marsh b. number of replacement stream crossings wpaform3.doc • rev. 12/4/2023 Page 4 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Brewster City/Town C. Other Applicable Standards and Requirements ❑ This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists — Required Actions (310 CMR 10.11). Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State -Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI EST HAB/viewer.htm. a. ® Yes ❑ No 1/31/2024 MA Mapper 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 If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18). To qualify for a streamlined, 30 -day, MESA/Wetlands Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent (NOI); OR complete Section C.2.f, if applicable. If MESA supplemental information is not included with the NO!, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review* 1. ® Percentage/acreage of property to be altered: ZERO (a) within wetland Resource Area (b) outside Resource Area percentage/acreage 11.6% / 0.255 acres percentage/acreage 2. ® Assessor's Map or right-of-way plan of site 2. ® Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work ** (a) Project description (including description of impacts outside of wetland resource area & buffer zone) (b) ® Photographs representative of the site * Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see https://www.mass.gov/ma- endangered-species-act-mesa-regulatory-review). Priority Habitat includes habitat for state -listed plants and strictly upland species not protected by the Wetlands Protection Act. ** MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc • rev. 12/4/2023 Page 5 of 9 4 LI 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 Brewster City/Town C. Other Applicable Standards and Requirements (cont'd) (c) ® MESA filing fee (fee information available at https://www.mass.gov/how-to/how-to-file-for- a-mesa-project-review). Make check payable to "Commonwealth of Massachusetts - NHESP" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d) ❑ Vegetation cover type map of site (e) ❑ Project plans showing Priority & Estimated Habitat boundaries (f) OR Check One of the Following 1. ❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, https://www.mass.gov/service-details/exemptions-from-review-for-projectsactivities-in- priority-habitat; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. ❑ Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. ❑ Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable — project is in inland resource area only b. ❑ Yes ® No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore - Bourne to Rhode Island border, and North Shore - Plymouth to New Hampshire border: the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 South Rodney French Blvd. New Bedford, MA 02744 Email: dmf.envreview-south mass.gov Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: dmf.envreview-north@mass.gov Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. c. ❑ Is this an aquaculture project? d. ❑ Yes ® No If yes, include a copy of the Division of Marine Fisheries Certification Letter (M.G.L. c. 130, § 57). wpaform3.doc ' rev. 12/4/2023 Page 6 of 9 4 Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 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 Brewster Cityrrown C. Other Applicable Standards and Requirements (cont'd) 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Website for ACEC locations). Note: electronic filers click on Website. Inner Cape Cod Bay - ACEC b. ACEC 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a. ❑ Yes ® No 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. ❑ Yes ® No 7. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ❑ Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k) -(q) and check if: 1. ❑ Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. ❑ A portion of the site constitutes redevelopment 3. ❑ Proprietary BMPs are included in the Stormwater Management System. b. ® No. Check why the project is exempt: 1. ® Single-family house 2. ❑ Emergency road repair 3. ❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi -family housing project) with no discharge to Critical Areas. D. Additional Information ❑ This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent — Minimum Required Documents (310 CMR 10.12). Applicants must include the following with this Notice of Intent (NOI). See instructions for details. Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you submit to the Department. 1. ❑ USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. ❑ Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaform3.doc • rev. 12/4/2023 Page 7 of 9 4 LI 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 Brewster City/Town D. Additional Information (cont'd) 3. ❑ Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOI. Site & Sewage Disposal System Plan a. Plan Title John M. O'Reilly b. Prepared By 2-22-2024 John M. O'Reilly, P.E., P.L.S. c. Signed and Stamped by 1"=30' d. Final Revision Date e. Scale Landscape Plan by T. Mulcahy 2-22-2024 f. Additional Plan or Document Title g. Date 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. ® Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. ® Attach NOI Wetland Fee Transmittal Form 9. ❑ Attach Stormwater Report, if needed. E. Fees 1. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 13336 2-22-2024 2. Municipal Check Number 13337 3. Check date 2-22-2024 4. State Check Number 5. Check date J.M. O'Reilly & Associates Inc. 6. Payor name on check: First Name 7. Payor name on check: Last Name wpaform3.doc • rev. 12/4/2023 Page 8 of 9 4 LI 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 Brewster 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. Signa f A. , cant 3. Signature 5. Signature of Represen a iTe (if any) 2. Date 4. Date 6. Date 2. Z 2‘ .27/-- 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 mall 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. 12/4/2023 Page 9 of 9 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key reten To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Applicant Information 1. Location of Project: 8 Marshview Lane a. Street Address b. City/Town 13337 $ 237.50 Brewster c. Check number d. Fee amount 2. Applicant Mailing Address: Stacy _ Pagos Haller a. First Name The Stacy Pagos Haller Living Trust c. Organization 1401 Aintree Drive b. Last Name d. Mailing Address Rockville MD 20850 e. City/Town 240-499-4487 h. Phone Number i. Fax Number 3. Property Owner (if different): Same f. State g. Zip Code stacyph@aol.com j. Email Address a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town h. Phone Number f. State g. Zip Code i. Fax Number j. Email Address B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10111 Page 1 of 2 LI Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number Step of Activities 3/Individual Activity Fee Cat 2A - Single Family Dwelling 1 500.00 Step 4/Subtotal Activity Fee 500.00 Step 5/Total Project Fee: 500.00 Step 6/Fee Payments: Total Project Fee: State share of filing Fee: City/Town share of filling Fee: 500.00 a. Total Fee from Step 5 237.50 b. 1/2 Total Fee less $12.50 262.50 c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E -filers of Notices of Intent may submit these electronically.) noifeelf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 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. la): 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/Consultant Advisory Fee: Add $250 for consultant file review Step 7/Advertising Fee: Add $15 for advertising Step 8/Processing and Mailing Fee: Add $20 for processing and mailing Step 9/Town Portion of State Fee: Amount calculated in Massachusetts NOI Wetland Fee Transmittal Form, WPA Form 3. Step 10/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 Cat #2A 1 250.00 250.00 NO1 2011 Step 5/Total BWP By-law Project Fee: Step 6/Consultant Advisory Fee: Step 7/Advertising Fee: Step 8/Processing & Mailing Fee; Step 9/Town Portion of State Fee: Step 10/Total Paid to the Town of Brewster: $ 250.00 $ $ 15.00 $ 20.00 $ 262.50 $ 547.50 Submit only this page of the Fee Schedule with the Notice of Intent. Brewster Conservation Commission Notice of Intent Addendum Brewster Wetlands Protection By-law Chapter 172 Within 100 feet of the following - check all applicable resource areas: Coastal Wetlands ❑J Coastal Bank Coastal Dune Coastal Beach Coastal Marsh Flat Ocean Estuary Land Subject to Flooding or Inundation by Tidal Action Land Subject to Flooding by Coastal Storm Flowage Inland Wetlands ❑ Inland Bank E LrJ E Meadow Marsh Bog Swamp Lake Brewster Wetlands Protection By-law Notice of Intent Addendum Are you proposing an activity on land within 50 feet of any resource area protected under the Town of Brewster Wetlands Protection By-law? ❑ Yes ❑✓ No If your answer to the above is yes, are you requesting a variance pursuant to Part 5 of the regulations promulgated pursuant to the Brewster Wetlands Protection By-law? ❑Yes ❑ No If so, please describe on a separate sheet in complete detail using the Brewster Wetlands Protection By-law Variance Justification form, the reasons for the variance, and the facts upon which the Commission should find that there has been a clear and convincing showing that the proposed work and its natural and consequential effects will not have any adverse effect upon any of the interests specified in the By-law and listed on the variance justification form. Is the lot to be altered by the proposed work currently unaltered (without a structure), and located on the Brewster Archaeological Sensitivity Map (available for view in the Conservation Department) with respect to historic or prehistoric (archaeological) interests? N/A ❑✓Yes CI No If both apply, have you completed and mailed by certified mail or hand delivery the attached 950 CMR State Appendix A form from the Massachusetts Historical Commission, so that the Commission shall have received the Appendix A response prior to the filing of the Notice of Intent? ❑✓Yes ❑No I3rewster Wetlands Protection By-law Notice of Intent Addendum TOWN OF BREWSTER CONSERVATION COMMISSION SITE ACCESS AUTHORIZATION FORM Date: 2/22/2024 Project: New Residential Dwelling Location: 8 Marshview Lane Property Owner: The Stacy Pagos Haller Living Trust (c/o Stacy Pagos-Haller, Trustee) 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: John M. O'Reilly, P.E., P.L.S. Date: 2/22/24 If other than owner, please state whether tenant, agent, or other: Agent Mailing Address: J.M. O'REILLY & ASSOCIATES, INC. P.O. Box 1773 Brewster, MA 02631 Phone: 508-896-6601 Email: joreilly@jmoreillyassoc.com Cell: Fax: 508-896-6602 Brewster Conservation Commission Code of the Town of Brewster Chapter 172 Notice to Abutters Date: 2/22/2024 To: Abutters of property located at 8 Marshview Lane Assessors' Map 127 Parcel 14 Owner of Property The Stacy Pagos Haller Living Trust Applicant (if different from owner) or Representative: Same Permit Application Type: ® Notice of Intent, Request for Amended Order of Conditions, Abbreviated Notice of Resource Area Delineation ❑ Request for Determination of Applicability 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 for a proposed project. The project includes the following: Project proposes to construct a single family dwelling and associated landscape imrpovements. No work is proposed within 50' of Coastal Bank. The proposed work will occur within 51 feet of: ❑ Inland Wetlands la Coastal Wetlands ❑ The project is proposed to occur within an Inland Wetland. O The project is proposed to occur within a Coastal Wetland. The information and plans for the project may be reviewed between Monday through Thursday from 8:30 to 4:00pm, and by appointment on Fridays at the Conservation Office, Brewster Department of Natural Resources, 1657 Main Street. A public hearing will be held Tuesday March 12 , 2024 at 6:00 PM. Starting on March 1, 2023, the public is allowed to participate in person or by remote means. The hearing notice will be publicized in the Cape Codder Newspaper no less than (5) five days prior to the hearing. If you have questions, please call the Brewster Conservation Office at (508)896-4546 x4243. Sincerely, John M. O'Reilly, P.E., P.L.S. Rev 2/16/2023 CS Applicant/Representative for Applicant J,M, O'Reilly & Associates, Inc. 1573 Main Street, Second Floor P,O.Box 1773 Brewster, MA 02631 TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 127/14/0 Ovmer Location Mailing Street Mailing City Key Parcel ID 1023 127-9-0-R (10-20-43) 127 12/0 127/36/0 0 CAPE COD. BAY 2 / 149 ULAN ' CI / l _ 62 U 127/% VI 2 MARSHVI LANE BURGESS BRETT D & JEAN A TRUSTEES BURGESS REALTY TRUST 1046 127-12-0-R (10-20-76) LYNCH MATTHEW H & BANKS SUSAN M 139/2/0) 0U•LAN D.CRCLE 21 MARSHVIEW LANE 21 MARSHVIEW LANE BREWSTER ST ZipCd/Country MA 02631 64 MARSHVIEW LANE 19 THE CROSSWAYS 1045 127-13-0-R (10-20-75) 1044 127-14-0-R (10-20-74) BUTCHER WILLIAM C 8 GALE G TRUSTEE: 42 MARSHVIEW LANE 42 MARSHVIEW LANE WEST HARTFORD CT 06117 BREWSTER HALLER STACY PAGOS TRUSTEE THE STACY PAGOS HALLER LIVING TRUS' 1024 127-15-0-R (10-20-45) 8 MARSHVIEW LANE 1401 AINTREE DRIVE DEEGAN MARGARET E TRUSTEE THE MARGARET E DEEGAN TRUST 162 UPLAND CIRCLE 162 UPLAND CIRCLE 1025 127-16-0-R (10-20-46) KENNEY PATRICIA A TRUSTEE PATRICIA A KENNEY TRUST OF1989 1040 127-34-0-R (10-20-61) 1039 127-35-0-R (10-20-60) 1021 127-36.0-E (10-12) KINTON THOMAS J & KINTON NANCY L TRUSTEES 148 UPLAND CIRCLE 148 UPLAND CIRCLE ROCKVILLE MA 02631 MD 20850 BREWSTER MA 02631 BREWSTER 161 UPLAND CIRCLE 63 EMERSON ROAD MEISTER MARIANNE D BREWSTER TOWN OF CONSERVATION COMMISSION WINCHESTER MA 02631 MA 01890 195 UPLAND CIRCLE 195 UPLAND CIRCLE BREWSTER MA 02631 0 CAPE COD BAY 2198 MAIN STREET 1031 139-2-0-R SEAVIEW BREWSTER INC (10-20-52) BREWSTER MA 02631 0 UPLAND CIRCLE PO BOX 2710 ORLEANS MA 02653 1/25/2024 Page 1 127-9-0-R 127-12-0-R 127-13-0-R BURGESS BRETT D & JEAN A TRUSTEES BURGESS REALTY TRUST 21 MARSHVIEW LANE BREWSTER, MA 02631 127-14-0-R HALLER STACY PAGOS TRUSTEE THE STACY PAGOS HALLER LIVING TRUST 1401 AINTREE DRIVE ROCKVILLE, MD 20850 127-34-0-R KINTON THOMAS J & KINTON NANCY L TRUSTEES 63 EMERSON ROAD WINCHESTER, MA 01890 139-2-0-R SEAVIEW BREWSTER INC PO BOX 2710 ORLEANS, MA 02653 LYNCH MATTHEW H & BANKS SUSAN M 19 THE CROSSWAYS WEST HARTFORD, CT 06117 BUTCHER WILLIAM C & GALE G TRUSTEES 42 MARSHVIEW LANE BREWSTER, MA 02631 127-15-0-R 127-16-0-R DEEGAN MARGARET E TRUSTEE THE MARGARET E DEEGAN TRUST 162 UPLAND CIRCLE BREWSTER, MA 02631 MEISTER MARIANNE D 195 UPLAND CIRCLE BREWSTER, MA 02631 KENNEY PATRICIA A TRUSTEE PATRICIA A KENNEY TRUST OF1989 148 UPLAND CIRCLE BREWSTER, MA 02631 127-35-0-R 127-36-0-E BREWSTER TOWN OF CONSERVATION COMMISSION 2198 MAIN STREET BREWSTER, MA 02631 8 Marshview NHESP 1. 3;7 tn 100 ft : II \ NHESP Priority Habitats of Rare Specie MassM apper leaftet; MassG1S Property Tax Parcels 0 1111. 1101111.14. 1 w A— 11 I- /7>). 1 l:4S1..0or 20010 .... . _. _. �._.. _-1 . C9 8 Marshview USGS Topo f � '•'� ,fir � '�,w ze fr if t r Si I is; e if r� ote- \\ 0 MassMapper , sl Leaflet F :,1assGl5 USGS Topographic Maps Property Tax Parcels 'v d ata sho wn on thls site ar e P4tled fo r M torraatlonal and nin0 pu rpo se. o nly. The ram and Its consonants a re not s pons 111e ro rthv ramos e or ta rvpre.entation or the da ta. MapsOnline by PeopleGIS 200 127-0137 40011 360115 Printed on 01/24!2024 211 02:45 PM ldnef inwamwl Bulloleps ParCel a To, b ow s:try MA I ro apawp Ta .n. k471 •41 4 �. v" • lS�;•<> ioo�A VIEW FROM PATH, LOOKING WEST INTO 50 -FOOT BUFFER, SALT MARSH ON FAR LEFT. INDEPENDENT ENVIRONMENTAL CONSULTANTS, INC. 162 West Long Pond Road, Plymouth, MA 02360 508-274-0310 November 26, 2023 John M. O'Reilly, P.E. J.M. O'Reilly & Associates, Inc. 1573 Main Street Brewster, MA 02361 Re: 8 Marshview Drive, Brewster, MA Mr. O'Reilly, This letter is an environmental assessment report concerning the above mentioned undeveloped property, wooded property, located at 8 Marshview Drive, at the intersection of Marshview Drive and Upland Circle in Brewster, MA. Independent Environmental Consultants, Inc. (IEC) conducted a site inspection and evaluation on 11-21-23 to review the existing delineation flagging of wetland resource areas located within this property. The wetland resource areas were delineated by Matthew Farrell of J.M. O'Reilly & Associates, Inc. The subject wooded property is located at the intersection of Marshview Drive and Upland Circle in Brewster. Existing topography drops in elevation from Marshview Drive to existing wetlands located within the property. There is a Bordering Vegetated Wetland (BVW), wooded swamp, located at the bottom of slope. At the delineated edge of wetlands, there is a minor inland bank feature located directly adjacent to the delineated boundary of wetlands (Flags BV1 - BV7). The wooded swamp continues downgradient connecting to a low-lying wetland, with an emergent plant community, containing a large percentage of Phragmities Communis, an invasive plant species. The BVW wetland contains greater than 50% wetland vegetative species, hydric soils and high groundwater conditions. The inland bank feature at the delineated edge of wetlands contains the subject BVW wetland located at the bottom of slope. The wetlands continue off property. The BVW wetland has a 50' buffer zone and a 100' buffer zone associated with the edge of wetlands. The 100' buffer zone extends towards Marshview Drive, and Upland Circle. The low-lying wetlands are connected to coastal wetlands which are subject to coastal flows during coastal storm events. A FEMA 100 year flood zone may be associated within this wetland system. Sections of this property may be classified as Estimated and/or Priority Habitat of Endangered & Rare Species by NHESP. The wetland delineation of the BVW wetland by Mathew Farrell is an accurate wetland delineation within this subject property at 8 Marshview Drive. Again, there is a minor inland bank feature located at the delineated edge of wetlands in the field, at the wetland edge closest to Marshview Drive/Upland Circle (Flags BV1— BV7). Paul J. Shea, PWS President 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--... 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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. 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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 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 29, 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, April 09, 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 Request for Determination of Applicability submittal(s) for: a.228 Cranview Road, 20-12. Sam Paine proposes the removal of an unpermitted dock, reconstruction of existing decks, repair and maintenance of elevated stairs, and pruning of branches overhanging dwelling within the 100-ft buffer of Elbow Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-02. b.286 Landing Drive, 82-3. Janet Fogel and Bob Schlegel propose to remove and replace existing decking and railing on stairs and landings within the 50 and 100-ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. RDA# 24-03. The Brewster Conservation Commission will consider the following Request for Amended Order of Conditions submittal(s) for: b.0 Crowell’s Bog Road (Long Pond Landing), 61-9 & 61-26. The Town of Brewster requests an amended Order of Conditions to SE9-1917, including correcting prop dredge scour at the end of the newly constructed ramp; adding one additional floating dock section; adding a cobble edging along boat ramp; beach nourishment; replacing existing shed; and adding Conservation Seed Mix, in the resource area and 100-ft buffer zone to Long Pond, A Great Pond, an Inland Bank, and a Bordering Vegetated Wetland. 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). horsleywitten.com March 25, 2024 Brewster Conservation Commission c/o Bill Grafton, Conservation Administrator 1657 Main Street Brewster, MA 02631 Re: Request for Amended Order of Conditions MassDEP File #009-1917 Long Pond Town Beach Boat Ramp & Parking Improvements NHESP No. 18-37570 0 Crowells Bog Road, Brewster, Massachusetts Dear Members of the Conservation Commission: On behalf of the Applicant, the Town of Brewster, the Horsley Witten Group, Inc. (HW) is submitting this proposed amendment to the Order of Conditions (OOC) for the referenced project at the Long Pond Town Beach property off Crowells Bog Road. The Conservation Commission initially issued an OOC for the project on April 12, 2022 and approved a Minor Change to the Project Plans at the public hearing on January 24, 2023. This request is made in accordance with the MassDEP Program Policy 85-4. Recall that the approved project and recent construction activities disturbed approximately 41,065 SF of the 1.48-ac site. The overall goals of the project were, and continue to be, to improve boat access to the pond, increase safety for boat trailers accessing the boat launch and the public using the beach, and improve water quality of Long Pond by reducing erosion and sedimentation and providing treatment of stormwater runoff and associated pollutants prior to discharging into Long Pond. Originally Approved Project The original, approved project included the following components: • Reconstruction of the existing boat ramp to improve access to Long Pond, including a pier and floating dock to provide a separation between the boat ramp and the public beach; • Construction of a new access road into the site to separate beach traffic from boat ramp traffic, improve safety for vehicles with boat trailers accessing the boat ramp, and improve traffic circulation; • Relocation of Site amenities (kayak and bike racks) to improve user experience; • Regrading and resurfacing of impervious material for the parking area, which was in need of repair, noting that the parking lot has been regraded to drain away from the beach and Long Pond; • Installation of stormwater management facilities to capture and treat runoff which formerly flowed untreated into Long Pond; and Brewster Conservation Commission March 25, 2024 Page 2 of 7 H:\Projects\2017\17090B Long Pond Boat Ramp Brewster\Permitting\NOI_Updated\2024 Amended OOC Request\240325 OOC Amendment CoverLetter_17090B.docx • Formalized trailer parking between the two access roads. While outside of resource areas and jurisdictional buffer zones this new site amenity is tied into the larger parking improvements at the site. Approved Minor Project Plan Change Activities (2023) The following minor plan modifications were also approved by the Commission in January 2023 prior to construction: • Slight shifts in the alignment of the access driveway and the boat ramp to the east/northeast, minor reconfiguration of the access walkway to the floating dock; and • The addition of a naturally vegetated buffer between the parking lot and the beach area. The constructed 14-foot-wide boat ramp consists of precast concrete sections along its 44-foot length and extending approximately 36 feet into Long Pond. A floating dock with four helical pile anchors were installed parallel to and just north of the boat ramp (five piles were approved by the Commission in the prior OOC filing). Proposed Amendment to the OOC During construction of the boat ramp, dock, and parking lot a few items were identified by the Town and the project team that would require minor changes to the approved plans and construction documents. These changes are intended to increase public safety; reduce the potential for erosion within the resource areas; and augment the long-term use of the Town Landing. Modifications are also needed due to a changed condition discovered during construction activities. These changes are shown on the attached contractor’s pricing Sketch Plan (SK2) and in the updated revised plans and include the following elements: 1. Fill and protect a modest-sized hole at the end of the newly constructed boat ramp panels. Following installation of the boat ramp precast concrete panels in December 2023, it was discovered that a small scour hole exists immediately beyond the end of newly constructed ramp (Photo 1). This hole is caused by boat propeller wash as boat owners attempt to “drive” boats onto their trailers; this condition occurs mostly during periods of low water and cannot be remedied though just extending the ramp further into the water because the pond depth is constant for several feet beyond the newly installed ramp. The Town and design team propose the installation of an 8 foot by 14 foot stone pad that will fill and stabilize the pond substrate immediately beyond the existing, newly installed ramp panels to keep boat trailers that might drive beyond the ramp from getting stuck, and potentially causing regular disturbance of the pond bottom (Land Under Waterbodies and Waterways), disruption to the launching and landing of boats; and potentially resulting in unsafe conditions. Brewster Conservation Commission March 25, 2024 Page 3 of 7 H:\Projects\2017\17090B Long Pond Boat Ramp Brewster\Permitting\NOI_Updated\2024 Amended OOC Request\240325 OOC Amendment CoverLetter_17090B.docx Photo 1. View of end of boat ramp where scour from prop dredge occurs. The town proposes to fill this are with a stone pad to protect the resource area and for safety. 2. Install new floating dock section at the end of the dock. In addition, the Town and project team identified that the newly installed dock sections and kayak launch may result in user conflicts when boat owners tie up to the dock next to the kayak launch. The Town proposes to add one additional 80-inch (~6.7 feet) x 10-foot section of docking as shown on the revised plans. One of the existing helical piles will be moved and the fifth prior-approved pile will be installed. 3. Install granite cobble edging along the boat ramp driveway to prevent erosion. The approved design plans called for raising the parking lot at the beach edge (south) to direct runoff to the newly constructed stormwater treatment facility. As much of the boat ramp as possible was graded to move drainage away from the shoreline, but a small length flows towards the ramp. The proposed cobble edging will be installed as shown on the plans to keep runoff on the paved area to eliminate erosion gullying along the pavement edge (Photo 2). Brewster Conservation Commission March 25, 2024 Page 4 of 7 H:\Projects\2017\17090B Long Pond Boat Ramp Brewster\Permitting\NOI_Updated\2024 Amended OOC Request\240325 OOC Amendment CoverLetter_17090B.docx Photo 2. View of area to be stabilized with cobbles (in foreground). 4. 1. Modified maintenance/equipment shed alignment and dimensions. The approved plans showed the relocation of the prior existing shed on the plans, and the stormwater control facility was sized to accommodate this impervious cover with a factor of safety to account for minor changes. The prior existing shed, which was removed, is not salvageable for reuse. The Town is proposing to install a new 20’ x 10’ shed on a concrete pad in the location indicated on the attached drawings. 2. Minor grading at southeast corner of parking lot to tie into existing grade. As stated above, the approved project plans called for raising the parking lot at the beach edge to direct stormwater runoff away from the beach and pond. This was successfully accomplished along the parking lot, but at the far southeast corner of the lot, the new grade of the parking lot is about a foot higher than the existing grade at the current limit of disturbance (Photo 3). The Town and project team are proposing minor grading to “feather out” the slope to meet the existing grade as shown on the revised plans. The area will be loamed and seeded with New England Wetland Plants (www.newp.com) “Conservation/Wildlife Mix” or acceptable equivalent native seed mix. This seeding will extend at the parking lot corner and along the eastern end of the parking lot to the current limit of disturbance. NEWP’s Conservation/Wildlife seed mix contains only native seed of grasses, wildflowers and legumes with good erosion control and wildlife habitat value. Brewster Conservation Commission March 25, 2024 Page 5 of 7 H:\Projects\2017\17090B Long Pond Boat Ramp Brewster\Permitting\NOI_Updated\2024 Amended OOC Request\240325 OOC Amendment CoverLetter_17090B.docx Photo 3. View of area at southeast corner of parking lot of approximately are where beach nourishment and seed mix would occur to match existing grades. 3. Beach nourishment to augment existing sand beach. The Town and project team are proposing to add sand above the ordinary high water mark as shown on the revised plans. This work would occur within the 0-50-foot buffer zone to inland Bank and within the buffer zone to the eastern Bordering Vegetated Wetland (BVW). The amount of sand proposed for this purpose will average less than one inch across the footprint needed and will not affect the floodzone at this site. Recall that the original analysis presented in the NOI resulted in a net gain of flood storage across the entire site of approximately 13 CY. The Town also seeks permission to allow for replacement of mitigation plantings and replacement or “top dressing” of lost beach sands as part of ongoing maintenance of the public beach. In accordance with special conditions B19 and B20, sand to be added will be compatible in grain size, color, and texture to match the existing sand of the beach. Sand for the nourishment will be sourced from Cape Sand and Gravel and will be screened through a ¼-inch screen and will contain less than 10 percent fines (passing the #200 Sieve); see attached sieve analysis and Photo 4. Brewster Conservation Commission March 25, 2024 Page 6 of 7 H:\Projects\2017\17090B Long Pond Boat Ramp Brewster\Permitting\NOI_Updated\2024 Amended OOC Request\240325 OOC Amendment CoverLetter_17090B.docx Photo 4. Sieve analysis used for beach nourishment within Brewster. Photo provided by the Town of Brewster. Resource Area Impacts Proposed minor changes will occur within the footprint of the existing project. Additional minor impacts will occur within Land Under Waterbodies and Waterways (~67 SF), with additional impacts within the buffer zone to inland Bank/BVW (~60 SF) to allow for modest grading and planting with a conservation seed mix at the location indicated on the revised plans. Beach nourishment will occur over an approximately 7,000 SF area of the buffer to inland Bank. The project will result in no additional impacts to other on-site resource areas including BVW, Bordering Land Subject to Flooding (BLSF) or inland Bank. Table 1. Summary of Approved Alterations within Jurisdictional Areas with Proposed Amendments (for this request) to Resource Areas (shown in red). JURISDICTIONAL AREA IMPACT (SF) Existing Impervious Surface Temporary Disturbance (along beach) Permanent Disturbance Net Change* Bank (LF) 14 10 14 0 Bordering Land Subject to Flooding 14,016 2,429 15,342 22,402 1,326 8,386 Land Under Waterbodies 0 269 525 592 525 592 Buffer Zone to Bank/BVW 0-50-foot Buffer Zone 4,794 2,555 2,555** 6,718 13,778 1,923 8,983 50-100-foot Buffer Zone 9,201 259 259** 11,807 11,807 2,642 2,642 Total Buffer Zone (0-100 feet) 13,995 2,814 2,814** 18,584 25,584 4,954 11,954 *Net change includes newly regraded areas for stormwater practices as well as modest increase in paved surfaces **temporary disturbance within the buffer zone is associated with beach nourishment and feather grading Brewster Conservation Commission March 25, 2024 Page 7 of 7 H:\Projects\2017\17090B Long Pond Boat Ramp Brewster\Permitting\NOI_Updated\2024 Amended OOC Request\240325 OOC Amendment CoverLetter_17090B.docx We believe that the proposed minor changes meet the MassDEP Program Policy for amending the OOC and that the proposed impacts will not result in any appreciable changed impact to the jurisdictional areas at this site from relative to the referenced plans in the OOC. This request reaffirms the previous discussion of the resource areas, including the protection of local resource area interests, and the previously approved request for a local variance for work within the 0-50 foot buffer zone. Details of these provided on the revised project plans entitled, “Long Pond Town Beach Boat Ramp & Parking Improvements, Brewster, Massachusetts,” prepared by Horsley Witten Group, Inc., and dated February 2022, January 2023; and revised through March 2024. Enclosed please find 10 copies of the full-sized plans and supporting documentation for the Commission’s records. A copy of these materials has been sent to MassDEP, Southeast Regional Office. Notification to abutters has been made, and a copy of this request has been submitted to NHESP for confirmation of its previous assessment that the project will not adversely affect the resource areas and will not result in a prohibited Take of the speices identified or the habitat for the listed species (pondshore knotweed (Persicaria puritanorum)). Thank you for your review and consideration of this request. Should you have any questions, please do not hesitate to contact me directly at (508) 833-6600. Sincerely, Horsley Witten Group, Inc. Amy Ball, PWS, CWS Senior Associate – Ecology Enclosures cc: MassDEP, Southeast Regional Office MA Natural Heritage and Endangered Species Program (NHESP 18-37570) Peter Lombardi, Brewster Town Administrator Chris Miller; Director of Natural Resources & Shellfish Griffin Ryder; Director of Department of Public Works OHW OH W EXISTING CONCRETE RAMP EXISTING FLOATING DOCK COBBLE EDGING 40 LF ± RELOCATE EXISTING ANCHOR PILE INSTALL NEW ANCHOR PILEMATCH EXISTING GRADE AT PLANK END CHAPTER 91 DREDGING LIMIT INSTALL NEW SECTION OF FLOATING DOCK LAY ANGULAR STONE (D50=4") IN 4" LIFTS COMPACT WITH MACHINE BUCKET TO MATCH AVERAGE SURROUNDING GRADE 8.0 4.7 Project Number: Sheet Number: Prepared For:Plan Set: Plan Title: Date:Designed By:Drawn By:Checked By: last modified: 02/26/24 printed: 02/26/24 by ml H:\Projects\2017\17090 Brewster Long Pond Ramp\Drawings\17090 ST.dwg 0 SCALE IN FEET 20 Sustainable Environmental Solutions www.horsleywitten.com 90 Route 6A Sandwich, MA 02563 508-833-6600 voice 508-833-3150 fax Horsley Witten Group, Inc. FEB 2024 MCL MCL RAC LONG POND TOWN BOAT LAUNCH PARKING LOT AND RAMP IMPROVEMENTS BREWSTER, MASSACHUSETTS SK 02 - EXPANDED RAMP AND LAUNCH 17090B SK 02 TOWN OF BREWSTER DEPARTMENT OF NATURAL RESOURCES PLAN SECTION COBBLE EDGING NOT TO SCALE COMMON GRANITE COBBLE SETT 5" X 8" ROADWAY RAKED SAND 3" MORTAR BEDDING 4" COMPACTED GRAVEL 1/4" MAX. TYP. 1" MAX.2" MAX.ROADWAY RAKED SAND 3" TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 61/26/0 Owner Location Mailing Street Mating City Key Parcel ID 8417 61-9-0-E (49-16) BREWSTER TOWN OF 0 CROWELLS BOG ROAD 2198 MAIN STREET BREWSTER ST ZipCd/Country MA 02631 8415 61-24-0-R GORMAN FRANCIS J & NANCY P CO-TRUS 160 CROWELLS BOG ROAD 21 VALENTINE DRIVE (49-14) THE GORMAN REVOCABLE TRUST 5/18/20 NORFOLK MA 02056 8416 61-25-0-R (49-15) ESSIG RONALD J & SUSAN E 154 CROWELLS BOG ROAD 681 WENDELL ROAD SHUTESBURY MA 01072 8428 61-26-0-E BREWSTER TOWN OF (49-25-1) 0 LONG POND LANDING 2198 MAIN STREET BREWSTER MA 02631 8427 61-27-0-R VITO RALPH S & ALYCE A TRUSTEES 114 CROWELLS BOG ROAD 37 MOUNT VERNON AVENUE MELROSE MA 02176 (49-25) 114 CROWELLS BOG ROAD TRUST 8421 61-28-0-R CARTA JOAN M (49-18) 23 MAMMON CARTWAY PO BOX 464 BREWSTER MA 02631 8422 61-35-0-R PETERSON MARK 0 (49-19) 0 MAMMON CARTWAY 28 MAMMON CARTWAY Certified by James M. Gallagher, MAA Deputy Assessor BREWSTER MA 02631 1/5/2022 Page 1 61-9-0-E 61-24-0-R 61-25-0-R BREWSTER TOWN OF 2198 MAIN STREET BREWSTER, MA 02631 BREWSTER TOWN OF 2198 MAIN STREET BREWSTER, MA 02631 PETERSON MARK 0 28 MAMMON CARTWAY BREWSTER, MA 02631 GORMAN FRANCIS J & NANCY P CO -TRUST THE GORMAN REVOCABLE TRUST 5/18/201 21 VALENTINE DRIVE NORFOLK, MA 02056 ESSIG RONALD J & SUSAN E 681 WENDELL ROAD SHUTESBURY, MA 01072 61-26-0-E 61-27-0-R 61-28-0-R 61-35-0-R VITO RALPH S & ALYCE A TRUSTEES 114 CROWELLS BOG ROAD TRUST 37 MOUNT VERNON AVENUE MELROSE, MA 02176 CARTA JOAN M PO BOX 464 BREWSTER, MA 02631 Massachusetts Department of Environmental Protection Bureau of Resource Protection – Wetlands Massachusetts Wetlands Protection Act (M.G.L. c.131, § 40) Brewster Conservation Commission Code of the Town of Brewster Chapter 172 Notice to Abutters Date: _____________________________ To: Abutters of property located at _______________________________________ Assessors’ Map _____ Parcel ______ From: ____________________________________ Owner of Property _________________________________ 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 for a proposed project. The project includes the following: _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ The proposed work will occur within ___ feet of: __ Inland Wetlands __ Coastal Wetlands __ The project is proposed to occur within an Inland Wetland. __ The project is proposed to occur within a Coastal Wetland. The information and plans for the project may be reviewed between 8:30 AM and 4:00 PM at the this time due to the Covid pandemic, on Tuesdays and Thursdays at the Conservation Department, Brewster Town Offices, 1657 Main Street. A public hearing will be held Tuesday _________________________, 20____ . Until further notice, due to the Covid pandemic, meetings will be held only by remote participation. For the year 2021, beginning on March 9, meetings will 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 questions, please call the Brewster Conservation Department at 50 8 896-4546, extension 4243, between the hours of 8:30 AM and 4:00 PM. Sincerely, _____________________________________Representative for Applicant Notice to Abutters rev. February, 2021 March 25, 2024 0 Long Pond Landing 61 9,26 [formerly 49/16, 25-1] Horsley Witten Group, Inc. Town of Brewster The Town has requested an Amendment to the Order of Conditions issued by the Conservation Commission under DEP File #009-1917 to make minor modifications to the Long Pond Town Beach Boat Ramp & Parking Improvements Project. Activities include correcting prop dredge scour at the end of the newly constructed ramp; adding one additional floating dock section to reduce boating and kayaking conflicts; adding a cobble edging along the boat ramp; providing beach nourishment; replacing the existing shed; and adding a conservation seed mix. x April 9 24 Amy Ball, Horsley Witten Group, Inc. Revised 2/17/2017 AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act and the Town of Brewster Wetlands Protection Bylaw 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 request to Amend an Order of Conditions filed under the Massachusetts Wetlands Protection Act and the Town of Brewster Wetlands Protection Bylaw (Chapter 172) 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) March 25, 2024 Amy Ball, Horsley Witten Group, Inc. Peter Lombardi, Town Administrator March 25, 2024 0 Long Pond Landing, Brewster, MA March 25, 2024 Town of Brewster Botanical Name Common Name Indicator NEW ENGLAND WETLAND PLANTS, INC New England Conservation/Wildlife Mix 820 WEST STREET, AMHERST, MA 01002 PHONE: 413-548-8000 FAX 413-549-4000 EMAIL: INFO@NEWP.COM WEB ADDRESS: WWW.NEWP.COM Elymus virginicus Virginia Wild Rye FACW- Schizachyrium scoparium Little Bluestem FACU Andropogon gerardii Big Bluestem FAC Festuca rubra Red Fescue FACU Sorghastrum nutans Indian Grass UPL Panicum virgatum Switch Grass FAC Chamaecrista fasciculata Partridge Pea FACU Desmodium canadense Showy Tick Trefoil FAC Asclepias tuberosa Butterfly Milkweed NI Bidens frondosa Beggar Ticks FACW Eupatorium purpureum (Eutrochium maculatum)Purple Joe Pye Weed FAC Rudbeckia hirta Black Eyed Susan FACU- Aster pilosus (Symphyotrichum pilosum)Heath (or Hairy) Aster UPL Solidago juncea Early Goldenrod The New England Conservation/Wildlife Mix provides a permanent cover of grasses, wildflowers, and legumes For both good erosion control and wildlife habitat value. The mix is designed to be a no maintenance seeding, and is appropriate for cut and fill slopes, detention basin side slopes, and disturbed areas adjacent to commercial and residential projects. PRICE PER LB.$39.50 MIN. QUANITY 2 $79.00TOTAL:APPLY: 25 LBS/ACRE :1750 sq ft/lbLBS. New England Wetland Plants, Inc. may modify seed mixes at any time depending upon seed availability. The design criteria and ecological function of the mix will remain unchanged. Price is $/bulk pound, FOB warehouse, Plus SH and applicable taxes. Date:3/2/2023 Sheet 1 of 1 Job Name:Merchant Job Number: Sample Number: Sample Collected by:Sample Tested by: Notes:Sand: 56.42%USCS: SP D60 ~ 1.648 D30 ~ 1.431 Coefficient of Curvature = D30^2/(D60*D10) = 15.1752 4.75 4 5.1 5.1 1.02 1.02 4 5 4.5 9.6 0.90 1.92 2.36 8 21.6 31.2 4.32 6.24 2 10 12.1 43.3 2.42 8.66 1.7 12 18.1 61.4 3.62 12.28 1 18 106.2 167.6 21.24 33.52 0.5 35 210.0 377.6 42.00 75.52 0.3 50 86.2 463.8 17.24 92.76 0.25 60 13.0 476.8 2.60 95.36 0.125 100 21.9 498.7 4.38 99.74 0.075 200 1.2 499.9 0.24 99.98 PAN PAN 0.1 500.0 0.02 100.00 Sample Weight Wet:500 g Sample Weight Dry:500 g Percent Moisture:0.0 % 500 g 1/4" Screened Sand 500 98.98 98.08 93.76 87.72 7.24 Merchant Coefficient of Uniformity = D60/D10 = 0.3663 CUMULATIVE PERCENT FINER Sample Weight Passed Through Sieves: Silt/Clay: 0.61% D10 ~ 4.498 SIEVE OPENING IN MILLIMETERS SIEVE MESH WEIGHT RETAINED IN GRAMS (Cumulative) 0.02 PROJECT MANUAL SPECIFICATION (USCS) 0.26 4.64 100.00% 24.48 66.48 Course Gravel 91.34 PERCENT RETAINED (Cumulative) Coarse Sand K10740B Jacob Guthrie Fine Gravel Silt/Clay Medium Sand Very Fine Sand 0 Fine Sand SIEVE ANALYSIS DATA AND COMPUTATION SHEET PASSED MESH SIEVE TOTAL 1573 Main Street Brewster, MA 02631 Phone: 508-896-1706 Fax: 508-896-5109 BENNETT ENVIRONMENTAL ASSOCIATES, LLC A Natural Systems Utilities Company LICENSED SITE PROFESSIONALS, ENVIRONMENTAL SCIENTISTS, GEOLOGISTS, ENGINEERS 0 10 20 30 40 50 60 70 80 90 100 4 5 8 10 12 18 35 50 60 100 200 PAN % Passing Sieve Mesh Course Gravel Fine Sand Silt/Clay Very Fine Gravel Medium Sand Course Sand Very Course Sand Fine Gravel Project Number:Registration: PROJECT LOCUS la s t m o d i f i e d : 0 3 / 2 5 / 2 4 p r i n t e d : 0 3 / 2 5 / 2 4 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 C V . d w g 1 2 3 4 5 6 7 Checked By: Drawn By: Designed By: Date Issued: Sheet Number: Revisions Appr.Rev.Date By Description Graphic Scale 1 inch = 250 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 403 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 LONG POND TOWN BEACH BOAT RAMP & PARKING IMPROVEMENTS BREWSTER, MASSACHUSETTS CONSTRUCTION DRAWINGS FEBRUARY 2023 REVISED MARCH 2024 17090 of1 10 LONG POND TOWN BEACH BOAT RAMP & PARKING IMPROVEMENTS BREWSTER, MASSACHUSETTS Brewster Department of Natural Resources 2198 Main Street Brewster, MA 02631 (508) 525-9135 FEBRUARY 2023 MCL MCL RAC 1:150000 1500000 1:12000 120000 113 R2 Water Street Exeter, NH 03833 (603) 658-1660 voice 1C - SITE SITE SITE Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES 3 EXISTING CONDITIONS 4 SITE PREPARATION 5 SITE PLAN 6 GRADING PLAN 7 PLANTING PLAN 8 CONSTRUCTION DETAILS (1) 9 CONSTRUCTION DETAILS (2) 10 PLANTING DETAILS LONG POND CROWELLS BOG ROAD BLACK POND HARWICH ROAD (ROUTE 124) WINSTEAD ROAD 3/25/24 MCL RAC AMENDED PERMIT APPLICATION STORMWATER FACILITY OPERATION & MAINTENANCE: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES UNTIL SUCH TIME THAT THE ROADWAYS AND ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER AND THE ENGINEER. 2. THE CONTRACTOR SHALL INSPECT AND RESTORE/CLEAN ALL FACILITIES (INLETS, MANHOLES, TREATMENT AREAS, ETC.) OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE. 3. ALL SEDIMENT AND DEBRIS SHALL BE DISPOSED OF PROPERLY IN A PRE-APPROVED LOCATION AS APPROVED BY THE TOWN. 4. THE CONTRACTOR SHOULD REFER TO THE ORDER OF CONDITIONS FOR ADDITIONAL INFORMATION PERTAINING TO STORMWATER FACILITY OPERATION AND MAINTENANCE REQUIREMENTS. 5. ALL STORMWATER FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR AFTER EVERY MAJOR RAINFALL EVENT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST 3 MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. 6. SPECIFIC ANNUAL MAINTENANCE SHALL BE AS FOLLOWS: A.DRAINAGE STRUCTURES (INLETS, MANHOLES & CATCH BASINS): ALL DRAINAGE STRUCTURES WILL BE INSPECTED ANNUALLY TO MONITOR FOR PROPER OPERATION, COLLECTION OF LITTER OR TRASH, AND STRUCTURAL DETERIORATION. THE BASINS WILL BE CLEANED OF SEDIMENT (INCLUDING SUMPS) AS NECESSARY, AND REPAIRED WHEN REQUIRED. B.STONE SCOUR PROTECTION: STONE AT THE OUTFALLS WILL BE INSPECTED ANNUALLY AND REPAIRED AS NECESSARY. C.INFILTRATION CHAMBERS: THE CHAMBERS WILL BE INSPECTED ANNUALLY TO ENSURE THAT DESIGN INFILTRATION RATES ARE BEING MET. IF SEDIMENT OR ORGANIC DEBRIS BUILD-UP HAS LIMITED THE INFILTRATION CAPABILITIES AND BUILT UP WITHIN THE CHAMBERS THE SYSTEM SHALL BE CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. D.WET SWALE TREATMENT AREAS: THE WET SWALE TREATMENT AREAS WILL BE INSPECTED TWICE ANNUALLY FOR THE FIRST YEAR OF OPERATION AND ANNUALLY AFTER THE FIRST YEAR, AND AFTER STORM EVENTS GREATER THAN OR EQUAL TO THE 1-YEAR, 24-HOUR PRECIPITATION EVENT. GENERAL MAINTENANCE OF WET SWALE SYSTEMS FALLS UNDER LANDSCAPING PRACTICES. THE PLANTING SOIL BED WILL BE MONITORED FOR PROPER PH, EROSION, AND AERATION. ILL-ESTABLISHED, DEAD OR SEVERELY DISEASED PLANTS WILL BE REMOVED AND REPLACED ANNUALLY. SEDIMENT BUILD-UP IN THE FOREBAY AREA WILL BE REMOVED AS NEEDED. E.ROUTINE MAINTENANCE: OTHER ROUTINE MAINTENANCE WILL INCLUDE REMOVAL OF TRASH AND LITTER FROM PAVED AND PERIMETER AREAS, AND ANNUAL STREET AND PARKING LOT SWEEPING AFTER THE SPRING THAW TO AVOID EXCESSIVE ACCUMULATION OF SEDIMENT IN THE DRAINAGE SYSTEM. THE PIPES DRAINING THE PROJECT WILL BE INSPECTED ANNUALLY FOR PROPER FLOW. NOTE: OPERATION AND MAINTENANCE CHECKLIST AVAILABLE UPON REQUEST GENERAL CONSTRUCTION NOTES 1. ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL NECESSARY POLICE DETAIL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT. 3. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY ALL FEES INCLUDING POLICE DETAILS AND POST ALL BONDS, IF NECESSARY, ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE OWNER AND THE ENGINEER. 4. ALL EXISTING CONDITIONS SHOWN SHALL BE CONSIDERED APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT 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 BY THE CONTRACTOR PRIOR TO THE START OF 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN. 6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. ALL COST RELATED TO THE REPAIR OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 7. THE CONTRACTOR SHALL UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING BARRICADES, SAFETY LIGHTING, CONES, POLICE DETAIL AND/OR FLAG MEN AS DETERMINED NECESSARY BY THE ENGINEER AND/OR TOWN. 8. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. THIS WORK MAY BE REQUIRED TO TAKE PLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE FACILITY. THE CONTRACTOR SHALL PLAN ACCORDINGLY. 9. ALL TRENCH WORK WITHIN EXISTING PAVEMENT SHALL BE SAWCUT PER THE APPLICABLE DETAILS. TRENCH WORK BACKFILL AND COMPACTION SHALL HAVE MAX. 8-INCH LIFTS. CONTRACTOR SHALL BE REQUIRED TO REMOVE PATCH AND REPAVE AFTER ONE COMPLETE 12-MONTH CYCLE IF SETTLEMENT OCCURS DUE TO INADEQUATE COMPACTION AS DETERMINED BY THE ENGINEER WITHIN THE WARRANTY PERIOD. 10. ALL IMPORTED MATERIAL SHALL BE CLEAN. NO MATERIAL WILL BE ACCEPTED FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000. 11. SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION WILL BE PROVIDED BY THE CONTRACTOR AND SHALL BE CONDUCTED BY A MASSACHUSETTS' REGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEY WORK. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. THE LOCATION OF ALL CONTROL POINTS AND BENCHMARKS SHALL BE COORDINATED WITH THE ENGINEER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES SHALL REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS BEEN COMPLETED BY THE ENGINEER. ANY RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES SHALL BE THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR. 14. EQUIPMENT, VEHICLES, AND STOCKPILES TO BE KEPT OFF EXISTING SOIL (SAND) EXCEPT WHILE GRADING. MINIMIZE COMPACTION OF ALL NON-HARDSCAPED AREAS. 15. UNLESS OTHERWISE SPECIFIED ON THE PLANS AND DETAILS/SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (THE MASSACHUSETTS HIGHWAY DEPARTMENT 2022 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES AND THE MARCH 31, 2022 SUPPLEMENTAL SPECIFICATIONS). 16. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, AND TRENCH WORK. 17. SOLID WASTES SHALL BE COLLECTED AND STORED IN A SECURED DUMPSTER. THE DUMPSTER SHALL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. 18. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. 19. ALL UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE A MINIMUM OF 4-INCHES OF LOAM INSTALLED AND BE SEEDED WITH GRASS SEED AS SHOWN ON THE PLAN AND/OR DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ANY LOAM AND SEEDED AREAS UNTIL LAWN GROWTH IS ESTABLISHED AND APPROVED BY THE ENGINEER AND/OR OWNER. 20. ALL PROPOSED STRUCTURES SHALL BE DESIGNED BY THEIR MANUFACTURERS FOR AASHTO H-20 LOADING. PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED HEREIN. 21. A HIGH WATER TABLE IS ANTICIPATED. IF THE WATER TABLE IS ENCOUNTERED DURING EXCAVATION, THE WATER TABLE SHALL BE TEMPORARILY LOWERED BY PUMPING. THE CONTRACTOR SHALL INSTALL A DEWATERING BAG/BASIN AND PROVIDE A DEWATERING PLAN DEPICTING PROPOSED DEWATERING LOCATION TO THE ENGINEER. THE PUMP DISCHARGE SHALL BE DIRECTED TO THIS BASIN TO PREVENT SEDIMENTS FROM LEAVING THE CONSTRUCTION AREA. THE CONTRACTOR SHALL INSTALL ADDITIONAL BASINS IF REQUIRED. INSTALL THE BASIN(S) WITHIN THE LIMIT OF DISTURBANCE. 22. LEDGE OR BOULDER EXCAVATION IS NOT ANTICIPATED FOR THIS SITE. 23. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALL DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE TO AN APPROVED DUMP SITE. ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. 24. CONCRETE TRUCKS SHALL NOT BE WASHED ONSITE. ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA SHALL BE REMOVED BY HAND AT THE CONTRACTOR'S EXPENSE. 25. BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED. NO ROAD SALT OR OTHER DE-ICING CHEMICALS SHALL BE USED ON THE ACCESS ROADWAY. 26. IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED, THE CONTRACTOR IS TO IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER. 27. AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHALL BE COLLECTED, AND REMOVED FROM THE SITE. GENERAL GRADING AND DRAINAGE NOTES 1. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 2. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 3. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 5. PROPOSED ELEVATIONS ARE SHOWN TO FINISH PAVEMENT OR GRADE UNLESS NOTED OTHERWISE. 6. ALL EARTHWORK AND SITE PREPARATION SHALL BE DONE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF ANY SUBSURFACE INVESTIGATION OR GEOTECHNICAL REPORTS PREPARED FOR THIS SITE. 7. DRIVEWAYS AND PARKING AREAS ARE NOT TO BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEEN INSTALLED AND ALL PIPE CONNECTIONS COMPLETE. 8. DRAINAGE PIPING SHALL BE HIGH DENSITY POLYETHYLENE PIPE AND CONFORM TO AASHTO M294 CORRUGATED POLYETHYLENE PIPE. PIPE SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE PLAN. MINIMUM CLEARANCE BETWEEN PROPOSED DRAINAGE PIPING AND OTHER UTILITIES/STRUCTURES SHALL BE 18" VERTICALLY AND 4-FT HORIZONTALLY. CPP SHALL BE CAREFULLY BACKFILLED IN ACCORDANCE WITH THE LATEST MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS. THE MINIMUM COVER FOR HDPE PIPE IS 1'-0" FOR H-20 TRAFFIC LOADS IF INSTALLED IN ACCORDANCE WITH AASHTO SECTION 30. THIS IS BASED ON EMPIRICAL CALCULATION OF LOAD RESPONSE, MANUFACTURER'S TESTING AND FIELD EXPERIENCE WITH THE PIPE. AASHTO SPECIFICATIONS SECTION 18.4.1.5 DEFINES THE MINIMUM COVER AS "ID/8 BUT NOT LESS THAN 12 INCHES." THIS COVER IS MEASURED FROM THE PIPE OD TO THE TOP OF A RIGID (CONCRETE) PAVEMENT OR THE BOTTOM OF A FLEXIBLE (BITUMINOUS) PAVEMENT. BOTH AASHTO AND ASTM, AS WELL AS MOST MANUFACTURERS, REQUIRE ADDITIONAL (TEMPORARY) COVER FOR CONSTRUCTION LOADS GREATER THAN H-20. GENERALLY, AN ADDITIONAL 2' OF TEMPORARY COVER, MOUNDED OVER THE PIPE AND REMOVED FOR FINAL GRADING AND PAVING, IS SUFFICIENT FOR LARGE CONSTRUCTION VEHICLE LOADS. 9. BACKFILL ADJACENT TO PIPES AND STRUCTURES SHALL BE OF THE TYPE AND QUALITY CONFORMING TO THAT SPECIFIED FOR THE ADJOINING FILL MATERIAL. BACKFILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED SIX INCHES IN THICKNESS AND COMPACTED TO A DENSITY OF 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN +/- 2% OF OPTIMUM. ALL COMPACTION IS TO BE DETERMINED BY AASHTO METHOD T-99. TESTING OF BACKFILL MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. BASIC CONSTRUCTION SEQUENCE THE FOLLOWING CONSTRUCTION SEQUENCE IS TO BE USED AS A GENERAL GUIDELINE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEERS, AND LANDSCAPE ARCHITECTS AND SUBMIT A PROPOSED CONSTRUCTION SEQUENCE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 1. SURVEY AND STAKE THE PROPOSED LIMIT OF DISTURBANCE AND LIMIT OF SEDIMENTATION BARRIERS. 2. PLACE SEDIMENTATION BARRIERS AS SHOWN ON THE PLANS AND AS STAKED OUT IN THE FIELD. IN NO CASE IS THE LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMIT OF DISTURBANCE AS SHOWN ON THE PROJECT PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES IN LOCATIONS SHOWN ON PLANS. NO OTHER ENTRANCES SHALL BE USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION OR DELIVERY VEHICLES. 4. BEGIN CLEARING THE SITE AND DEMOLITION AS REQUIRED. 5. SURVEY AND STAKE CENTERLINE OF THE PROPOSED DRIVEWAYS, STORMWATER TREATMENT AREAS, AND DRAINAGE LINES. 6. EXCAVATE AND ROUGH GRADE THE PROPOSED STORMWATER TREATMENT AREAS AND ANY ADDITIONAL TEMPORARY MEASURES NECESSARY TO CONTROL SITE RUNOFF AND SEDIMENTS. PERMANENT STORMWATER TREATMENT AREAS SHALL BE TEMPORARILY SEEDED. PERMANENT SEEDING AND PLANTING SHALL BE COMPLETED AFTER THE CONTRIBUTING AREA HAS REACHED A MINIMUM OF 80% STABILIZATION AND THE TEMPORARY MEASURES ARE NO LONGER REQUIRED. 7. BEGIN CLEARING AND GRUBBING IN AREA OF DRIVEWAYS AND STORMWATER TREATMENT AREAS. TOPSOIL IS TO BE STRIPPED FROM THE PROPOSED DRIVEWAYS AND STORMWATER TREATMENT AREAS AND STOCKPILED IN APPROVED LOCATIONS. TOPSOIL STOCKPILES ARE TO BE PROTECTED BY A SEDIMENT BARRIER. 8. INSTALL TEMPORARY CONVEYANCE DEVICES (SWALES, CHECK DAMS, ETC.) AS NECESSARY TO CONVEY RUNOFF TO TREATMENT AREAS. 9. BEGIN ROUGH GRADING AREAS FOR DRIVEWAYS AND PARKING. BRING ROUGH GRADING TO PROPER ELEVATIONS AS SOON AS PRACTICABLE. WORK SHALL PROGRESS DILIGENTLY TO MINIMIZE TIME SOILS ARE UN-STABILIZED. 10. INSTALL DRAINAGE PIPES, DRAINAGE MANHOLES AND CATCH BASINS, AND UNDERGROUND DRAINAGE STRUCTURES. WORK SHALL BEGIN AT THE STORMWATER TREATMENT AREAS AND PROGRESS UP-GRADIENT. PROTECT DISCHARGE OUTLETS WITH RIP-RAP APRONS. THE DRAINAGE NETWORK IS TO BE PROTECTED FROM SEDIMENTATION WITH SILT FENCE AND/OR SILT SOCK UNTIL ALL DISTURBED AREAS ARE STABILIZED WITH STONE SUB-BASE OR VEGETATION. INSTALL SEDIMENT BARRIERS AT ALL POINTS OF ENTRY INTO THE DRAINAGE NETWORK. PARTICULAR CARE SHALL BE TAKEN TO PROTECT THE UNDERGROUND DRAINAGE BASINS FROM SEDIMENT. 11. PERMANENTLY SEED ALL DISTURBED AREAS OUTSIDE OF THE AREA TO BE PAVED. 12. ONCE ALL UNDERGROUND WORK HAS BEEN COMPLETED, PLACE COMPACTED GRAVEL FOUNDATION AND ROUGH GRADE THE DRIVEWAYS/PARKING AREAS IN ACCORDANCE WITH THE SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS AS SOON AS POSSIBLE. 13. BEGIN DRIVEWAY AND PARKING CONSTRUCTION PER SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS. DRIVVEWAY AND PARKING AREAS ARE NOT TO BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEEN INSTALLED AND ALL PIPE CONNECTIONS COMPLETE. 14. FINISH PERMANENT STABILIZATION. SWEEP PAVEMENT TO REMOVE ALL SEDIMENTS. REPAIR DRAINAGE FACILITIES AS REQUIRED. THE CONTRACTOR SHALL CLEAN AND FLUSH THE DRAINAGE STRUCTURES AND PIPES AT THE END OF CONSTRUCTION AND ALL ACCUMULATED SEDIMENTS SHALL BE REMOVED. CONTRACTOR SHALL INSPECT THE DRAINAGE NETWORK AND REPAIR ANY DAMAGE IMMEDIATELY. 15. COMPLETE ALL REMAINING PLANTING, AND SEEDING. 16. REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING VEGETATIVE ESTABLISHMENT OF ALL DISTURBED AREAS SHALL BE APPROVED BY THE ENGINEER AND WHEN THE CONTRIBUTING AREA HAS REACHED A MINIMUM OF 80% STABILIZATION. EROSION & SEDIMENT CONTROL NOTES 1. THE SITE CONSTRUCTION FOREMAN SHALL BE DESIGNATED AS THE ON-SITE PERSONNEL RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND SHALL IMPLEMENT ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE. 2. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL (ESC) MEASURES AS SHOWN ON THE DESIGN PLANS IN CONSULTATION WITH THE TOWN, AND AS DETERMINED NECESSARY IN THE FIELD BY THE ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO BEGIN. THESE MEASURES SHALL BE CHECKED, MAINTAINED/REPLACED AS NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. SUCH MEASURES SHALL REPRESENT THE LIMIT OF WORK. WORKERS SHALL BE INFORMED THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGH THE CONSTRUCTION PERIOD. 3. A MINIMUM SURPLUS OF 50 FEET OF EROSION CONTROL BARRIER (SILT FENCE AND/OR SILT SOCK) SHALL BE STOCKPILED ONSITE AT ALL TIMES. 4. THE CONTRACTOR SHALL PROTECT THE ADJACENT RESOURCE AREA FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE OWNER AND IN CONFORMANCE WITH THE ORDER OF CONDITIONS. 5. A CONSTRUCTION EXIT SHALL BE CONSTRUCTED AS SHOWN ON THE DRAWINGS TO SHED DIRT FROM CONSTRUCTION VEHICLE TIRES. THE CRUSHED STONE PAD WILL BE REPLACED/CLEANED AS NEEDED TO MAINTAIN ITS EFFECTIVENESS. 6. THE LIMIT OF ALL CLEARING, GRADING AND DISTURBANCES SHALL BE KEPT TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. THE CONTRACTOR SHALL PHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED SOIL. IF TREES ARE TO BE CUT ON THE ENTIRE SITE, ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION SHALL BE GRUBBED. THE REQUIRED SEDIMENTATION CONTROL FACILITIES MUST BE PROPERLY ESTABLISHED, CLEARLY VISIBLE AND IN OPERATION PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER CONSTRUCTION ACTIVITIES WHICH WILL LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS PREDICTED, THE CONTRACTOR SHALL USE THEIR BEST PROFESSIONAL JUDGEMENT WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ENSURING THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS. 8. EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF 0.25 INCH OR GREATER DURING CONSTRUCTION TO ENSURE THAT THE EROSION AND SEDIMENTATION CONTROL MEASURES ARE INTACT AND FUNCTIONING PROPERLY. IDENTIFIED DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY NO LATER THAN 24 HOURS AFTER IDENTIFICATION. 9. SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT SOCK AND/OR SILT FENCE AS DETERMINED NECESSARY. 10. DISTURBED AREAS AND SLOPES SHALL NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME (SUCH AS THE INACTIVE WINTER SEASON). THE CONTRACTOR SHOULD PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AREAS HAVING A SLOPE GREATER THAN 3:1 SHALL BE REINFORCED WITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY IN THE FIELD BY THE ENGINEER. 11. THE CONTRACTOR SHALL INSTALL A SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCHBASIN RECEIVING RUNOFF FROM THE SITE. UPON THE INSTALLATION OF EACH CATCH BASIN, THE CONTRACTOR SHALL INSTALL A SILT SACK OR APPROVED EQUIVALENT. CONTRACTOR TO ENSURE NO CONSTRUCTION SITE SEDIMENT ENTERS UNDERGROUND CHAMBER SYSTEMS. THESE ARE TO BE INSPECTED AFTER EACH SIGNIFICANT STORM EVENT AND REMOVED AND EMPTIED AS NEEDED DURING THE ENTIRE CONSTRUCTION PERIOD. 12. SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN AS-NEEDED BASIS DURING CONSTRUCTION TO AID IN THE CAPTURE OF SITE RUNOFF AND SEDIMENT. IT WILL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, TO SIZE AND CREATE THESE BASINS IN APPROPRIATE LOCATIONS. 13. THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT ONSITE. ALL EXITS FROM THE SITE WILL BE SWEPT AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. PAVED AREAS SHALL BE SWEPT AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS WHICH MAY ACCUMULATE DURING SITE WORK. 14. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM ALL TEMPORARY PRACTICES AND DISPOSED OF IN A PRE-APPROVED LOCATION BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. 15. THE CONTRACTOR SHALL PROVIDE ON SITE OR MAKE READILY AVAILABLE THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS FOR THE DURATION OF THE PROJECT TO ENSURE ALL ESC DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PERSONNEL AND EQUIPMENT EITHER ON SITE OR MAKE READILY AVAILABLE TO ENSURE ALL ESC DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER 16. PROPER MEASURES SHALL BE IMPLEMENTED BY THE CONTRACTOR IF DEWATERING IS NECESSARY DURING CONSTRUCTION. THESE MEASURES SHALL INCLUDE DEWATERING BAGS, TEMPORARY STRAWBALES, SILT FENCES, SILT SOCKS AND/OR OTHER APPROVED DEVICES. THE DEWATERING SETUP SHALL BE APPROVED BY THE ENGINEER. 17. ALL SEDIMENT COLLECTED IN THE TEMPORARY PARTIALLY CONSTRUCTED STORMWATER TREATMENT AREAS WILL BE REMOVED AND DISPOSED OF PROPERLY PRIOR TO FILTER FABRIC AND/OR MEDIA INSTALLATION. PARTIALLY CONSTRUCTED STORMWATER TREATMENT AREAS WILL HAVE A SURFACE ELEVATION AT A MINIMUM 1-FOOT ABOVE THE BOTTOM OF MEDIA ELEVATION AS SHOWN IN ON THE DRAWINGS. THIS WILL ALLOW AN OVER-DIG OF THE COLLECTED SEDIMENT FROM WITHIN THE STORMWATER TREATMENT AREA PRIOR TO MEDIA/FABRIC INSTALLATION. 18. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE ENGINEER AT NO EXTRA COST TO THE OWNER. 19. THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER FACILITIES INSTALLED OR AFFECTED BY THE PROJECT. ANY SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM THE PROJECT WORK SHALL BE REMOVED PRIOR TO THE OWNER'S ACCEPTANCE. 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 0 2 3 MC L M C L R A C NO T E S LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 : 2 1017090of la s t m o d i f i e d : 0 2 / 0 1 / 2 3 p r i n t e d : 0 2 / 0 1 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 D E. d w g 2C - Ch e c k e d B y : De s i g n e d B y : Da t e : D r 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 . DEWATERING NOTES: 1. SUPPLY THE DEWATERING SYSTEMS TO: A. DEVELOP A SUBSTANTIALLY DRY AND STABLE SUBGRADE FOR THE PROPOSED WORK; B. PREVENT DAMAGE TO ADJACENT PROPERTIES, STRUCTURES, UTILITIES AND RESOURCES AREAS; C. RETAIN ALL SEDIMENTS ON-SITE WITHIN THE WORK AREA; D. PREVENT SEDIMENT DISCHARGE AND DEGRADATION OF THE RESOURCE AREA;. E. PREVENT LOSS OF FINES, QUICK CONDITION, OR SOFTENING OF SUBGRADE; AND F. MAINTAIN STABILITY OF SIDES AND BOTTOMS OF EXCAVATIONS AND TRENCHES. 2. LOCATE DEWATERING FACILITIES WHERE THEY WILL NOT INTERFERE WITH CONSTRUCTION WORK OR ABUTTING RESOURCES. 3. MODIFY DEWATERING EQUIPMENT AND PROCEDURES WHEN OPERATIONS THREATEN TO CAUSE DAMAGE TO NEW OR EXISTING FACILITIES OR ADJACENT AREAS NOT WITHIN THE LIMIT OF WORK. 4. PRIOR TO INSTALLATION OF THE DEWATERING SYSTEM, PROVIDE THE ENGINEER WITH A SCHEDULE OF DEWATERING PROCEDURES. DEWATERING SCHEDULE AND PROCEDURES ARE SUBJECT TO THE LOCAL AUTHORITY AND ENGINEER'S REVIEW AND APPROVAL AND SHALL INCLUDE AT A MINIMUM THE FOLLOWING INFORMATION: A. THE PROPOSED TYPES OF DEWATERING SYSTEMS; B. ARRANGEMENT, LOCATION AND DEPTHS OF SYSTEM COMPONENTS; C. COMPLETE DESCRIPTION OF EQUIPMENT AND INSTRUMENTATION TO BE USED INCLUDING INSTALLATION, OPERATION AND MAINTENANCE PROCEDURES; D. TYPES AND SIZES OF FILTERS (IF APPLICABLE); E. DESIGN CALCULATIONS DEMONSTRATING ADEQUACY OF THE PROPOSED SYSTEM AND EQUIPMENT; AND F. PROVISIONS AND METHODS OF SEDIMENT REMOVAL AND DISPOSAL OF WATER. G. ALL PERMITS REQUIRED FOR THE WORK, IF NECESSARY. 5. FURNISH ALL MATERIAL/PRODUCTS REQUIRED TO ADEQUATELY PROVIDE DEWATERING WITHOUT DAMAGE TO SURROUNDING PROPERTIES, EXISTING UTILITIES, AND/OR RESOURCE AREA. SUBMIT ALL PRODUCTS AND MATERIALS TO THE ENGINEER FOR REVIEW AND APPROVAL. 6. INTERCEPT AND DIVERT SURFACE WATER RUNOFF AWAY FROM EXCAVATIONS THROUGH THE USE OF DIKES, CURB WALLS, DITCHES, PIPES, SUMPS OR OTHER APPROVED MEANS. 7. IF PUMPS ARE USED, THE PUMP INTAKE LINE SHOULD NOT BE ALLOWED TO SETTLE TO THE BOTTOM OF THE EXCAVATION OR DEWATERING SUMP. 8. PROVIDE AND MAINTAIN HOLDING AREAS/TEMPORARY SETTLING BASINS OF ADEQUATE SIZE TO COLLECT AND PREVENT SURFACE AND SUBSURFACE WATER SEEPAGE FROM ENTERING THE EXCAVATIONS. DIVERT THE WATER TO SETTLING BASINS OR OTHER APPROVED EQUIPMENT REQUIRED TO REDUCE THE AMOUNT OF FINE PARTICLES BEFORE DISCHARGE INTO DRAINAGE PIPES AND NATURAL WATER COURSES. IF A DRAINAGE SYSTEM OR WATER COURSE BECOMES BLOCKED DUE TO DEWATERING OPERATION, IT MUST BE CLEANED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ANY ENFORCEMENT ACTIONS OR FINES RESULTING FROM IMPROPER DEWATERING AND/OR DISCHARGE OF TURBID WATER AND SEDIMENT TO PROTECTED AREAS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. ACCOMPLISH DEWATERING IN ACCORDANCE WITH THE MEANS AND METHODS SUBMITTED AND APPROVED BY THE ENGINEER. KEEP THE ENGINEER ADVISED OF ANY CHANGES REQUIRED TO ACCOMMODATE FIELD CONDITIONS AND, ON COMPLETION OF THE DEWATERING SYSTEM INSTALLATION, REVISE AND RESUBMIT THE INFORMATION REQUIRED TO SHOW THE INSTALLED SYSTEM. A. PERFORM DEWATERING OPERATIONS TO LOWER THE GROUNDWATER LEVEL IN EXCAVATIONS AS REQUIRED TO PROVIDE A STABLE, DRY SUBGRADE FOR THE PROSECUTION OF THE PROPOSED WORK. B. MAINTAIN DEWATERING OPERATIONS IN A MANNER THAT PREVENTS BUILDUP OF EXCESSIVE HYDROSTATIC PRESSURE AND DAMAGE TO STRUCTURES, AND THE SUBGRADE. C. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES TO REMOVE PROMPTLY, AND TO DISPOSE OF PROPERLY, ALL WATER ENTERING EXCAVATIONS AND TO KEEP THEM DRY UNTIL THE PROPOSED WORK IS COMPLETED. D. DO NOT DISCHARGE WATER TO PROTECTED ENVIRONMENTAL RESOURCES WITHOUT TREATMENT TO REMOVE SUSPENDED SOLIDS AND SEDIMENTS. E. DO NOT LAY PIPE OR PLACE STRUCTURES IN WATER. PLACE BACKFILL PROMPTLY OR IMPLEMENT OTHER APPROVED METHODS TO PREVENT THE POSSIBILITY OF FLOTATION OF PIPE OR STRUCTURES AFTER INSTALLATION. LEGEND: ROW OR PROPERTY LINE CONTOUR - MAJOR TREE LINE SETBACK LINE DRAIN PIPE EDGE OF PAVEMENT CURB EROSION CONTROL BARRIER BITUMINOUS BERM PATHWAY FENCE - WOOD FENCE - TEMPORARY OVERHEAD WIRE CONTOUR - MINOR PAVED WALKWAY PROPOSED GENERAL 43 50 X X LIMIT OF WORK UTILITIES EROSION & SEDIMENT CONTROL EXISTING EXISTING PROPOSED BUILDING STORMWATER AREA SYMBOLS PROPERTY INFORMATION STONE 43 50 CROSSWALK/PAVEMENT STRIPING ENVIRONMENTAL DRAIN MANHOLE BOUNDARY WV CB EXISTING TREE BENCHMARK CONTROL POINT HYDRANT EXISTING SPOT GRADE WATER VALVE TEST PIT WATER WELL INSPECTION PORT CURB STOP CATCHBASIN UP1 UTILITY POLE D W TP CS H Y D EL:98.45 PROPOSED SPOT GRADE EL:95.00 WF BOULDER HANDICAP SYMBOL SIGN MAIL BOX WETLAND FLAG BIKE 10 BENCH PICNIC TABLE BIKE RACK PARKING SPACE COUNT VEHICLE CIRCULATION FEMA FLOOD ZONE WETLAND BOUNDARY WETLAND 50 BUFFER WETLAND 100 BUFFER ORDINARY HIGH WATER FLOOD 0$6 6 6 7 $ 7 ( 3 / $ 1 ( %2 5 ' ( 5 , 1 * 9(* ( 7 $ 7 ( ' : ( 7 / $ 1 ' 321' 2 5 ' , 1 $ 5 < +,*+: $ 7 ( 5 :( 7 / $ 1 ' % 8 ) ) ( 5 :( 7 / $ 1 ' % 8 ) ) ( 5 %41 9 ' . . 5 $ 1 ) 4 1 # & ) / 2 2 ' )/ 2 2 ' )/22 ' )/2 2 ' ) / 2 2 ' )/2 2 ' )/2 2 ' )/22' 6 : 1 ( / 5 1 ( / 5 / 5 6 ( 6 : / 5 6 : 1 : 6 ( 6 ( 6 ( 1 ( 1 ( 0$3/27 :,1'67($'5' 1) 3$/0,6$12 0$3/27 &52:(//6%2*5' 1) 72:12)%5(:67(5 0$3/27 /21*321'/$1',1* 1) 72:12)%5(:67(5 0$3/27 &52:(//6%2*5' 1) 68//,9$1 0$3/27 &52:(//6%2*5' 1) (66,* 7 2 : 1 / $ < 2 8 7 ) ( ( 7 : , ' ( 1) .$=$1-,$1%25'(5,1* 9(*(7$7(' :(7/$1' /,)(*8$5' 6+(' 6725$*( &217$,1(5 ( ; , 6 7 , 1 * % 2 $ 7 5 $ 0 3 /21*321' %2$775$,/(5 3$5.,1*$5($ (23 % ( 5 0 (23& 8 5 % % ( 5 0 5, 3 5 $ 3 $&&(66,%/(9,(:,1*'(&. 3257$%/( 72,/(76 %,.(5$&. 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( ; G Z J LQIHHW *5$3+,&6&$/( ,1&+ )((7 )( % 5 8 $ 5 < 0& / 0 & / 5 $ & &K H F N H G % \ 'H V L J Q H G % \ 'D W H ' U D Z Q % \ 6859(<127(6 7+(7232*5$3+<$1'(;,67,1*6,7(&21',7,216'(3,&7('+(5(21$5(7+(5(68/72)$1217+(*5281'),(/'6859(<&21'8&7('%<7+(+256/(<:,77(1*5283,1&21-81( +25,=217$/'$780,60$6667$7(3/$1(&225',1$7(6<67(0'$780(67$%/,6+('%<*36 7+((/(9$7,216'(3,&7('+(5(21:(5(%$6('217+(1257+$0(5,&$19(57,&$/'$7801$9'2) 3523(57</,1(6859(<,67+(5(68/72)$1217+(*5281'),(/'6859(<$1''(('6$1'3/$162)5(&25' 7+,63/$1'2(61276+2:$1<5(&25'('2581:5,77(1($6(0(176:+,&+0$<(;,67+2:(9(57+,6'2(6127&2167,787($*8$5$17((7+$71268&+($6(0(176(;,67 7+($&&85$&<2)0($685('3,3(,19(576$1'3,3(6,=(6,668%-(&772),(/'&21',7,2167+($%,/,7<720$.(9,68$/2%6(59$7,216',5(&7$&&(66727+(9$5,286(/(0(176 $1'27+(5&21',7,216 7+(/2&$7,21$1'25(/(9$7,212)(;,67,1*87,/,7,(6$1'6758&785(6$66+2:1217+(6(3/$16$5(%$6('215(&25'62)9$5,28687,/,7<&203$1,(6$1':+(5(9(5 3266,%/(0($685(0(1767$.(1,17+(),(/'7+,6,1)250$7,21,612772%(5(/,('8321$6%(,1*(;$&725&203/(7(7+(/2&$7,212)$//81'(5*5281'87,/,7,(6$1' 6758&785(66+$//%(9(5,),(',17+(),(/'35,25727+(67$572)$1<&216758&7,217+(&2175$&7250867&217$&77+($335235,$7(87,/,7<&203$1<$1<*29(51,1* 3(50,77,1*$87+25,7<,17+(72:12)%5(:67(5$1'',*6$)($7/($67+285635,2572$1<(;&$9$7,21:25.,135(9,286/<81$/7(5('$5($6725(48(67 (;$&7),(/'/2&$7,212)87,/,7,(6 7+(3523(57<,6/2&$7(':,7+,1),50=21($$3352;,0$7('72(/ )5207+(),50$66+2:121&20081,7<3$1(/12&-'$7('-8/< 7+(:(7/$1''(/,1($7,216+2:1+(5(21:$6&21'8&7('%<7+(+256/(<:,77(1*5283,1&21-81( 3/$15()(5(1&(6 %$5167$%/(&2817<5(*,675<2)'(('6 3/$1%22.3$*( 3/$1%22.3$*( 3/$1%22.3$*( 3/$1%22.3$*( 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 +R U V O H \ : L W W H Q * U R X S , Q F /(*(1' 3523(57</272552: &2172850$-25 ($6(0(17/,1( 75((/,1( 6(7%$&./,1( '5$,13,3( ('*(2)3$9(0(17 &(17(5/,1( (526,21&21752/%$55,(5 %(50 3$7+:$< :$//5(7$,1,1* )(1&(:22' )(1&(:,5( 29(5+($':,5( &2172850,125 $%877,1*/27 *(1(5$/ )(0$)/22'=21( :(7/$1'%281'$5< :(7/$1'%8))(5 :$//6721( 87,/,7,(6 (526,21 6(',0(17&21752/ (19,5210(17$/ :(7/$1'%8))(5 25',1$5<+,*+:$7(5 )/22' ;; %8,/',1* 6<0%2/6 '5$,10$1+2/( %281'$5< WV &% 3523(57<,1)250$7,21 (;,67,1*75(( (;,67,1*6+58% %(1&+0$5. &21752/32,17 +<'5$17 (;,67,1*6327*5$'( :$7(59$/9( 7+5867%/2&. 87,/,7<%2; 7(673,7 021,725,1*:(// :$7(5:(// &/($1287 &85%6723 &$7&+%$6,1 %(50&87 83 3,3(678% 87,/,7<32/( (;,67,1*(9(5*5((1 75(( D W 73 &2 &6 H Y D (/ 6327*5$'((/ 75((67803 :) 52&. +$1',&$36<0%2/ 6,*1 0$,/%2; :(7/$1')/$* %,.( %(1&+ 3,&1,&7$%/( %,.(5$&. 180%(52)3$5.,1*63$&(6 9(+,&/(&,5&8/$7,21 7373 62,/7(673,7'$7$ 3(5)250('%<0&/(+0$1(,7 +256/(<:,77(1*5283,1& '$7(0$< 73 BO R D E R I N G VE G E T A T E D W E T L A N D POND O R D I N A R Y HIGH W A T E R 32 WE T L A N D B U F F E R 50 ' WE T L A N D B U F F E R 10 0 ' 46 CRO W E L L ' S B O G R O A D F L O O D FL O O D FLO O D FL O O D FL O O D FLO O D FL O O D FLOOD (19 6 4 T O W N L A Y O U T - 5 0 F E E T W I D E ) BORDERING VEGETATED WETLAND CB/DH FND (DISTURBED) TP-3 TP-2 UP 81/8 WVWV H YD 14" 14" 20" 16" 20" 12" 12" 12" 12"10" 22" 16" 24" 14" 12" 12" 10" 14" 18" 14" 36" 16" 10" 18" 18" 12" 10" UP 81/7 18" 18"16" 8" 16" 12" 20" 14" 18" 18" 16" BANK 12 BANK 11 30" BANK 10 BANK 9 BANK 8 BANK 7 BANK 616"16" 14" 14" 18" 28" 48" BANK 2 BANK 1 BVW 1 BVW 2 18" 24" 12" 10" 12" 18" 30" 12"12"36" BVW 3 BVW 4 BVW 5 BVW 6 BVW 7 BVW 8 BVW 9 BVW 10 BVW 100 BVW 101BVW 102 BVW 103 BVW 104 BVW 105 BVW 106 9" 12" 8" 16" 8" 20" 6" 6" 6"12" 6"20" 8" 12"14" 12" 14" 12" 20" 10" 20" 12" 8" 8" 14" 14" 18" 24" 8" 8" 10" 18" 10" 6" 10"10" 12" 26" 6" 14" 8" 28" 8" 8" 10" 10" 8" 8" 8" 6" 10" 6"10" 10" 6" 6" 20" 18" 24"14" 12" 12" BANK 5 BANK 4 BANK 3 44 44 45 46 4 3 4 2 3 9 4 0 4 1 4 214" 33 3 3 3 4 35 3 6 3 7 3 8 3 9 4 0 3 5 3 6 3 7 3 8 3 9 4 0 45 46 47 4 6 47 5 0 49 48 47 46 45 44 43 42 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 51 50 49 48 47 46 45 44 43 42 41 40 49 48 48 47 46 45 4 0 4 5 35 3 5 36 37 373839 3 4 3 3 3 2 3 1 3 0 2 9 2 8 28 29 30 31 44 43 42 41 40 44 45 43 42 41 40 39 38 37 36 35 3 4 33 33 33 33 34 34 35 40 45 3 5 4 0 35 34 3 4 3 3 3 2 3 2 32 3 2 W W TP-1 RELOCATE SITE FURNITURE EROSION CONTROL BARRIER TYP. 750 LF± TOTAL TREE PROTECTION (TYP.) CONSTRUCTION ENTRANCE 900 SF± INSTALL INLET PROTECTION REMOVE TREE (TYP.) PORTABLE COFFERDAM 110 LF± TEMPORARY CONSTRUCTION FENCING WITH SAFETY SIGNAGE 100 LF± SAWCUT 120 LF± COORDINATE FINAL LOCATION OF ACCESSIBLE VIEWING DECK WITH TOWN REMOVE SHED (BY OTHERS) LIMIT OF WORK 39,500 SF 43 TOTAL TREES TO BE REMOVED 29 TREES ≥ 12" DBM TO BE REMOVED RELOCATE STORAGE CONTAINER REMOVE EXISTING PAVEMENT 17,050± LIMIT OF WORK 39,500 SF RELOCATE SIGN COORDINATE WITH THE TOWN TO LOCATE TEMPORARY HEEL-IN/STAGING AREA FOR THE TOWN'S PLANT TRANSPLANTS DEWATERING BAG PROTECT SIGNS PUMP DISCHARGE HOSE DEWATERING SUMP REMOVE PAVEMENT LONG POND INCREASED LIMIT OF WORK 60 SF ± MA S S S T A T E P L A N E Re v i s i o n s Ap p r . Re v . Da t e By De s c r i p t i o n 1 2 3 4 5 6 7 SI T E P R E P A R A T I O N LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 6 4 4 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 : Ju n e 2 7 , 2 0 1 7 Br e w s t e r D e p a r t m e n t o f Na t u r a l R e s o u r c e s 21 9 8 M a i n S t r e e t Br e w s t e r , M A 0 2 6 3 1 Ph o n e : (5 0 8 ) 5 2 5 - 9 1 3 5 Fa x : -- - - 4 1017090of la s t m o d i f i e d : 0 3 / 2 5 / 2 4 p r i n t e d : 0 3 / 2 5 / 2 4 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 D M . d w g 02 / 1 1 / 2 2 KJ K HL C Re v . l i m i t o f w o r k & t r a n s p l a n t n o t e s -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET FE B R U A R Y 2 0 2 3 MC L MC L RA C 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 . 7'-6" (TYP) 6'-0" TEMPORARY PLASTIC FENCE STAND FILLED WITH SAND/CONCRETE OR GALVANIZED RECTANGULAR PIPE BASE 1-1/4" GALVANIZED PIPE (TYP) TEMPORARY CONSTRUCTION FENCE NOT TO SCALE 0'-6" TYP. GRADE PORTABLE COFFERDAM DEWATERING DETAIL NOT TO SCALE 4' (MIN) 5' (TYP) VARIES (SEE PLAN) 1' (TYP) DEWATERING PUMPING PLAN PORTABLE COFFERDAM INSTALLATION DETAIL WATER SURFACE NOTES: 1.THE PORTABLE COFFERDAM SYSTEM BY PORTADAM® OR AN ENGINEER APPROVED EQUIVALENT. WATER-INFLATED COFFERDAM BARRIERS OR CONCRETE ROAD ("JERSEY") BARRIERS WRAPPED IN FABRIC BARRIER MAY BE CONSIDERED IN LIEU OF PORTADAM®. CONTRACTOR TO SUBMIT ALTERATIONS PLAN FOR PRIOR ENGINEER APPROVAL. 2.THE PORTABLE COFFERDAM SYSTEM SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER RECOMMENDATIONS, BEGINNING AT THE MOST UPSTREAM LOCATION. 3.SANDBAGS 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, ECT.) 4.IMPERVIOUS SHEETING SHALL CONSIST OF POLYETHYLENE OR OTHER MATERIAL WHICH IS RESISTANT TO PUNCTURE AND TEARING. SHEETING SHALL BE OVERLAPPED ACCORDING TO THE MANUFACTURER RECOMMENDATIONS. 5.ALL DEWATERING CONTAINMENT AREAS AND EROSION/SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY COFFERDAM INSTALLATION AND ACCORDING TO THE CONSTRUCTION PLANS AND DETAILS. 6.ALL EXCAVATED SEDIMENTS OR DEBRIS SHALL BE DISPOSED OF IN AN APPROVED STOCK PILE AREA AND PROTECTED WITH EROSION/SEDIMENT CONTROL BARRIERS. 7.EROSIONS/SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL DISTURBED AREAS ARE STABILIZED IN ACCORDANCE WITH THE SPECIFICATIONS. BOTTOM SEDIMENTS P APPROVED DEWATERING CONTAINMENT AREA DOWNSTREAM OF WORK AREA (SEE DETAIL) DEWATERING PUMP SUMP PIT NUMBER/SIZE/DEPTH TO SUIT INTAKE HOSE PORTABLE COFFERDAM SYSTEM (SEE NOTES) DEWATERED WORK AREA NOTE: DETAIL APPLICABLE FOR WORK ON EITHER SIDE OF RIVER. MIRROR DETAIL AS APPLICABLE. BOTTOM BED RESOURCE BANK DEWATERED WORK AREA SANDBAGS FOR ANCHORFABRIC MEMBRANE IMPERVIOUS BED SEALING SHEET STEEL SUPPORT FRAME (24" TYP. FRAME SPACING) PONDING PONDING 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 AGGREGATE OR STRAW UNDERLAY A A SECTION A - ADEWATERING 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 SIZE INCHES AND TIGHTLY SECURE WITH ATTACHED 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 A-A STONE CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE PU B L I C R O A D W A Y A NOTE: 1.STONE CONSTRUCTION ENTRANCE(S) TO REMAIN UNTIL INSTALLATION OF PAVEMENT SUB-BASE IS TO BEGIN. 2.SEE SITE PLAN FOR LOCATION & ACTUAL DIMENSIONS VARIES SEE SITE PLAN (15' MIN. 25' TYP.) VARIES SEE SITE PLAN (25' MIN. 35' TYP.) 12" WASHED CRUSHED STONE AGGREGATE ASTM DESIGNATION C-33, SIZE NO. 2 (1-1/2” TO 2-1/2”)A R= TO SUIT (15' MIN., 25' TYP.) NON-WOVEN FILTER FABRIC PLAN VIEW SECTION AREA TO BE PROTECTED NOTES: 1.SILT SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEER APPROVED EQUAL. 2.ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS. 3.SEDIMENT SILT SOCK TO BE FILLED WITH LEAF COMPOST AND/OR WOODY MULCH PER MANUFACTURER'S REQUIREMENTS. 4.FOLLOWING CONSTRUCTION AND SITE STABILIZATION, COMPOST MATERIAL TO BE REMOVED OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER. EROSION CONTROL BARRIER NOT TO SCALE 3"-4" 12"± WORK AREA WATER FLOW WORK AREA SILT FENCE 2" x 2" WOODEN STAKE 12" DIAMETER SILT SOCK STAKE ON 10' LINEAL SPACING SEDIMENT SILT SOCK AREA TO BE PROTECTED 1" REBAR OR EQUAL FOR BAG REMOVAL FROM INLET DUMP LOOP HANDLES OVERFLOW SLOTS OR APPROVED EQUIV. INLET PROTECTION NOT TO SCALE NOTES: 1.SEDIMENT CONTROL INSERTS SHALL BE INSTALLED OVER ALL CATCHBASINS/INLETS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. 2.TEMPORARY INLET PROTECTION TO BE REMOVED AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. 3.DEPTH (D) SHALL BE A MINIMUM OF 16-INCHES. 4.MANUFACTURER SHALL BE SILT SACK OR APPROVED EQUIVALENT. PROPOSED AND/OR EXISTING CATCHBASIN D CATCHBASIN OUTLET TRANSPLANTING NOTES: NOT IN CONTRACT. TOWN TO DO ALL TRANSPLANTING WORK. COORDINATE WITH THE TOWN ON CONSTRUCTION SEQUENCING AS NEEDED. FLOOD CONTINGENCY PLAN: ·REMOVE ALL CONSTRUCTION EQUIPMENT AND ANY FUEL OR OTHER POTENTIAL CONTAMINANTS BEYOND THE 100-YEAR FLOOD LIMITS ·REMOVE ALL DEBRIS ·COVER STOCKPILES AND TRASH CONTAINERS ·ENSURE ALL EROSION AND SEDIMENT CONTROL DEVICES (IE. EROSION CONTROL BARRIERS, INLET PROTECTION DEVICES) ARE IN PLACE 3/ 2 5 / 2 4 MC L RA C AM E N D E D P E R M I T A P P L I C A T I O N 2 BO R D E R I N G VE G E T A T E D W E T L A N D POND O R D I N A R Y HIGH W A T E R OHW OH W OHW OHW OHW OHW WE T L A N D B U F F E R 50 ' WE T L A N D B U F F E R 10 0 ' CRO W E L L ' S B O G R O A D F L O O D FL O O D FLO O D FL O O D FL O O D FLO O D FL O O D FLOOD (19 6 4 T O W N L A Y O U T - 5 0 F E E T W I D E ) BORDERING VEGETATED WETLAND CB/DH FND (DISTURBED) CB/DH FND UP 81/8 WVWV H YD 14" 14" 20" 16" 20" 12" 12" 12" 12"10" 22" 16" 24" 14" 12" 12" 10" 14" 18" 14" 36" 16" 10" 18" 18" 12" 10" UP 81/7 18" 18"16" 8" 16" 12" 20" 14" 18" 18" 16" BANK 12 BANK 11 30" BANK 10 BANK 9 BANK 8 BANK 7 BANK 616"16" 14" 14" 18" 28" 48" BANK 2 BANK 1 BVW 1 BVW 2 18" 24" 12" 10" 12" 18" 30" 12"12"36" BVW 3 BVW 4 BVW 5 BVW 6 BVW 7 BVW 8 BVW 9 BVW 10 BVW 100 BVW 101BVW 102 BVW 103 BVW 104 BVW 105 BVW 106 9" 12" 8" 16" 8" 20" 6" 6" 6"12" 6"20" 8" 12"14" 12" 14" 12" 20" 10" 20" 12" 8" 8" 14" 14" 18" 24" 8" 8" 10" 18" 10" 6" 10"10" 12" 26" 6" 14" 8" 28" 8" 8" 10" 10" 8" 8" 8" 6" 10" 6"10" 10" 6" 6" 20" 18" 24"14" 12" 12" BANK 5 BANK 4 BANK 3 14" W W D D 11 10 5 6W W W W W W FRO N T S E T B A C K 32 SPACES + 3 ADA SPACES BI T U M I N O U S B E R M 3 0 0 L F ± BITUM I N O U S B E R M 2 5 0 L F ± 8.0' 8.0' 18.0' 9.0' 9.0' 18.0' 24.0' R15.0' R25.0' R15.0' R64.0' R15.0' R4.0' R25.0' R46.0' 18.0' 14.0' 11.0' 42.0' VEHICLES WITH TRAILERS 6 SPACES 46.5' PRECAST CONCRETE RAMP SECTIONS RELOCATED KAYAK RACKS (2) BY TOWN BITUMINOUS PAVEMENT 18,000 SF ± WET SWALE STORMWATER TREATMENT AREA GRAVEL BOAT TRAILER PARKING 3,050 SF ± TIMBER PARKING BARRIER 160 LF ± RELOCATED PORTABLE TOILETS BY TOWN RELOCATED PICNIC TABLES (2) BY TOWN TIMBER BOLLARD TYP. PUBLIC BEACH BOUNDARY MARKER BY TOWN EXISTING VISTA RAMP RELOCATED STORAGE CONTAINER BY TOWN STORMWATER OUTFALL WITH SEDIMENT FOREBAY RELOCATED BIKE RACK (BY TOWN) INSTALL STAFF GAUGE ON COLUMN UNDERGROUND CHAMBERS STORMWATER TREATMENT AREA INLET FLUME INLET FLUME NO PARKING STRIPING CROSSWALK STRIPING HANDICAP PARKING SIGNS (3) BY TOWN 8.0' FLOATING KAYAK LAUNCH GANGWAY R4.0' R4.0' BITUMINOUS BERM 45 LF ± BITUMINOUS WALK 205 SF± MOVABLE BOULDER BY TOWN PRO P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E 16.0' 14.0' R10.0' 9.0' 4.0' R10.0' DO NOT ENTER SIGNS (2) BY TOWN DO NOT ENTER SIGNS (2) BY TOWN ONE-WAY TRAFFIC ARROWS TYP. STOPLINE 2.0' BEGIN TAPER TO 14.0' LONG POND COBBLE EDGING 40 LF ± RELOCATE EXISTING ANCHOR PILE INSTALL NEW ANCHOR PILE MATCH EXISTING GRADE AT PLANK END INSTALL NEW SECTION OF FLOATING DOCK LAY ANGULAR STONE (D50=4") IN 4" LIFTS COMPACT WITH MACHINE BUCKET TO MATCH AVERAGE SURROUNDING GRADE 8.0 NEW 10' X 20' SHED BUILDING (BY TOWN) LOAM & SEED CONSERVATION MIX 360 SF ± BEACH NOURISHMENT/SAND REPLENISHMENT TOP DRESS AS NECESSARY 7,000 SF MA S S S T A T E P L A N E Re v i s i o n s Ap p r . Re v . Da t e By De s c r i p t i o n 1 2 3 4 5 6 7 SI T E P L A N LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 : 5C - 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 6 4 4 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 : Ju n e 2 7 , 2 0 1 7 Br e w s t e r D e p a r t m e n t o f Na t u r a l R e s o u r c e s 21 9 8 M a i n S t r e e t Br e w s t e r , M A 0 2 6 3 1 Ph o n e : (5 0 8 ) 5 2 5 - 9 1 3 5 Fa x : -- - - 5 1017090of 12 / 2 8 / 2 2 MC L RA C MA R K I N G S & S I G N A G E -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET FE B R U A R Y 2 0 2 3 MC L MC L RA C 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 . 3/ 2 5 / 2 4 MC L RA C AM E N D E D P E R M I T A P P L I C A T I O N 2 2 2 2 2 2 2 BO R D E R I N G VE G E T A T E D W E T L A N D POND O R D I N A R Y HIGH W A T E R 32 WE T L A N D B U F F E R 50 ' 46 F L O O D FL O O D FLO O D FL O O D F L O O D FLO O D FL O O D FLOOD BORDERING VEGETATED WETLAND TP-3 TP-2 WVWV HY D 14" 14" 20" 16" 20" 12" 12" 12" 12"10" 22" 16" 14" 12" 12"18" UP 81/7 18" 18"16" 8" 16" 12" 20" 14" 18" 18" 16" BANK 12 BANK 11 30" BANK 10 BANK 9 BANK 8 BANK 7 BANK 616"16" 14" 14" 18" 28" 48" BANK 2 BVW 1 BVW 2 18" 24" 12" 10" 12" 18" 30" 12"12"36" BVW 3 BVW 4 BVW 5 BVW 6 BVW 7 BVW 8 BVW 9 BVW 10 BVW 100 BVW 101BVW 102 BVW 103 BVW 104 BVW 105 BVW 106 9" 12" 8" 16" 8" 20" 6" 6" 6"12" 6"20" 8" 12"14" 12" 14" 12" 20" 10" 20" 12" 8" 8" 14" 14" 18" 24" 8" 8" 10" 18" 10" 6" 10"10" 12" 26" 6" 14" 8" 28" 8" 8" 10" 10" 8" 8" 8" 6" 10" 6"10" 10" 6" 6" 20" 18" 24"14" 12" 12" BANK 5 BANK 4 BANK 3 44 44 45 46 4 3 4 2 3 9 4 0 4 1 4 214" 33 3 3 3 4 3 5 3 6 3 7 3 8 3 9 4 0 3 5 3 6 3 7 3 8 3 9 4 0 45 46 47 4 6 5 0 49 48 47 46 45 44 43 42 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 51 50 49 48 47 46 45 44 43 42 41 40 49 48 48 47 46 45 4 0 4 5 35 3 5 36 37 373839 3 4 3 3 3 2 3 1 3 0 2 9 2 8 28 29 30 31 44 43 42 41 40 44 4 5 43 42 41 40 39 38 37 36 35 3 4 33 33 33 33 34 34 35 40 45 3 5 4 0 35 34 3 4 3 3 3 2 3 2 32 3 2 W W TP-1 11 10 5 6W W W W W W D D WET SWALE 300 SF ± ESTIMATED PERMANENT POOL ELEVATION:32.00± 2.5' SEDIMENT FOREBAY EL:31.76 EL:31.95 5 x 5 (25) SC-310 CHAMBERS TOP OF STONE:36.58 TOP OF CHAMBERS:35.58 BOTTOM OF CHAMBERS:34.25 BOTTOM OF STONE:33.25 MINIMUM GRADE ABOVE CHAMBERS:38.00 SEDIMENT FOREBAY INLET FLUME STONE CHECK OVERFLOW SPILLWAY EL:33.80 EL:33.95 EL:33.35 0+ 0 0 0+ 5 0 1+ 0 0 1+ 5 0 2+0 0 2+5 0 -0 + 0 0 0+ 5 0 1+00 1+50 DMH 100 RIM:38.20' 12" INV IN:34.25' 18" INV OUT:34.25' 12" INV OUT:34.25' DCB 101 RIM:36.80' 12" INV OUT:34.25' DMH 200 RIM:38.15' 12" INV IN:34.25' 18" INV OUT:34.25' 12" INV OUT:34.25' DCB 201 RIM:36.80' 12" INV OUT:34.25' R55.0' ENTRANCE DRIVE CENTERLINE ALIGNMENT EXIT DRIVE CENTERLINE ALIGNMENT EL:33.25 EL:33.75 EL:33.25 EL:33.70 LP:32.60 EL:32.10 TC:32.45 EL:31.80 EL:32.30 EL:32.25 TC:32.75 EL:34.50 EL:34.30 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 44 43 42 41 40 39 38 37 36 35 34 3 3 34 33 33 33 3 4 3 3 3 3 3 4 3 3 3 2 3 2 33 34 35 3 637383940 40 41 42 43 44 45 46 47 48 44 43 42 41 40 39 38 37 36 35 4 5 1 0 . 0 % M A X . OVERFLOW SPILLWAY EL:32.10 EL:32.00 EL:32.40 EL:31.80 EL:32.25 EL:34.15 1.0 % M I N . LONG POND LP:32.85 INLET FLUME EL:33.25 EL:33.25 EL:33.45 33 FEATHER GRADING AT CORNER TO MATCH EXISTING GRADE 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 0+50 1+00 1+50 2+00 2+50 2+80 L:12' R:300' L:15' R:215' STA:0+50.83 ELEV:43.18 STA:0+35.83 ELEV:44.16 STA:0+34.91 ELEV:44.19 STA:0+22.91 ELEV:44.31 STA:0+21.16 ELEV:44.29 -10. 0 0 % -12 . 0 0 % 1.00% -3.00% SMOOTHLY TIE-IN TO EXISTING ROADWAY L:65' R:650' L:65' R:545' STA:1+08.62 ELEV:37.41 STA:1+73.62 ELEV:34.16 STA:1+75.71 ELEV:34.16 STA:2+40.71 ELEV:30.28 0.00% EXISTING GRADE PROPOSED GRADE VERTICAL CURVE (TYP.) MA S S S T A T E P L A N E 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 -0+00 0+50 1+00 1+50 1+80 -10. 0 0 % L:10' R:145' L:65' R:550' STA:0+12.96 ELEV:44.99 STA:0+16.85 ELEV:44.88 STA:0+26.85 ELEV:44.23 STA:1+02.15 ELEV:36.70 1.00% 3.00% SMOOTHLY TIE-IN TO PROPOSED PARKING AREA SMOOTHLY TIE-IN TO EXISTING ROADWAY STA:1+62.21 ELEV:34.00 EXISTING GRADE PROPOSED GRADE VERTICAL CURVE (TYP.) la s t m o d i f i e d : 0 3 / 2 5 / 2 4 p r i n t e d : 0 3 / 2 5 / 2 4 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 G D . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET 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 . 114" 214"2" 112"14" 14" 2" 314" 112"3" 212" 3 4" CHAMFER 1" 8" 8" 4'-0" FIXED 14'-0" 1'-0" 2 TON GALV. LIFT ANCHOR - 4 PLACES STD. GROOVE (LEFT SHOWN) (LEFT OR RIGHT AS NEEDED) 30° PRECAST CONCRETE BOAT RAMP PLANK NOT TO SCALE 0.3 X LENGTH REBAR AT LIFTING INSERT REINFORCING STEEL (REBAR) BOTH DIRECTIONS. TONGUE & GROOVE FOR ALL JOINTS TONGUE & GROOVE FOR ALL INTERNAL SIDE WALLS FLAT EXPOSED ENDS KEYWAY DETAIL ENDGROOVE DETAIL SIDE PLAN 6" COMPACTED GRAVEL SUBBASE Re v i s i o n s Ap p r . Re v . Da t e By De s c r i p t i o n 1 2 3 4 5 6 7 FE B R U A R Y 2 0 2 3 MC L MC L RA C GR A D I N G & D R A I N A G E P L A N LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 6 4 4 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 : Ju n e 2 7 , 2 0 1 7 Br e w s t e r D e p a r t m e n t o f Na t u r a l R e s o u r c e s 21 9 8 M a i n S t r e e t Br e w s t e r , M A 0 2 6 3 1 Ph o n e : (5 0 8 ) 5 2 5 - 9 1 3 5 Fa x : -- - - 6 1017090of 6C - 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 : BOAT RAMP & EXIT CENTERLINE PROFILE HORIZONTAL SCALE 1" = 20' VERTICAL SCALE 1" = 5' ENTRANCE CENTERLINE PROFILE HORIZONTAL SCALE 1" = 20' VERTICAL SCALE 1" = 5' ENTRANCE DRIVE TYPICAL SECTION NOT TO SCALE 18'-0" 3% 3:1 MAX. SLOPE BITUMINOUS PAVEMENT (SEE DETAIL) BITUMINOUS BERM (SEE DETAIL) EXIT DRIVE TYPICAL SECTION NOT TO SCALE 3:1 MAX. SLOPEBITUMINOUS BERM (SEE DETAIL) BITUMINOUS PAVEMENT (SEE DETAIL) 14'-0" 2% 3/ 2 5 / 2 4 MC L RA C AM E N D E D P E R M I T A P P L I C A T I O N 1 44 41 40 38 37 36 35 34 33 32 44 43 42 41 40 39 38 37 36 34 3 3 34 33 33 33 33 33 433 3 3 3 4 3 3 3 33 34 35 3 940 4 41 42 43 44 45 35 4 5 11 10 5 6 FRO N T S E T B A C K PRO P E R T Y L I N E P R O P E R T Y L I N E PR O P E R T Y L I N E BO R D E R I N G VEG E T A T E D W E T L A N D POND O R D I N A R Y HIGH W A T E R OHW OHW OHW OHW OHW OHW 32 WE T L A N D B U F F E R 50 ' WE T L A N D B U F F E R 10 0 ' 47 46                   W PRRPRPRO POPOPRROPROOOOPOPOPE RERERR OPOPOOO RRERERRTYTYTY ER YRYYTYYYLINI TYYYYY ILINNENNE LIN EIIEEEEEE F L O O D FL O O D FLOO D FLO O D F L O O D FLO O D FLO O D S44 ° 3 3 ' 3 6 " W 344 . 8 4 ' N44 ° 3 3 ' 3 6 " E 458 . 7 5 ' 3 .7 5 ' 7 7 .5 7 ' N42 ° 0 5 ' 2 5 " E 205 . 7 1 ' L=419.80' R=400.00' S65 ° 5 3 ' 4 4 " E 174. 8 6 ' L =7 4 .6 6 ' R =8 9 .0 8 ' S44° 33' 36"W 4.12' N5 7 ° 2 5 ' 2 0 " W 18 7 . 0 6 ' S 2 9 ° 0 7 ' 3 4 " E 4 3 . 3 1 ' S 2 9 ° 0 7 ' 3 4 " E 2 1 9 . 7 7 ' S 2 9 ° 0 7 ' 3 4 " E 1 9 2 . 7 2 ' N60° 5 2 ' 2 6 " E 50.00 ' 6 3 N60° 52' 26"E 9.38' MAP 61 LOT 38 72 WINDSTEAD RD. N/F PALMISANO MAP 61 LOT 9 0 CROWELLS BOG RD. N/F TOWN OF BREWSTER MAP 61 LOT 26 0 LONG POND LANDING N/F TOWN OF BREWSTER MAP 61 LOT 27 114 CROWELLS BOG RD. N/F SULLIVAN MAP 61 LOT 25 154 CROWELLS BOG RD. N/F ESSIG(19 6 4 T O W N L A Y O U T - 5 0 F E E T W I D E ) 44TOOW TT W N/F KAZANJIAN BORDERING VEGETATED WETLAND N42 ° 0 5 98.7 2 CB/DH FND (DISTURBED) S57° 25' 20"E 11.57' TP-2T 14141111444 20"02020 20"02020 12"222 12"222 12"222 12"22210"000 22"22222 16"666 24"42424 14"4"4444 12"1222222 12"222 10"10000000 14"444 18"888 14"444 36"63636 16"666 10"00000000000 18"888 18"8888 12"222 10"10000 18"888 8"88"8" E LI N E LI12"11122222 16"166666 BANK 12 BANK 11 30""30300000300300 BANK 10 BANK 9 BANK 8 BANK 7 BANK 6 16"66666616"16666 8""888""888"8888888 484844448888 BANK 2 BANK 1 BVW 1 BVW 2 18"18888888888 24"24 1 BVW 3 BVW 4 BVW 5 BVW 6 BVW 7 BVW 8 BVW 9 BVW 10 BVW 100 BVW 101BVW 102 BVW 103 BVW 104 BVW 105 BVW 106 16166666 6""666666"6"66""66 8""8888"8"88""8 4 0"00000 6"66"6" 10"10"00000 1 6"666"6" 666 20"02020 18"18888 22"22" BANK 5 BANK 4 BANK 3 44 44 45 46 4 3 4 2 3 9 4 0 4 1 33 3 3 3 4 3 5 3 6 3 7 3 8 3 9 4 0 3 5 3 6 3 7 3 8 3 9 4 0 45 46 47 4 6 47 5 0 49 48 47 46 45 44 43 42 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 51 50 49 48 47 46 45 44 43 42 41 40 49 48 48 47 46 45 4 0 4 5 35 3 5 36 37 373839 3 4 3 3 3 2 3 1 3 0 2 9 2 8 28 29 30 31 44 43 42 41 44 4 5 43 42 41 40 39 38 37 36 35 3 4 33 33 33 33 34 34 35 40 45 35 4 0 35 34 34 3 3 3 2 3 2 32 3 2 LOAM AND SEED ALL DISTURBED AREAS WITH UPLAND SEED MIX. TOTAL APPROXIMATE SF: ±10,400 SLOPES 1:3 OR GREATER TO BE STABILIZED WITH EROSION CONTROL BLANKET UPLAND PLANTING, SEE PLANT LIST WET SWALE APPROX. 297 SQFT JV 3 QV 1 PR 2 JV 1 QV 3 JV 1 JV 1 PVG 133 TIMBER BOLLARD, TYP. MP 1 MP 3 MP 1 AM 3 MP 3 VC 2 VA 5 VC 3 VA 7 MP 3 VC 3 VC 1 AM 3 VC 3 AM 3 VA 3 RAKE AND DE-COMPACT TO RESTORE TO EXISTING SANDY-SURFACE CONDITION RAKE AND DE-COMPACT TO RESTORE TO EXISTING SANDY-SURFACE CONDITION AS NEEDED VA 3 MP 1 TEMPORARY WOOD FENCE UNTIL SEED ESTABLISHMENT (SEE DETAIL & SPEC) SYMBOL LEGEND: PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE UPLAND SEED MIX - MOW ANNUALLY IN SPRING, ONLY AS NEEDED UPLAND FESCUE SEED MIX (SEE SPECS) PARKING LOT BUFFER SWITCHGRASS PROPOSED UPLAND SHRUBS WET SWALE PLANTS, SEE PLANT LIST MA S S S T A T E P L A N E 02 / 1 0 / 2 2 K J K H L C R e v i s e d s e e d i n g a r e a s a n d S F 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 PL A N T I N G P L A N LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 : 7L - 7 1017090of la s t m o d i f i e d : 0 2 / 0 1 / 2 3 p r i n t e d : 0 2 / 0 1 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 L A. d w g -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - FE B R U A R Y 2 0 2 3 KJ K K J K H L C Ch e c k e d B y : De s i g n e d B y : Da t e : D r 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 . (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET PROPOSED PLANT LISTS 12 / 2 8 / 2 2 M C L R A C H a t c h r e v i s i o n s t o r e f l e c t S T e d i t s TRANSPLANTING NOTES: PLANTS TO BE TRANSPLANTED BY THE TOWN IN UPLAND PLANTING AREA. COORDINATE PLANT LAYOUT WITH THE TOWN. LANDSCAPE ARCHITECT TO ASSIST IN PLACEMENT. UPLAND PLANTING NOTES: ALL UPLAND GROUNDCOVER/GRASSES AND PERENNIALS TO BE PLANTED WITHIN THE UPLAND FESCUE MIX SEEDED AREAS. ONLY A FEW SHOULD BE PLACED ALONG THE SIDE OF THE BOAT PARKING AND LAUNCH ACCESS DRIVE. LANDSCAPE ARCHITECT TO ASSIST WITH PLANT LAYOUT. PLANTING LAYOUT NOTES FOR AREAS WITH MIXED PERENNIALS AND/OR GRASSES (SHOWN AS HATCHED AREAS ON PLANS), DO NOT PLANT IN A PATTERN OR WITH LARGE AREAS OF THE SAME SPECIES. RANDOMLY PLANT AS INDICATED ON THE PLANTING PLANS INTO SMALL GROUPINGS OF THE SAME SPECIES TO CREATE A MORE NATURALISTIC APPEARANCE. PLANT THE SAME PLANT SPECIES IN GROUPS OF 3-7 AND NOT LARGER THAN 7, DEPENDING ON THE OVERALL NUMBER OF PLANTINGS. 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 0 2 3 MC L M C L R A C CO N S T R U C T I O N D E T A I L S ( 2 ) LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 : 91017090of la s t m o d i f i e d : 0 2 / 0 1 / 2 3 p r i n t e d : 0 2 / 0 1 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 D E. d w g 08 / 0 9 / 2 0 1 6 J J L J J L Fo r e b a y a n d S t o n e E m b a n k m e n t 9C - Ch e c k e d B y : De s i g n e d B y : Da t e : D r 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 . 2'-6"4'-0"4'-0" MIN. CHANNEL DEPTH 9" 6" MAX. STONE CHECK NOT TO SCALE 8" MAX. FILTER FABRIC COMPACTED GRAVEL 6" 1' 18" (SEE NOTE 1) A A 6" 6" 6" MIN. NOTES: 1. KEY BOULDERS INTO SIDE SLOPES AND EXTEND A MINIMUM OF 18" TO PREVENT FLOW FROM DIVERTING THE CHECK DAM. 2. THE CHECK DAM SHALL BE CONSTRUCTED OF 18"-24" NATURAL STONE. THE STONE SHALL BE PLACED SO THAT IT COMPLETELY COVERS THE WIDTH OF THE SWALE AND IS FULLY KEYED IN TO THE BANKS. 3. THE TOP OF THE CHECK DAM SHALL BE CONSTRUCTED SO THE CENTER IS APPROXIMATELY 6" LOWER THAN THE OUTER EDGES, FORMING A WEIR THAT WATER CAN FLOW ACROSS. 4. THE MAXIMUM HEIGHT OF THE CHECK DAM AT THE CENTER SHALL NOT EXCEED 6". ELEVATION SECTION A-A INSPECTION PORT NOT TO SCALE NOTES: 1. INSPECTION PORT MUST BE CONNECTED THROUGH KNOCK-OUT LOCATED AT CENTER OF CHAMBER. 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. CONNECTION DETAIL 8"96" MAX.18" MIN. H20-LOADING COVER BOX 4" SCH 40 SCREW-IN CAP CONCRETE COLLAR FINISH GRADE 4" SCH 40 PVC 4" SCH 40 PVC COUPLING 4" SCH 40 PVC CORE 4.5"Ø HOLE IN CHAMBER (4.5" HOLE SAW REQ'D) SC-310 CHAMBER 4" PVC RISER SECTION VIEW A-A STORMTECH DOUBLE MANIFOLD MANUFACTURED BY ADS A A NOTE: MANIFOLDS ARE DESIGNED TO BE COUPLED TO STORMTECH PREFABRICATED END CAPS. WHEN USING STANDARD END CAPS, CORRUGATE PIPE UP TO 10 INCHES CAN BE INSERTED DIRECTLY INTO THE END CAP. FOR 12" INLET PIPES, A CORRUGATED TO SMOOTH PIPE ADAPTER IS REQUIRED. ADS MANIFOLD DETAIL NOT TO SCALE 18" DUAL-WALL CORRUGATED HDPE MANIFOLD WITH 12" STUBS MANHOLE WHERE SHOWN ON PLAN A A SECTION A-A B B SECTION B-B IN FROM DRAINAGE NETWORK UNDERGROUND STORMWATER CHAMBER NOT TO SCALE IN FROM DRAINAGE NETWORK INLET PIPE INV:34.25 TOP OF STONE EL:36.58 TOP OF CHAMBER EL:35.58 FINISHED GRADE (VARIES) BOTTOM OF CHAMBER EL:34.25 BOTTOM OF STONE EL:33.25 PREFABRICATED END CAP INLET PIPE SET AT BOTTOM OF END CAP MANIFOLD PIPE CHAMBERS HDPE MANIFOLD INLET PIPE (SEE DETAIL) CHAMBER SEE SITE PLAN FOR LAYOUT STORMTECH MANIFOLD DETAIL NOT TO SCALE IN FROM DRAINAGE NETWORK STORMTECH CHAMBERS MANIFOLD 48" MIN. Ø STRUCTURE WITH 24" MIN. SUMP SC-310 CHAMBER SC-310 END CAP STORMTECH SC-310 CHAMBER SYSTEM CROSS SECTION NOT TO SCALE 18" MIN. 6"34"12" 12" 16" PAVEMENT WASHED CRUSHED STONE NON-WOVEN FILTER FABRIC APPROVED NATIVE SUBGRADE 12" NOTES: 1. CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. APPROVED BASE MATERIAL TO BE GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES WITH <35% FINES. COMPACT IN 6" LIFTS TO 95% PROCTOR DENSITY. SEE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN/INSTALLATION MANUAL(S), OR WWW.STORMTECH.COM. 3. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. 4. FOR INFORMATION, CONTACT STORMTECH AT 1-888-892-2694. APPROVED COMPACTED SOIL/ AGGREGATE BASE (NOTE 3) 8' MAX. VARIES 6" NOTE: 1. KEY CURBING INTO THE FOREBAY SIDE SLOPES. EXTEND A MINIMUM OF 2' TO PREVENT FLOW FROM DIVERTING THE CHECK DAM. 2. USE RECLAIMED OR RECYCLED GRANITE CURB I WHEN POSSIBLE. PROVIDE LENGTHS AND DIMENSIONS TO MATCH PLANS AND DETAILS. 3. SEE PLANS AND SCHEDULE FOR CHECKDAM LENGTH, LAYOUT AND CONFIGURATION. CURB CHECK NOT TO SCALE TOE INTO SLOPE 2' MIN. NATIVE SUBGRADE FILTER FABRIC COMPACTED GRAVEL 18" CURBING CHANNEL BOTTOM RECLAIMED 18" GRANITE OR PRE-CAST CONCRETE CURB 6" SET TOP OF CURB(S) LEVEL SECTION A-APROFILE A A SEE SITE PLAN SEE SITE PLAN SEE SITE PLAN TOP OF CHECK FOREBAY NOT TO SCALE NOTES: 1. SEE PLANTABLE PAVER DETAIL AND SPECIFICATIONS FOR PLANTABLE PAVER REQUIREMENTS. 2. INSTALL PLANTABLE/PERMEABLE PAVER SYSTEM PER MANUFACTURERS REQUIREMENTS. 3. SHAPE FOREBAY AS REQUIRED WITH MIN. 6" SIDE SLOPE DEPTH. DO NOT EXCEED 3:1 SIDE SLOPES. 4. STEEL LANDSCAPE EDGING TO BE 14" THICKNESS HEAVY-DUTY STEEL WITH NATURAL FINISH. A A SECTION B-B B B SECTION A-A 6" 2" REVEAL MAX. 12" SEE PLAN(S) SEE PLAN(S) PLANTABLE CONCRETE PAVER SYSTEM (SEE DETAIL) PAVER SYSTEM BEDDING MATERIAL AND SUBGRADE COMPACTION PER MANUFACTURER'S REQUIREMENTS FLOW CURB CHECK SEE DETAIL SEE LANDSCAPE PLAN(S) FOR PLANTINGS STEEL LANDSCAPE EDGING INFLOW ROUNDED RIVER STONE D50 = 3" 6" NON-WOVEN FILTER FABRIC OVERFLOW SPILLWAY NOT TO SCALE SECTION A-A SECTION B-B A A BB A A 1 2 6" ENERGY DISSIPATION AREA SHAPE CHANNEL AS REQUIRED FILTER FABRIC ENERGY DISSIPATION AREA RIP RAP D50 = 6" COMPACTED GRAVEL SUBGRADE STONE AT 2:1 SLOPE ALONG SIDES OF SWALE FILTER FABRIC 12" DRAINAGE OUTFALL (SEE SITE PLAN) 6" SEE SITE PLAN FOR DIMENSIONS AND LAYOUT GENERAL PLANTING NOTES: 1. THE FOLLOWING NOTES ARE PROVIDED AS GENERAL PLANTING GUIDELINES ONLY. THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS FOR ALL LANDSCAPE REQUIREMENTS PRIOR TO THE COMMENCEMENT OF ANY LANDSCAPE WORK. SUBMIT IN WRITING TO THE LANDSCAPE ARCHITECT ANY QUESTIONS OR CLARIFICATIONS REQUIRED AT A MINIMUM OF 30 DAYS PRIOR TO ORDERING ANY MATERIALS OR BEGINNING ANY LANDSCAPE CONSTRUCTION. 2. SUBMIT TO THE LANDSCAPE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL ALL REQUIRED LANDSCAPE SUBMITTALS AS DESCRIBED IN THE SPECIFICATIONS INCLUDING A PLANT LIST WITH PLANT SIZE AND QUANTITIES TO BE ORDERED PRIOR TO DELIVERY TO THE PROJECT SITE. 3. FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS AND IN THE SIZE AND QUANTITIES SPECIFIED ON THE PLANTING SCHEDULE. PLANT SUBSTITUTION SELECTION MUST BE APPROVED BY BIOLOGIST OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." LATEST EDITION, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION INC. 5. PLANTS TO BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS. USE HEALTHY NURSERY GROWN PLANTS THAT HAVE A WELL DEVELOPED ROOT SYSTEM. PLANTS MUST BE FREE OF DISEASE, INSECTS, EGGS OR LARVAE. 6. INSTALL PLANTS WITHIN ONE (1) WEEK OF PURCHASE. IF PLANTS ARE TO BE STORED AT THE SITE PRIOR TO PLANTING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THEY ARE PROPERLY MAINTAINED, WATERED, AND REMAIN HEALTHY. 7. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT. SUBMIT TO THE LANDSCAPE ARCHITECT IN WRITING THE PROPOSED PLANTING SCHEDULE. OBTAIN APPROVAL OF PLANTING SCHEDULE FROM THE LANDSCAPE ARCHITECT PRIOR TO PERFORMING ANY WORK. 8. SEASONS FOR PLANTING: SPRING: DECIDUOUS: APRIL 1 TO JUNE 15 EVERGREEN: APRIL 1 TO JUNE 15 PERENNIALS: APRIL 15 TO JUNE 1 GROUNDCOVERS: APRIL 15 TO JUNE 1 FALL: DECIDUOUS: SEPTEMBER 15 TO NOVEMBER 15 EVERGREEN: SEPTEMBER 15 TO NOVEMBER 15 PERENNIALS: SEPTEMBER 15 TO NOVEMBER 15 GROUNDCOVERS: SEPTEMBER 15 TO NOVEMBER 15 9. PLANTING UNDER FROZEN CONDITIONS WILL NOT BE PERMITTED. PLANTING BEFORE OR AFTER THE ABOVE REFERENCED PLANTING DATES WILL INCREASE THE LIKELIHOOD OF PLANT ESTABLISHMENT FAILURE. ANY DEVIATION FROM THE ABOVE REFERENCED PLANTING DATES IS UNDERTAKEN AT SOLE RISK OF THE CONTRACTOR AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY ADDITIONAL MAINTENANCE AND WATERING WHICH MAY BE REQUIRED TO ENSURE SATISFACTORY PLANT ESTABLISHMENT. 10. FURNISH ONE YEAR MANUFACTURER WARRANTY FOR TREES, PLANTS, AND GROUND COVER AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. EXCEPTIONS ARE DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT OR ABUSE BY OWNER, OR ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD. THE DATE OF FINAL ACCEPTANCE OF ALL COMPLETED PLANTING WORK ESTABLISHES THE END OF INSTALLATION AND INITIAL MAINTENANCE PERIOD AND THE COMMENCEMENT OF THE GUARANTEE PERIOD. 11. ALL TREES WITHIN 5'-0" OF WALKWAYS AND ROADWAYS TO HAVE A 6'-8" STANDARD BRANCHING HEIGHT. 12. INSPECT ALL AREAS TO BE PLANTED OR SEEDED PRIOR TO STARTING ANY LANDSCAPE WORK. REPORT ANY DEFECTS SUCH AS INCORRECT GRADING, INCORRECT SUBGRADE ELEVATIONS OR DRAINAGE PROBLEMS, ETC. TO THE LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF SUBGRADE AREAS TO BE PLANTED, AND THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL LANDSCAPE WORK. 13. PROVIDE PROPER PREPARATION OF ALL PROPOSED PLANTED AND SEEDED AREAS PER THE NOTES AND SPECIFICATIONS. 14. ALL PLANT LAYOUT AND ACTUAL PLANTING LOCATIONS ARE TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT/ENGINEER PRIOR TO PLANTING. NOTIFY THE LANDSCAPE ARCHITECT AT A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO SCHEDULING ANY FIELD INSPECTIONS. 15. BALL AND BURLAP: REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF BALLS AND FROM TOP HALF OF ROOTBALL AS INDICATED ON DRAWINGS. REMOVE PALLETS, IF ANY, BEFORE SETTING. 16. POTTED PLANTS: REMOVE THE PLANT FROM THE POT AND LOOSEN OR SCORE THE ROOTS BEFORE PLANTING TO PROMOTE OUTWARDS ROOT GROWTH INTO THE SOIL. 17. PLUGS: PLANT UPRIGHT AND NOT AT AN ANGLE. DIG PLANTING HOLES LARGE ENOUGH AND DEEP ENOUGH TO ACCOMMODATE THE ENTIRE ROOT MASS. PLANT PLUGS WITH NO TWISTED OR BALLED ROOTS AND WITH NO ROOTS EXPOSED ABOVE THE GRADE LINE. HAND PACK THE SOIL AROUND THE ENTIRE PLUG ROOT MASS. 18. DIG THE THE PLANTING HOLE TO THE SAME DEPTH AS THE ROOT BALL AND TWO TO THREE TIMES WIDER. SCORE ALL SIDES OF THE HOLE, PLACE THE PLANT IN THE HOLE SO THE TOP OF ROOT BALL IS EVEN WITH SOIL SURFACE. FILL THE HOLE HALFWAY AND THEN ADD WATER ALLOWING IT TO SEEP INTO BACK FILLED MATERIAL. BE SURE TO REMOVE ALL AIR POCKETS FROM BACK FILLED SOIL. DO NOT SPREAD SOIL ON TOP OF THE ROOTBALL. IF SOIL IS EXTREMELY POOR, REPLACE BACK FILL WITH GOOD QUALITY TOP SOIL. AMEND THE SOIL, ONLY AS NECESSARY. 19. CREATE A 2" TO 4" BERM AROUND THE EDGE OF PLANTING HOLE OF WOODY SPECIES WITH REMAINING SOIL TO RETAIN WATER. DO NOT CREATE A BERM AROUND PLANTS IN THE VEGETATED SWALE. 20. REMOVE ALL PLANT TAGS AND FLAGS FROM THE PLANTS. 21. ALL WOODY SPECIES TO RECEIVE 2-3 INCHES OF MULCH EXCEPT THOSE WITHIN THE VEGETATED SWALE. DO NOT PILE OR MOUND MULCH AROUND THE PLANT STEMS OR TRUNK. 22. TRIM BROKEN AND DEAD BRANCHES FROM TREES AND SHRUBS AFTER PLANTING. NEVER CUT A LEADER. 23. DO NOT USE FERTILIZERS IN THE RESOURCE AREAS. SEE SPECS FOR ANY FERTILIZER USE. 24. ENSURE NO SOIL COMPACTION DURING PLANT INSTALLATION. 02 / 1 1 / 2 2 K J K H L C R E V I S E D N O T E S A N D D E T A I L S 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 PL A N T I N G D E T A I L S LO N G P O N D T O W N B E A C H BO A T R A M P & P A R K I N G I M P R O V E M E N T 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 : 10L - 10 1017090of la s t m o d i f i e d : 0 2 / 0 1 / 2 3 p r i n t e d : 0 2 / 0 1 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 1 7 \ 1 7 0 9 0 B r e w s t e r L o n g P o n d R a m p \ D r a w i n g s \ 1 7 0 9 0 L A. d w g -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - 12-18" O.C. 12-18" O.C. GENERAL SEEDING NOTES: 1. ALL AREAS THAT ARE DISTURBED AND/OR GRADED DURING CONSTRUCTION ARE TO BE RAKED AND DE-COMPACTED AS NEEDED TO RESTORE THE SURFACE TO ITS EXISTING CONDITION. THESE AREAS ARE TO BE SEEDED PER THE PLANS AND SPECIFICATIONS. 2. PRIOR TO SEEDING, LOOSEN THE SUBGRADE OF ALL PROPOSED SEEDED AREAS TO A DEPTH OF 6" AND RAKE TO REMOVE STONES LARGER THAN 1 INCH, STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE TO AN OFF SITE LOCATION. 3. DO NOT SEED IF THE SUBGRADE IS FROZEN, EXCESSIVELY WET, COMPACTED OR NOT PROPERLY PREPARED PER THE NOTES AND SPECIFICATIONS. 4. SEE SPECIFICATIONS FOR SEASONAL REQUIREMENTS FOR SEEDING. 5. MAINTAIN SEEDED AREAS FOR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION OR UNTIL SATISFACTORY SEED GROWTH IS ESTABLISHED. SEE SPECIFICATIONS. WATERING NOTES: 1. PROVIDE PROPER PLANT CARE, MAINTENANCE AND WATERING ON SITE UNTIL SUCH TIME AS THE LANDSCAPING IS ACCEPTED BY THE PROPERTY OWNER AS SATISFACTORY PER THE SPECIFICATIONS OR AS DETERMINED BY ANY WRITTEN AGREEMENTS BETWEEN THE CONTRACTOR AND PROPERTY OWNER. 2. ESTABLISH AN APPROPRIATE WATERING SCHEDULE FOR ALL PLANT MATERIAL BASED UPON PLANT SPECIES REQUIREMENTS AND SITE CONDITIONS. PROVIDE SCHEDULE IN WRITING TO THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER FOR REVIEW AND APPROVAL. ADHERE TO THE APPROVED SCHEDULE UNTIL PLANTS ARE FULLY ESTABLISHED. 3. AT A MINIMUM THE NEWLY SEEDED AREAS SHOULD BE WATERED 2-3 TIMES PER WEEK DURING DROUGHT CONDITIONS AND THROUGHOUT ESTABLISHMENT. SPECIAL CARE SHOULD BE TAKEN TO ENSURE THAT THE AREA IS NOT SATURATED DURING WATERING. IF AN IRRIGATION SYSTEM IS NOT PROVIDED, A TEMPORARY IRRIGATION SYSTEM OR HANDHELD GARDEN HOSE SHALL BE USED FOR WATERING SEEDED AREAS. THE AREA MUST BE MAINTAINED CONSISTENTLY MOIST FOR THE BEST GERMINATION RESULTS. ADDITIONAL WATERING MAY BE REQUIRED IF PLANTING AND SEEDING OCCUR OUTSIDE OF THE RECOMMENDED PLANTING SEASONS. FE B R U A R Y 2 0 2 3 KJ K K J K H L C Ch e c k e d B y : De s i g n e d B y : Da t e : D r 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 . RETAIN SAME FINISH GRADE AFTER PLANTING AS ORIGINAL GRADE BEFORE DIGGING GENTLY HAND-LOOSEN SOIL FROM AROUND ROOTBALL WITHOUT SEVERING MAIN ROOTS. SPREAD ROOTS OVER MOUND OF UNDISTURBED SUBGRADE SEED AREA PER DRAWING EXCAVATE HOLE TO DIAMETER 2X WIDER THAN ROOTBALL. 2 x ROOT BALL DIAM. PERENNIAL PLANTING DETAIL NOT TO SCALE LOOSEN ROOTS SCORE ROOTBALL IF POT-BOUND REMOVE CONTAINER CONTAINER PLANT ROOTBALL TREATMENT NOT TO SCALE 2"-4" SOIL BERM 3" SHREDDED MULCH AS INDICATED PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT PLANT SHRUB PLUMB TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" UNDISTURBED PERVIOUS SOIL AMEND EXISTING SOIL WITH COMPOST AS NEEDED 2 x DIAMETER OF ROOTBALL REMOVE TOP THIRD OF BURLAP AT ROOTBALL SCARIFY BOTTOM OF PLANTING HOLE 4" DEEP SHRUB PLANTING DETAIL NOT TO SCALE 6" MIN. EQ. EQ. EQ. PLANTING SPACING DETAIL NOT TO SCALE 2x DIAMETER OF ROOT BALL 3'-0" MIN. 4'-0" MIN. 12" MIN. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE PLANT TREE PLUMB - PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT NYLON GUY WEBBING- STAPLE OR TIE TO STAKE 3-2"x3"xVARIES WOOD STAKES TO FIRST WHORL OF BRANCHES @ 120 DEGREE INTERVALS AND PLACED PLUMB. REMOVE TOP THIRD OF BURLAP AT ROOTBALL AMEND EXISTING SOIL WITH COMPOST ONLY AS NEEDED APPROVED SUBGRADE 3" SHREDDED MULCH IN TREE PIT OR AS INDICATED ROOT FLARE AT GRADE DO NOT BURY OF PILE MULCH GRADE SCARIFY SIDE WALLS AND BOTTOM OF TREE PIT 4" DEEP MINIMUM 2 x DIAMETER OF ROOTBALL 4'0" MIN. TREE PLANTING DETAIL NOT TO SCALE 12" MIN. PLANT TREE PLUMB - PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT NYLON GUY WEBBING- STAPLE OR TIE TO STAKE 3-2"x3"xVARIES WOOD STAKES TO FIRST WHORL OF BRANCHES @ 120 DEGREE INTERVALS AND PLACED PLUMB. DO NOT PUT STAKES THROUGH ROOTBALL 3" SHREDDED MULCH IN TREE PIT OR AS INDICATED REMOVE TOP THIRD OF BURLAP AT ROOTBALL SCARIFY SIDE WALLS AND BOTTOM OF TREE PIT 4" DEEP 2"-4" SOIL BERM PLANTING SOIL APPROVED SUBGRADE TOP OF ROOTBALL FLUSH WITH FINISH GRADE. ROOT FLARE EXPOSED. DO NOT BURY OR PILE MULCH. GRADE 36" MIN. 24" MIN. SHRUB PLANTING ON SLOPE DETAIL NOT TO SCALE 2 x DIAMETER OF ROOTBALL 6" MIN. 2"-4" SOIL BERM 3" SHREDDED MULCH AS INDICATED REMOVE TOP THIRD OF BURLAP AT ROOTBALL UNDISTURBED PERVIOUS SOIL AMEND EXISTING SOIL WITH COMPOST AS NEEDED PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT PLANT SHRUB PLUMB TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" NOTES: 1. WHEN PLANTING ON SLOPE-MODIFY SLOPE AS SHOWN. FIRMLY FORMED SAUCER (USE TOP SOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE SCARIFY BOTTOM OF PLANTING HOLE 4" DEEP PLANT TREE PLUMB - PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT NYLON GUY WEBBING- STAPLE OR TIE TO STAKE 3" SHREDDED MULCH IN TREE PIT OR AS INDICATED REMOVE TOP THIRD OF BURLAP AT ROOTBALL AMEND EXISTING SOIL WITH COMPOST ONLY AS NEEDED PERVIOUS SOIL 2 x DIAMETER OF ROOT BALL 4'-0" MIN. 3'-0" MIN.12" MIN 3-2"x3"xVARIES WOOD STAKES TO FIRST WHORL OF BRANCHES @ 120 DEGREE INTERVALS AND PLACED PLUMB FIRMLY FORMED SAUCER (USE TOPSOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE TEMPORARY WOOD FENCE NOT TO SCALE SECTION VIEW GRADE GRADE BOTTOM OF THE FENCE SHALL BE SET 3"± INTO THE SAND WOOD SLAT SNOW FENCE 4 WIRE TIES PER POST STANDARD STEEL POST 6' STANDARD STEEL POST WOOD SLAT SNOW FENCE 10' MAX. 2' MIN. 4' 2' MIN. Plan for Vatner presentation April 4th, 2024. Address: 354 Robbins Hill Rd, Brewster, MA Contents: 1. Brief Narrative 2. Site Plan 3. Picture of the narrow area for tree trimming. NARRATIVE Please see the two attachments; a site plan and a picture from the deck showing which trees need to be trimmed. We plan to request the Conservation Commission to allow us to do this minimal amount of work, without a NOI, so we can get the view back that was promised to us by the Commission in 1988, when we built the house. This is now represented by the red circle in the picture showing the small section of the view from the deck, which outlines the few trees that need to be trimmed. The picture is in a Google Drive link and the site plan is in an attachment. We do not plan to trim any Oak trees, but only nuisance trees. We will plant any new trees deemed necessary by the commission to help preserve the land. Please let me know if you need more information. 3R't TO HIGH WATER LINE PROPOSED STAIRS (TO BE REMOVABLE) • COASTAL 4 * DUNE .:COASTAL BEACH P 4" X 4" TREATED • TIMBER POST TOP OF STAIRS / PLATFORM ELEV. 14.8' * TOP OF COASTAL BANK ELEV. I4.5't CROSS SECTION A -A I"-4' HORIZONTAL I-4 VERTICAL SITE PLAN STAIRWAY TO COASTAL BEACH 354 ROBBINS HILL ROAD BREWSTER, MA PREPARED FOR: STEPHEN F. * DOROTHY E. VATNER SCALE, AS NOTED REVISED REVISED REF: ASSESSORS MAP 2 PARCEL 32 APRIL 22 2000 MAY 16, 2008 CONSTRUCTION NOTES' 1. 4" x 4" TREATED TIMBER POSTS TO BE INSTALLED BY HAND. 2. SITE TO BE ACCESS BY EXISTING 3 FOOT WIDE NATURAL PATH. 3. NEW PATH AREA TO 8E CLEAR BY HAND. 4. DATUM ASSUMED FROM M.N.W.- ELEV. 5' MSLt 5. ANHEGB BEACH R 'r�' ON CENTER. BE APPROXIMATELY I5" TO 24" AND p�� 111�j AST CAPE ENGINEERING INC. ' ;U, I CIVIL ENGINEERS MAY 16 2008 �.J LAND SURVEYORS I } 44 RTE. 28 ORLEANS, MA. 1�F„pq• (506) 255-7120 `T-re•T"%•w,;esaaAc� DA E — 20 10 GAPE GOD 8AY ------------- -2-- COASTAL BEACH ____________________________ N1GN WATER 04-02-05 PORTION OF ' TIMBERED EXISTING PATH TO PROPOS BE ABANDONED __--5 AND PLUGGED - WITN-ATIERICAN__ BEACH GRASS PROPOSED TWO(2) NORTHERN BAYBERRY PLANTINGS (3 GAL. POTS) PAVED 1 PARKING LOT 1 NIANT'S LANDING EXISTING POST FROM OLD STAIRWAY TO BE REMOVED 184.77'* ROBBINS HILL ROAD 200.00 • J / /. Q' • �. LOCUS MAP 1"-2000' ROBBINS HILL RD. SITE PLAN SCALE, I" - 20' PARCEL 2 34,532 50. FT. JOB** 0B-053