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HomeMy Public PortalAboutZBA Hearing Packet 05/09/2023oi;eWS7. 04c EI� DER '6‘*, 4:5) r1}.-i T.a o r Zoning Board Brian Harrison Chair ri Town of Brewster Zoning Board of Appeals 2198 Main St., Brewster, MA 02631 brewplan@brewster-ma.gov (508) 896-3701 MEETING AGENDA May 9, 2023 at 7:00 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. Jeff Carter Vice Chair Members of the public who wish to access the meetings may do so in the following manner: 1. Phone: Call (929) 436-2866 or (301) 715-8592. Zoom Meeting ID: 880 7666 8068 and Passcode 047258 To request to speak: Press *9 and wait to be recognized. Patricia Eggers 2. Zoom Webinar: https://us02web.zoom.us/j/88076668068?pwd=b3IXWnMwM2tybTk4SzIKMk5vT3NTUT09 enter Passcode 047258 Bruce MacGregor To request to speak: Tap Zoom "Raise Hand" button, then wait to be recognized. When required by law or allowed by the Chair, person 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 Trish Metz via Live broadcast (Brewster Govemment TV Channel 18), Livestream (livestream.brewster-ma.q_,. ) or Video recordin_u(v.brewsier-ma.govj. Department Assistant Ellen Murphy 1. Ca11 to Order 2. Declaration of a Quorum 3. Meeting Participation Statement 4. Recording Statement 5. Approval of Meeting Minutes 6. Applications: Continued Applications: ZBA Case #22-15 Owner/Applicant: Remington's Trust; Peter T. Lomenzo & Kerry Barton, Trustees, 61-63 A. P. Newcomb Road, Map 25, Lot 75, in the RM zoning district. The applicant seeks a special permit for a Bed & Breakfast use in an existing accessory building. ZBA Case #23-08 Owner/Applicant: Ocean Edge Resort, LLC, 2907 Main Street, Map 90, Lot 160 in the RM zoning district. The applicant seeks a special permit pursuant to section 179-25B of the Brewster zoning bylaw to change, extend or alter the non -conforming use of the property to include outdoor dining. ZBA Case #23-04 Applicants: Preservation of Affordable Housing, Inc./Housing Assistance Corporation, 0 Millstone Road, Map 98, Lot 12-0. The applicants seek a Comprehensive Permit to construct 45 affordable rental units on 16.6 acres, pursuant to MGL Chapter 40B, Section 20-23. New Applications: ZBA Case #23-10 Owner/Applicant: John W. Ferris, 138 Fiddlers Lane, Map 48, Lot 38, in the RM zoning district. The applicant seeks (a) a Special Permit under Section 179-25B for proposed additions to the existing single-family dwelling, which will alter or extend the dwelling's preexisting, nonconforming location in the Wetlands Conservancy District (Conservancy Soils), Section 179-6.B.2.; (b) a Variance under Section 179-52 for a proposed deck addition to the existing single-family dwelling within the required rear yard setback. ZBA Case #23-11 Owner/Applicant: Michael Russillo, (represented by Pine Harbor Wood Products), 8 Leeds Lane, Map 50, Lot 91 in the RM zoning district. The applicant seeks a special permit pursuant to section 179-25B of the Brewster zoning bylaw to raze and replace an accessory residential building which is pre-existing nonconforming with respect to a side yard setback. 7. Matters Not Reasonable Anticipated by the Chair 8. Next Meeting: June 13, 2023 9. Adjournment Date Posted: Date Revised: 4/18/2023 Received by Town Clerk: Page 1 of 4 TOWN OF BREWSTER ZONING BOARD OF APPEALS MEETING MINUTES Town Hall Room B Tuesday, April 11, 2023, at 7 PM Brian Harrison, Chairman, convened the Brewster Zoning Board of Appeals with members: Jeff Carter, Patricia Eggers, Bruce MacGregor and Trish Metz. Also present: Attorney Christopher Senie and David Schlesinger and Attorney Alex Weisheit, Town Counsel,(virtual), (representing ZBA #22-14), Attorney Peter Freeman, Judi Barrett (virtual), Vida Shklovsky, POAH, Dave Quinn, HAC, Paul Attemann, Union Studio, Joe Henderson and Brain Kuchar, Horsley Witten Group, Jefferey Dirk, Vanasse and Associates, Alanna Jaworski, (representing ZBA #23-04) Catherine C. McInnes (representing ZBA # 23-07), Janice Marinello and Jim Haggerty, Cape Cod Builders (representing ZBA # 23-09), Donna Kalinick, (Assistant Town Manager), Jon Idman (Town Planner), Jill Scalise, (Housing Coordinator), and Davis Walters (Building Commissioner) The Chair read the Recording or Taping Notification: 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. To submit public comment or questions to the Zoning Board of Appeals, please email: zbameeting@brewster-ma.gov. Review and Approval of March 14th meeting minutes: Brian asked the Board if there were any changes to the minutes. There being none, a motion was made by Pat to approve the March 14th meeting minutes, Trish seconded the motion, a vote was taken, and the minutes were unanimously approved. The Chair informed the Board that he would be taking cases out of order but will start with ZBA case #22-14. Continued Applications: ZBA case #22-14 Petitioner: Great Cape Co-Op, Inc., 2624-2628 Main Street, Map 89, Lot 14. Members present and voting: Brian Harrison, Bruce MacGregor, Jeff Carter, Pat Eggers, and Trish Metz. Attorney Chris Senie and David Schlesinger addressed the Board informing them they have come to an agreement regarding two zoning violations issued in April and September 9 of 2022. He indicated that they worked with the Town to resolve the list of violations. He referred to the stipulation document submitted with the hearing materials which was signed by both Attorney Senie, representing the petitioner and Attorney Weisheit, Town Counsel. It contains a list of the remaining agreed upon zoning violations. Attorney Senie provided examples and the actions that will be taken to resolve the violations. Attorney Senie proposes to withdraw the appeal if the Board grants approval for the stipulation submitted. Attorney Weisheit, Town Counsel, joining remotely, confirmed the request. Attorney Weisheit informed the Board the parties agree to be bound by the submitted stipulations. He indicated if the Board grants the request to withdraw the appeal to the Board, the petitioner will be held by the stipulations. Pat Eggers made a motion to grant ZBA case #22-14 a withdrawal without prejudice, Trish seconded the motion, a vote was taken, and the Board unanimously approved ZBA case #22-14 to withdraw without prejudice. Page 2 of 4 ZBA case #23-04 Owner/Applicant: Preservation of Affordable Housing, Inc./Housing Assistance Corporation, 0 Millstone Road, Map 98, Lot 12-0. Members present and voting: Brian Harrison, Jeff Carter, Bruce MacGregor, Pat Eggers, and Trish Metz. The Chair, Brian Harrison addressed the abutters letters that were sent to the Board that day. He acknowledged the email from Glenn Casey that stated the financials discussed at a previous meeting were misused when he discussed them. Brian also mentioned an email from Irene Szturo, 58 Howland Circle regarding endangered species. Irene Szturo joined the hearing virtually and informed the Board that although Attorney Freeman answered her previous questions, she felt the answers were vague. She expressed concern on the height of the buildings, noise, landscaping, and the standard planting proposed. Attorney Freeman suggested he address the concerns during his presentation. Brian also mentioned an email from Aileen Linder, 34 Howland Circle who expressed a concern for the landscaping. Glenn Casey, 288 Fletcher Lane joined the hearing virtually. He requested that the minutes reflect that at a previous hearing when he spoke the POAH/HAC number he used was $22,443,280 which is $630 sq ft. and significantly higher than other towns at $350 sq ft. for similar projects without inflation. He also stated an environmental study was promised. He indicated that there are endangered species. He has joined the Massachusetts Wildlife National Heritage Endangered Species program and is a registered and approved member and has opened up an observation report. He informed the Board that the Town Manager confirmed he would ensure an environmental study would be performed on any land in the Town considered for development. Pat made a motion to close to public input, Jeff second the motion, a vote was taken, and the Board unanimously voted to close to public input. Attorney Freeman addressed the Board. Joining in the room were David Quinn, HAC, Vida Shklovsky, POAH, and Joe Henderson, Horsley Witten Group. Jeffrey Dirk, transportation consultant, Vanasse and Associates and Alanna Jaworski from Union Studio joined remotely. Attorney Freeman stepped through the updated documents sent since the last hearing and informed the Board he does not have a draft of the decision. Joe Henderson shared his screen displaying the revised overall site plan. He outlined the changes to the plan including the extension of the parking spaces to 19ft. and an additional 8 parking spaces (10x20) on the west side of the property for overside vehicles. In addition, there is a reserved or oversight parking area for future spaces. Joe turned to the landscape plan and outlined the changes since the last meeting. He agreed the combination of evergreens and a fence would satisfy the abutters. He shared the current landscape of the trees and identified areas where additional trees could remain once development begins. Jeffrey Dirk addressed the drive aisle width at 22ft. to accommodate the extension of the parking spaces. He also addressed the increase in queuing during the peak summer months, stating it was an additional two vehicles. He indicated 1.5 parking spaces per unit is more than sufficient but now with the expanded parking spaces it is between 1.7 and 1.8. The team concluded their presentation. Trish questioned if it was allowed to waive Board of Health permits. Attorney Freeman stated under the State for Title 5 waivers are not allowed, however under local Board of Health bylaws and regulations that are more stringent than State code they do have the right under 40B and it is common to ask for waivers. Joe Henderson confirmed the system design meets Title 5, the waiver is requested for the reporting and monitoring requirements not the actual treatment system. Monitoring would still exist but not as strict. Donna Kalinick, Assistant Town Manager and Jill Scalise, Housing Coordinator walked the Board through the process the Town went through for 0 Millstone Road. Jill provided the background and history of the process and proposed process going forward. She stepped through a timeline of the process, highlighting the various steps along the way. She outlined how the Town obtained the land for affordable housing, the Housing Trust’s involvement, including due diligence and studies, and the grant from the state. She then went on to discuss the RFP process by the Town and selection process. She indicated that only 5 of the 16+ acres are allocated for development. She went on to discuss the financial feasibility and approval process bringing the timeline to present date with the application to the ZBA for 40B approval. She discussed the process going forward for funding, affordable housing selection and the Select Board determining local preference. Page 3 of 4 Jon Idman, Town Planner suggested to the Board that the waivers be addressed at this time prior to the drafting of the decision. Judi Barrett, consultant on the project, agreed that the waivers affect the conditions in the decision. Trish asked if there was trash pickup or did residents of the development have to bring their trash to the transfer station. Dave Quinn confirmed there will be two trash recycling dumpsters on the site and a commercial trash pickup service. Attorney Freeman stepped through the waivers. The zoning waivers will be indicated as shown on the plans submitted. The health waivers will be quarterly reporting and an annual report. Under the general bylaws waivers include staff reviews and tree cutting. Bruce asked if the town was responsible for rising costs for building. Attorney Freeman confirmed it is the company building the development that will incur any rising cost. Jill Scalise stated that the amounts listed for cost of sq ft. are different than listed in the project eligibility letter. The financing has the sq ft. cost at $386 and cost per unit at $499,000 which is consistent with the Barnstable Home Consortium when looking at other local affordable housing developments being built across the Cape. Although the financials are not under the ZBA Jill wanted to clarify for the Board. Jon Idman addressed the Board highlighting the waivers that were not necessary. He suggested a condition for a protocol for operation and maintenance of the wastewater system, similar to the Brewster Woods project. He indicated there was a misprint on the number of parking spaces on the latest plan submitted. The team will revisit the number. Judi Barrett suggested leaving all waivers on the list letting the Board act on it. This way there will be a record of the waivers in the decision. Brian asked who will determine if the reserve parking is needed. Trish stated the parking based on urban/suburban numbers is not sufficient for a rural setting. The public transportation RTA is infrequent and must be reserved two days beforehand. Jill Scalise indicated she reached out to the RTA and they will make up to two deviations per route and one reserved stop, however you must call two hours prior to pickup to make the request per deviation. She indicated RTA installed stops with shelter at both Brewster Woods and Serenity. Pat made a motion to open to public input, Jeff seconded the motion, a vote was taken, and the Board unanimously opened to public input. Rick Gaffney, 598 Millstone Road, requested a fence and asked to have input on the design. David Quinn informed Mr. Gaffney a fence will be installed. Attorney Freeman confirmed the condition will be included in the draft decision. Glenn Casey expressed his concerns with finances and environmental studies again to the Board. Irene Szturo questioned the height limit and a privacy fence. David Quinn confirmed there is no plan for a privacy fence circling the entire property. Attorney Freeman confirmed the height limit was not over 36ft. Jeff made a motion to close to public input, Trish seconded the motion a vote was taken, and the Board unanimously voted to close to public input. Brian suggested ZBA #23-04 be continued until the next hearing to provide Judi Barrett and Attorney Peter Freeman an opportunity to draft a decision for the next meeting. Jon suggested turtle sweeps, and Pat suggested additional plantings along the abutters side, Joe Henderson and David Quinn to follow up. Brian made a motion to continue until the May 9th hearing, Pat seconded the motion, the Board unanimously voted to continue ZBA case #23-04 until May 9th. New Applications: ZBA Case #23-08 Owner/Applicant: Ocean Edge Resort, LLC, 2907 Main Street, Map 90, Lot 160 in the RM zoning district. Members present and voting: Brian Harrison, Bruce MacGregor, Jeff Carter, Pat Eggers, and Trish Metz. The Chair informed the Board that the applicant has requested a continuance until the May 9, 2023, hearing. Jeff Carter made a motion to continue ZBA case #23-08 until the May 9, 2023, hearing, Pat second the motion, a vote was taken, and the Board unanimously granted the continuance for ZBA #23-08 until the May 9, 2023, hearing. ZBA Case #23-07 Owner/Applicant: Stephen G and Catherine C McInnes, 6 Pilots Way, Map 15, Lot 83, in the RM zoning district. Members present and voting: Brian Harrison, Bruce MacGregor, Jeff Carter, Pat Eggers, and Trish Metz. Cathy McInnes addressed the Board providing background information on the request for a variance. She highlighted the emails of support included in the hearing materials from her direct abutters. The Chair informed Page 4 of 4 the Board that the shed she is requesting does not qualify for a special permit and therefore must require a variance. Jon Idman, Town Planner clarified that it does depend on the zoning bylaws for accessory structures. Brewster’s bylaw states single family residential structures and certain structures may fall under the protections of the principle non-conforming structure. However, in this particular case they are not within a non- conforming setback and creating a new non-conformity. The Board referred to the narrative focusing on the location of the shed. Jon confirmed that if a variance is granted it runs with the land, not ownership. Pat made a motion to open to public input, Trish seconded the motion, a vote was taken, and the Board unanimously approved to open to public input. There being no public input, Pat made a motion to close to public input, Bruce seconded the motion, a vote was taken, and the Board unanimously voted to close to public input. There being no more discussion by the Board, Trish made a motion to grant a variance for ZBA case #23-07, Pat seconded the motion, a vote was taken, and the Board unanimously granted a variance for ZBA case #23-07. ZBA Case #23-09 Owner/Applicant: Janice Marinello, 439 Paines Creek Road, Map 38 Lot 1 in the RM zoning district. Members present and voting: Brian Harrison, Bruce MacGregor, Jeff Carter, Pat Eggers, and Trish Metz. The applicant read the request to raze and replace a non-conforming single-family structure for use as an accessory dwelling unit (ADU) on a lot approximately 23,943 sq ft. Jim Hagerty from Cape Cod Builder representing the applicant joined the meeting. He provided background to the Board and reviewed the proposed application to raze and replace a detached non-conforming single-family residential structure for use as an ADU. He indicated where the current building is they would build a detached 732 sq ft. ADU, reducing the non-conforming but not eliminating it. Pat made a motion to open to public input, Bruce seconded the motion, a vote was taken, and the Board unanimously voted to open to public input. Sarah Robinson spoke virtually. She asked if a person had to live in the ADU year-round. The applicant confirmed that was the plan. There being no more public input, Pat made a motion to close to public input, Jeff seconded the motion, a vote was taken, and the Board unanimously voted to close to public input. The Board discussed the proposed application and agreed that it met the requirements and lessened the intensity of the non-conformance. Jeff made a motion to approve the Special Permit for the ADU on a lot under 30,000 sq ft. with a non-conforming setback contingent upon the successful occupancy of the primary dwelling. Pat seconded the motion; a vote was taken, and the Board unanimously voted to approve the Special Permit for ZBA case #23-09. Matters Not Reasonably Anticipated by the Chair: none The next meeting of the Brewster Zoning Board of Appeals is scheduled for May 9th, 2023. Pat made a motion to adjourn the meeting, Trish seconded the motion, the vote was taken, and the Board unanimously voted to adjourn. Vote: 5-0-0. The hearing adjourned at 9:58 pm. #22-15 Applicant: Remington’s Trust; Peter T. Lomenzo & Kerry Barton, Trustees Represented by: Attorney Marian S. Rose 61-63 AP Newcomb Road 1 Law Office of Singer & Singer, LLC 26 Upper County Road P. O. Box 67 Dennisport, Massachusetts 02639 Andrew L. Singer Tel: (508) 398-2221 Marian S. Rose Fax: (508) 398-1568 _____ www.singer-law.com Myer R. Singer (1938-2020) 61-63 A.P. Newcomb Road Zoning Board of Appeals Case No. 22-15 SUMMARY OF REASONING Peter Lomenzo and Kerry Barton, Trustees of Remington’s Trust [“Applicant”] are the owners of a property located at 61-63 A.P. Newcomb Road in Brewster [“Property”]. The Applicant resides on the Property in the principal residential structure, a single-family home. The Property, which exceeds the minimum lot area required in RM district (168,886 square feet existing where 60,000 square feet is required) has been developed for single-family use and is improved with a single-family dwelling and a large unfinished auxiliary building (hereinafter, the “Barn”). For clarification, the Barn is not a “barn” as defined by the Brewster Zoning By-Law as it does not house animals, but rather, is currently used for storage in support of the primary dwelling. The Applicant’s plan to convert the Barn to a Bed and Breakfast with a pool and pool house has been approved by the Brewster Planning Board. The Applicant is before the Brewster Zoning Board of Appeals to request approval for the conversion of the Barn’s accessory storage use to a Bed and Breakfast use accessory to the principal structure’s residential use as allowed by special permit in the RM Zoning District. The Property is conforming as to lot area and frontage and the primary structure is conforming to all setbacks. The Barn is located to the rear and west of the primary structure and is conforming to all setbacks (Note: accessory structures require a 20 ft setback and 23.3 ft existing on 2 west-side setback). Existing lot coverage is a conforming 2.4 % where 15% is allowed. The heights of all existing buildings are conforming. The prior owner’s permitting of the barn’s construction was not without issues. However, given that the Barn was built over 10 years ago, the structure, as placed and sized, is grandfathered. Further, it has, as built and existing, been permitted by the Town and reviewed by the Old King’s Highway Regional Historic District, Historic District Committee (hereinafter OKH). The OKH has reviewed both the existing Barn and the proposed improvements to the Barn and surrounding area and has granted certficates of exemption in each case after finding that the work would not be visible from any public way. The Applicant’s proposed project centers on renovating the interior of the Barn, whose interior is only roughly finished at present, into a three-unit (three total bedrooms) Bed and Breakfast. Specifically, the first floor will hold an ADA accessible one-bedroom unit with private bath, a powder room, great room and open kitchen used by the Applicant to prepare breakfast for the guests. The second floor will contain two one-bedroom units with separate baths accessible by an existing interior stair to the front of the Barn and an existing exterior stair to its rear. Other improvements include the construction of a pool and pool house, walkways and conforming parking (5 spaces required, 7 conforming spaces provided including one handicap space). Lot coverage as proposed will increase minimally from 2.4% to 2.5 % (120 square feet). Lot setbacks will remain unchanged and conforming. This project has undergone a significant amount of review. In addition to the OKH reviews mentioned above, Department head review, Planning Board Site Plan review and preliminary MESA review have taken place. The Applicant has secured a Brewster Stormwater Permit-minor. The Applicant has worked with MESA staff to secure a determination that the work as proposed is covered under one or more exemptions under the Act. 3 The Brewster Zoning By-Law defines a “bed and breakfast” as a “residence where an owner/occupant in its home provides lodging and morning meal.” The Applicants propose to repurpose and redesign the interior of the Barn for just that purpose. The Applicant will provide lodging and a morning meal to guests staying overnight in the Barn’s units. The Brewster Town Planner and Brewster Building Commissioner concur that the Barn, which is accessory to the single- family residence on the Property in which the Applicants live full time, qualifies as part of the ‘residence” where Bed and Breakfast lodging would take place. This is a use which is expressly contemplated in the RM district by residents of the Town of Brewster at Town Meeting, contrary to any indication by abutters that the use is somehow inappropriate in this district. The Bed and Breakfast use is not a separate, principal use- it is always dependent on a primary residential use. As underlined the by “Bed and Breakfast” definition, the use, though commercial, must be subject and dependent upon a residential use by the owner/occupant of the primary residence. A Bed and Breakfast use cannot be permitted in Brewster absent a an owner living in a residence and providing a morning meal for guests. A “building, accessory residential” is one which is “incidental to the existing principal structure to which it is accessory.” It “may or may not have bedrooms.” Both the existing barn and the proposed barn to be used as a Bed and Breakfast comply with the meaning of a “building, accessory residential” as defined by the Brewster Zoning By-Law. The size of the barn is not relevant to the consideration of whether its use is accessory. The number of guests might be relevant to impact on the neighborhood- but, here, where the maximum guest count is likely to be no more than six people in three units, the impact on the neighborhood is arguably more comparable to a guest house. The RM district allows Bed & Breakfast use by special permit from the Board of Appeals. The Zoning Board of Appeals may grant a special permit for this use upon finding that the proposed uses are in harmony with the purpose and intent of the Brewster Zoning By-Law and will not be detrimental or injurious to the neighborhood in which it is to take place, or to the public and that all 4 of the requirements, standards and conditions for granting the permit have been satisfied. Section 179-51 A(5). The Applicant respectfully submits that the proposal meets the intent, purposes, and standards set forth in the provisions of the Zoning By-Law and that the proposed use will not be detrimental to the neighborhood and Town for the reasons as follows: 1. The proposed use was contemplated and approved by Town Residents through approval of the Brewster Zoning By-Law and is not proscribed by the Town of Brewster Comprehensive Plan; 2. The sheltered location of and re-use of the barn, the limited number of units requested (3); the oversized lot size providing buffering from neighbors; and thoughtful amenities placement and design will be in harmony with the visual character of the neighborhood; 3. The proposed project has been carefully designed so as to avoid any negative impacts to the character of the neighborhood by re-using an existing structure, minimizing exterior construction activity, placement of proposed new work and landscaping and screening. The use is suitable for the site; 4. The Applicant has responded to input by the Fire Chief and, as shown on the revised Site Plan, the hammer turnaround has been reviewed and approved by the Fire Department and determined to be adequate; the paved portion of the driveway will be increased to a 14 foot width at the Fire Chief’s direction for improved public safety vehicle access; 5. No undue hazard to traffic congestion or safety is anticipated; 6. The re-use of the Barn for Bed and Breakfast use, rather than the construction of a new structure for this use, will meaningfully reduce trips to and from the site. In addition, a condition of the Site Plan Review was to install bike racks for the use of Bed and Breakfast guests, potentially limiting additional auto trips when in use; 5 7. No disturbance to the neighborhood by reason of noise is anticipated given that the maximum number of guests anticipated would be six; and the pool is screened from the closest neighbor by the Barn structure itself, and significant mature plantings both on the neighbor and Applicant’s properties. The entire site will be landscaped as shown on the proposed condition landscape plan; 8. There are no wetlands on the site and no wetlands resource buffer areas on site. The addition of bathrooms in the Barn will be reviewed by the Brewster Board of Health and the proposed renovation will meet all Board of Health requirements in terms of Title V septic, pool maintenance and use. As a result, no adverse impact on ponds, wetlands, marine waters, public or private drinking water supply wells and potential water supply wells is anticipated. In addition, the proposal will not result in the degradation of groundwater quality or coastal water quality off site, and there will be no negative ecological impacts to surface waters; 9. The project has been reviewed for compliance with the Brewster Stormwater By-Law and has been granted a permit based on the adequacy of the actions proposed; 10. The Property is located in the Old King’s Highway Regional Historic District . As mentioned, no work is visible from A.P. Newcomb Road and the Applicant has secured an exemption for the pool and pool house as proposed and an exemption for the minimal lighting on the north, south and eastern sides (no west-facing Barn lighting) and altered rear-facing deck as proposed; and 11. The Property has adequate utilities and public services. For the above reasons, the Applicant respectfully requests that the Board make findings that the conditions required for granting a special permit for Bed and Breakfast use have been met and grant a special permit allowing the proposal to be completed as submitted. "-:, ►-ire �' ° i -irt�iti �t _o r'J<t Y = e} -r' /////////1111111 i ti10�����` 00\°1""rr/ilu///// f. RE W S `DER .,p Brewster Zoning Board of Appeals 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 x 1168 FAX (508) 896-8089 www.brewster-ma.gav ZBA CASE FILE # APPLICATION FOR_BREWSTER ZONING BOARD OF APPEALS SPECIAL PERMIT/ VARIANCE/ ZBA APPEAL APPLICATION ($300 Filing Fee) Date + Time Stamped By Town Clerk BREWSTE i nt CLERK NAME OF APPLICANT Remington's Trust; Peter T. Lomenzo & Kerry Barton, Trustees REPRESENTATIVE Marian S. Rose, Esq PHONE NUMBER 508-398-2221 MAILING ADDRESS Law Office of Singer & Singer, LLC - PO Box 67 Dennisport, MA 02639 P RO P E RTYAD DRESS 61-63 A. P. Newcomb Road, Brewster, MA 02631 CURRENT PROPERTY OWNER(S) Remington's Trust REGISTRY OF DEEDS TITLE REFERENCE BOOK 35099 PAGE 131 CERT. OF TITLE # PLAN # LAND COURT # TOWN MAP # 25 LOT # 75 OR ZONING DISTRICT R -M YEAR BUILT 2005 (accessory structure) STATEMENT OF PROJECT Applicant seeks to convert pre-existing nonconforming as to side setback accessory structure to a Bed & Breakfast use allowed by Special Permit in R -M and to construct conforming as to size and coverage pool and pool house. By: Marian S. Rose, Attorney A)ov),�,p.�2� SIGNATURE OF OWNER OR AGENT FOR OWNER DATE NOTE: This petition is NOT COMPLETE until all information is provided. Accuracy of this information is the responsibility of the petitioner. ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 1 of 4 DATA SHEET Complete this form for every structure on the site that is in some way nonconforming. Identify structure: primary house, garage, tool shed, other Accessory structure STREET ADDRESS 61-63 A.P. Newcomb Road YEAR BUILT 2005 MAP # 25 LOT # 75 ZONING DISTRICT R -M List only the nonconformities below: Identify all nonconforming setbacks. LOCATION EXISTING REQUIRED PROPOSED South side 23,3 25 23.3 ■ Location, is used to identify the setback: I.E. front, back, left side, right side, N -north, S -south, E -east, W -west, ■ Existing is the setback that currently exists on the ground ■ Required, is the applicable setback required currently in the Brewster zoning bylaw ■ Proposed( is the setback being requested FRONTAGE: EXISTING 193.41 REQUIRED 150 LOT SIZE: I68,886 SF LOT COVERAGE EXISTING % 2.43 PROPOSED % 2.51 ALLOWED % 25 SIZE OF PARCEL 168,886 sq. ft. BUILDABLE UPLAND 168,886 sq. ft. BUILDING COVERAGE/PRIMARY STRUCTURE 1,897 sq, ft. BUILDING COVERAGE ALL OTHER STRUCTURES 1980 sq, ft. (barn); 220 SF (shed) BUILDING HEIGHT: EXISTING 22' barn PROPOSED 22' barn SPECIAL PERMITS: APPLICATION FOR SPECIAL PERMIT AS SET FORTH IN M.G.L. 4OA, § 6, or § 9 and SECTION 179-25, BREWSTER BYLAW UPON WHICH THE BOARD IS EMPOWERED TO ACT, ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 2 of 4 SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE SPECIAL PERMIT IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. Applicant seeks a Special Permit for change in use to a Bed & Breakfast use allowed by Special Permit under §R attic! Inning aG allowed by § 179.51 VARIANCES: D APPLICATION FOR VARIANCE AS SET FORTH IN M.G.L. 40A, § 10 SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE VARIANCE IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. In order to grant a Variance, the ZBA must find all three of the following to be true: ❑ Owing to circumstances relating to the soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located, and ❑ A literal enforcement of the provisions of the ordinance or by-Iaw would involve substantial hardship, financial or otherwise, to the petitioner or appellant, and ri That desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of such ordinance or by-Iaw ❑ APPEAL IN ACCORDANCE WITH M.G.L. 40 A, § 8, 14 CITE ORDER OR DECISION OF ZONING AGENT OR OTHER ADMINISTRATIVE OFFICIAL OR ATTACH LETTER FROM ZONING AGENT/ADMINISTRATIVE OFFICIAL. ZS/. SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 3 of 4 ZONING BOARD OF APPEALS FILING PROCEDURES Completed application packages are required to be submitted and time stamped by the Town Clerk at least thirty-five (35) days prior to the requested hearing date. Town Hall hours are 8:30 am — 4:00 pm Monday- Friday. Complete application (12 copies) checklist: L Application • Professionally engineered site plan • Assessor's map showing the applicant's lot Building plans, including floor layout, elevations and dimensions ri Decision letter from the zoning agent, if applicable • $300 Filing Fee (made payable by check) Photographs are recommended. Please also provide one (1) pdf or electronic copy of the completed application package. An Abutter's List will be requested by the Zoning Board Clerk when the application is filed. In accordance with Massachusetts General Laws, Chapter 40A, Section 11, the Appeal will be advertised in the local newspaper for two (2) consecutive weeks prior to the public hearing. The agenda will also be posted of the Meeting Board on the main floor of the Town Offices. A copy of the Zoning -By -Law, Chapter 179, is available at the Brewster Ladies' Library. It may also be purchased at the Town Offices for $25.00 or downloaded without charge from The Town of Brewster e -code website: http://www.ecode360.com/BR1068 Any Decision of the Board of Appeals may be appealed to Superior Court, Land Court or District Court within twenty (20) days from the time that the decision is filed with the Town Clerk. ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 4 of 4 TOWN OF BREWSTER ZONING BOARD OF APPEALS Applicant: Remington Trust, Peter Lomenzo and Kerry Barton, Trustees Owner: Remington Trust Property: 61-63 AP Newcomb Road, Brewster (Assessor’s Map 25, Parcel 75) Statement of Project The Applicant, whose Trustees live in the primary residential structure located on the Property, propose to redevelop an existing accessory structure (the “barn”) presently used for storage as a three (3) unit bed and breakfast which is a use allowed in the R-M district by Special Permit from the Brewster Zoning Board of Appeals. The footprint of the accessory structure will remain the same while the interior will be extensively renovated. The existing driveway and parking areas will be upgraded and, with the exception of a modest enlargement of the rear parking area, the drive and parking areas will be unchanged in terms of footprint and surface materials (partially paved, partially graveled depending on grade). Some of the existing parking areas will be redesigned, improved, and designated for a conforming number of spaces for the existing residential and proposed bed and breakfast use (3 spaces for Bed and Breakfast use, 6 total spaces including 1 handicapped space). The Applicant will also construct a pool, pool deck and pool house which will conform to setbacks and lot coverage requirements in the RM district. The pool area will be appropriately fenced, landscaped and located in an area screened from the nearest residences and will be used by bed and breakfast tenants. The lot area required in the R-M district is 60,000 square feet and the property is 168,886 square feet. The property is conforming as to frontage (150 feet required, 192 +/- existing). The principal structure is conforming to setbacks and coverage and will remain unchanged in residential use and footprint. No significant trip generation or on-site density is anticipated. The existing barn is 1,980 square feet and will be re-used and aesthetically improved with the replacement of existing windows of like design. The existing curb cuts will remain the same. Landscaping will be upgraded. Lighting will be designed so as not to intrude on abutters. The Applicant will secure a Stormwater Permit under the Brewster Stormwater By-Law and will also seek approvals from the Brewster Old Kings Highway Historic District Committee and the Brewster Board of Health. Special Permit Application The Applicant is seeking a special permit under Sections 179-51 and 179-2.2.2.e of the Table of Uses of the Brewster Zoning By-Law [“Zoning By-Law] to change the existing conforming accessory storage use of the barn to a Bed & Breakfast use as provided by the Brewster Zoning By-Law. msrose@singer- law.com From: Sent: To: Subject: Fantastic. Great news, Peter. msrose@singer-law.com Friday, December 16, 2022 9:56 AM 'Peter Lomenzo' RE: 61 A P Newcomb Road, Brewster From: Peter Lomenzo <peter.lomenzo@gibsonsir.com> Sent: Thursday, December 15, 2022 6:01 PM To: msrose@singer-law.com Subject: Fwd: 61 A P Newcomb Road, Brewster Here you go! Peter T. Lomenzo, Jr. Broker/Associate Gibson Sotheby's International Realty 563 Route 6A Dennis Village, MA 02638 508-737-4256 Sent from my iPhone Begin forwarded message: From: "Holt, Emily (FWE)" <emily.holt@state.ma.us> Date: December 15, 2022 at 5:40:54 PM EST To: Peter Lomenzo <peterlomenzo26@gmail.com> Subject: RE: 61 A P Newcomb Road, Brewster Peter Based on a review of the plan provided, the proposed pool appears to be exempt from MESA review pursuant to 321 CMR 10.14 which states: "lt]he following Projects and Activities shall be exempt from the requirements of 321 CMR 10.18 through 10.23..." (5) construction or removal of structures that are secondary to the primary residence and located within existing paved areas and lawfully developed and maintained lawns or landscaped areas on residential properties, provided there is no expansion of such existing paved, lawn and landscaped areas" Best, Emily Holt i Endangered Species Review Assistant Natural Heritage & Endangered Species Program Massachusetts Division of Fisheries & Wildlife 1 Rabbit Hill Road, Westborough, MA 01581 p: (508) 389-6385 1 f: (508) 389-7890 mass.gov/nhesp From: Peter Lomenzo <peterlomenzo26@gmail.com> Sent: Thursday, December 15, 2022 4:41 PM To: Holt, Emily (FWE) <emilv.holt@mass.gov> Subject: Re: 61 A P Newcomb Road, Brewster CAUTION: This email originated from a sender outside of the Commonwealth of Massachusetts mail system. Do not click on links or open attachments unless you recognize the sender and know the content is safe. Thank you Emily. Please see attached Plot Plan per your request. Let me know if you have any questions. Thank you! On Thu, Dec 15, 2022 at 3:22 PM Holt, Emily (FWE) <emilv.holt@state.ma.us> wrote: Peter, Please provide a plan depicting the proposed pool location per our conversation. Best, Emily Holt Endangered Species Review Assistant Natural Heritage & Endangered Species Program Massachusetts Division of Fisheries & Wildlife 1 Rabbit Hill Road, Westborough, MA 01581 p: (508) 389-6385 1 f: (508) 389-7890 2 NOTES: ZONED: RM (RESIDENTIAL MEDIUM DENSITY) MEYER & SONS INC. P.O. Box 981 E. SANDWICH, MA 02537 PH. (508)360-3311 fax (774)413-9468 meyerandsonstitle5©gmall.com MINIMUM LOT DIIENSIONS LOT AREA: LOT FRONTAGE MINIMUM YARD DIMENSIONS FRONT: DOE: REAR: REQUIRED EXISTING 80,000 SF 168.888 SF 150 FT, 193.42 FT. REQUIRED EXISTING 40 FT. 189.2 FT. 25 FT. 23.3 FT. 25 FT. 438 FT. MA)OHUM STRUCTURE DIMENSIONS E)OST. BARN (PROP. 13,511) HEIGHT: EXIST. 011EI.UNG STRUCTURE: EXIST. SHED PROPOSED POOL HOUSE: REQUIRED EXISTING 30 FT, 22 FT. 30 FT. 28 FT. 30 FT. 14 FT. 30 FT. 14 FT. N, Or ?ieS„ FMA \Y A. ST CA No C i)V ' 1,1 P. 'n ,.--, f A. lfr, EXISTING CONDITIONS SITE PLAN LOCATED AT: 61 & 63 A.P. NEWCOMB RD. BREWSTER, MA. PREPARED FOR REMINGTON TRUST NOVEMBER 9, 2022 S79.21'16 LOT 2 ( N/F DAVID W. PIMENTA 378.3 N80.57,34„ MAXJMUM BUILDING LOT COVERAGE (NOT TO EXCEED 25%): EXISTING BUILDINGS: DILELUNG 1887 SF BARN 1980 SF SHED 220 SF EXISTING TOTAL: 4,097 SF EXISTING COVERAGE: 4,097 SF/168,886 SF = 2.43X IMPERVIOUS COVERAGE: EXISTING (MAIN HOUSE, BARN (CONVERT TO B&B), SHED) 4,097 SF/168,888 SF = 2.42% 80 0 5 30 N/F BRIAN C. FAUNCE 74.0.5 803, 07 GRAPHIC SCALE 80 120 275.96 BREWSTER 240 ( IN FEET ) 1 inch = BD ft. LOCUS MAP 0 cri 0 PLAN REF: 541/49 TITLE REF: 35099/131 PARCEL ID: MAP 25 PAR. 75 ZONING: RM FLOOD ZONE: "X" COMMUNITY PANEL: 2500100601 J DATED: 07/16/14 MINIMUM DRIVEWAY SETBACKS: REQUIRED EXISTING 5FT; 8FT. MEYER & SONS INC. P.O. Box 981 E. SANDWICH, MA 02537 PH. (508)360-3311 fax (774)413-9468 meyerandsonstitle5@gmail.com 0 0 Do 0 U Lu z LO 1. '`) of O W Z S79• _ '18 „E N /F DAVID W. PIMENTA 7 71 LOT 2 PROPOSED CONDITIONS PLAN LOCATED AT: 61 8c 63 A.P. NEWCOMB RD. BREWSTER, MA. PREPARED FOR 378.3 REMINGTON TRUST MARCH 23, 2023 D.H. Der o$:?. -.t (10 It UM N80'57'34,, NOTES: ZONED: RM (RESIDENTIAL MEDIUM DENSITY) MINIMUM LOT DIMENSIONS REQUIRED EXISTING W! AREA: 60,000 SF 168,886 SF LOT FRONTAGE: 150 FT. 193.42 FT. MINIMUM YARD DIMENSIONS REQUIRED FRONT: 40 FT. SIDE 25 FT. REAR: 25 FT. MAXIMUM STRUCTURE DIMENSIONS EXIST. BARN (PROP. B&B) HEIGHT: EXIST. DWELLING STRUCTURE EXIST. SHED PROPOSED POOL HOUSE MINIMUM DRIVEWAY SETBACKS: EXISTING PROPOSED 189.2 FT. 189.2 FT. 23.3 FT. 23.3 FT. 436 FT. 397.5 FT. REQUIRED 30 FT. 30 FT. 30 FT. 30 FT. REQUIRED 5 FT. EXISTING 22 FT. 28 FT. 14 FT. 14 FT. EXISTING PROPOSED 6FT. 6FT. PARKING CALCULATIONS: REQUIRED 3 - 1 BR B&B UNITS 0 1 SPACE PER RENTAL UNIT = 3 SPACES REQUIRED EXISTING: 4 PARKING SPACES (12'X20') — 2 FOR MAIN HOUSE, 2 FOR BED & BREAKFAST PROPOSED (BED & BREAKFAST): 2 PARKING SPACES (12'X20') & 1 HANDICAP PARKING SPACE (15'X20') PROVIDED ("PARKING SPACES DIVIDED W/ 2' WOOD DIVIDERS AND 5FT CONCRETE CURB STOPS AT END OF EACH SPACE") MAXIMUM BUILDING LOT COVERAGE (NOT TO EXCEED 25%): EXISTING BUILDINGS: DWELLING 1897 SF EXISTING TOTAL: 4,097 SF BARN 1980 SF EXISTING COVERAGE 4,097 SF/168,886 SF = 2.43% SHED 220 SF PROPOSED BUILDINGS: POOL HOUSE 120 SF PROPOSED TOTAL: 120 SF PROPOSED COVERAGE: 4,217 SF/168,886 SF = 2.5% CHANGE IN IMPERVIOUS COVERAGE: EXISTING (MAIN HOUSE, BARN (CONVERT TO B&B), SHED) 4,097 SF EXISTING PACKED AND IMPERVIOUS AREAS (DRIVES, WALKS, PARKING) 13,896 SF ALL NEW WORK WILL BE WAN THE FOOTPRINT OF EXISTING IMPERVIOUS AREAS EXCEPT EXPAND 210 FT. OF PAVED DRIVEWAY FROM 10 FT. TO 14 FT. 225 FT X 4 FT = 900 SF ADDED GRAVEL FIRE DEPARTMENT TURNAROUND 980 SF ADDED TOTAL ADDED: 1,880 SF TOTAL IMPERVIOUS COVERAGE (EXIST. & PROP) (EXISTING) 17,993 SF + (PROPOSED) 1,880 SF = 19,873 SF COVERAGE 19,873/168,886 SF = 11.76% ** HANDICAP RAMP TO MEET CURRENT ADA STANDARDS N/F BRIAN C. FAUNCE 4° LOT 3 AREA=168,886± S.F. (ALL UPLAND, NO WETLANDS) 803,07 1 7 PROPOSED GRAVEL TURNAROUND REVIEWED AND APPROVED BY BREWSTER FIRE CHIEF, BOB MORAN. 60 30 BREWSTER LOCUS MAP 0 CP 0 01 PLAN REF: 541 /49 TITLE REF: 35099/131 PARCEL ID: MAP 25 PAR. 75 ZONING: RM FLOOD ZONE: "X" COMMUNITY PANEL: 25001 C0601 J DATED: 07/16/14 GRAPHIC SCALE 60 120 240 ( IN FEET ) 1 inch = 60 ft. KE R R Y B A R T O N & P E T E R L O M E N Z O 61 A . P . N E W C O M B R D . B R E W S T E R , M A 1/4" = 1'-0" PROJ. NO. : DWG. NO.: DATE : 2/8/2023 2022-8512 RE N O V A T I O N S F O R : SCALE : BR E W S T E R , M A . ( 5 0 8 ) 8 9 6 - 6 4 0 3 P.O . B O X 2 1 2 4 9 4 9 L O N G P O N D R D . TH O M A S A . M O O R E D E S I G N C O . DE S I G N E D / D R A W N B Y : PROJ. NO. : DWG. NO.: DATE : BR E W S T E R , M A . ( 5 0 8 ) 8 9 6 - 6 4 0 3 P.O . B O X 2 1 2 4 9 4 9 L O N G P O N D R D . TH O M A S A . M O O R E D E S I G N C O . DE S I G N E D / D R A W N B Y : A1 THE SOLE PROPERTY OF THE PLANS SHOWN ARE NOTE: EXPRESS WRITTEN ALTERED WITHOUT THE THE SOLE PROPERTY OF THE PLANS SHOWN ARE REPRODUCED AND/OR NOT BE COPIED, THE DESIGNER AND CAN CONSENT OF THE DESIGNER C BY THOMAS A. MOORE DESIGN CO.COPYRIGHT 2023 64'-4"± 24 ' - 3 " ± 48'-3"±16'-1"± 4' - 0 " ± 20 ' - 3 " ± FIRST FLOOR PLAN DN. UP (E X I S T I N G ) (EXISTING) (EXISTING)(EXISTING) (E X I S T I N G ) EX I S T . EX I S T . EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. EXIST. EXIST. STEEL BEAM ABOVE UP EXIST.EXIST.EXIST. A4 A A4 A A4 B A4 B NEW WALL CONSTRUCTION LEGEND EXISTING WALL CONSTRUCTION TO REMAIN EXISTING WALL CONSTRUCTION TO BE REMOVED NE W 4 ' C . O . KITCHEN NEW DW WAVE MICRO DW 36" REF. ISLAND SINK RANGE 36" REF. 4' x 6' NEWCLO.NEWCLO. BEDROOM #1 NEW NEW BATH #1 F.P. GASNEWLIVING AREA PDR.ROOM NEW MECH. NEW VESTIBULE NEW NOT FOR CONSTRUCTION)(PROGRESS PRINT05101520 RAMP DN. VERIFY LENGTH IN FIELD DECK NEW 3' x 5' SHOWER 8'-4"±12'-3"10'-0"3'-2"11'-10"3'-2"7'-0"3'-2"5'-5"± A A A A A A 3'0" x 6'8"3'0" x 6'8" 2' 6 " x 6 ' 8 " 2'6 " x 6 ' 8 " 3'0" x 6'8" 2'6 " x 6 ' 8 " 3'0 " x 6 ' 8 " EX I S T . S T E E L B E A M A B O V E EX I S T . S T E E L B E A M A B O V E EX I S T . S T E E L B E A M A B O V E FWG 6068 ANDERSEN FWG 6068 ANDERSEN CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE START OF WORK WALLS, & ROOFING AS REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR TO REMOVE EXISTING DOORS, WINDOWS, ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION) AND ALL OTHER BUILDING CONTRACTOR. GENERAL NOTES: APPLICABLE LOCAL CODES DETAIL, AND FINISH. 5.) 3.) 4.) 1.) 2.) NEW/EXISTING SMOKE/CARBON MONOXIDE DETECTORS WINDOW SCHEDULE TYPE A B REMARKS DOUBLEHUNG TRIANGLE MANUFACTURER'S UNIT ANDERSEN TW 2846 CUSTOM WINDOW- V.I.F. ROUGH OPENING 2'-10 1/8" x 4'-8 7/8" 2'-7 5/8"± x 1'-3 7/8"± MANUFACTURER PRIOR TO ORDERING OF WINDOWS. WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW NOTE #1: CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF NEW #2: V.I.F. = VERIFY IN FIELD 11'-7"±12'-10"7'-6"15'-6"± 4' - 1 1 " ± 2' - 4 " 16 ' - 2 " ± 3'-11"5'-0"3'-11"7'-6" 4' - 4 " 14 ' - 2 " ± 4'- 1 1 " ± 4' - 8 " 1'-6" LAYOUT W/ OWNER) (VERIFY CABINET 7.8"± 7R@ 4'- 0 " 5' - 0 " 6'- 3 " ± 8'-0" 2'-0"3'-8"2'-4" 6 x 6 POST LEDGORLOK BOLT @ 16" o.c. P.T. 2 x 10 LEDGER W/ (1) 5/8" STAGGERED, FLASH BEHIND 2- P.T. 2 x 8's P. T . 2 x 8 ' s @ 1 6 " o . c . 3- P . T . 2 x 8 ' s 5' - 0 " 1/4" = 1'-0" PROJ. NO. : DWG. NO.: DATE : 2/8/2023 RE N O V A T I O N S F O R : SCALE : BR E W S T E R , M A . ( 5 0 8 ) 8 9 6 - 6 4 0 3 P.O . B O X 2 1 2 4 9 4 9 L O N G P O N D R D . TH O M A S A . M O O R E D E S I G N C O . DE S I G N E D / D R A W N B Y : PROJ. NO. : DWG. NO.: DATE : BR E W S T E R , M A . ( 5 0 8 ) 8 9 6 - 6 4 0 3 P.O . B O X 2 1 2 4 9 4 9 L O N G P O N D R D . TH O M A S A . M O O R E D E S I G N C O . DE S I G N E D / D R A W N B Y : A2 THE SOLE PROPERTY OF THE PLANS SHOWN ARE NOTE: EXPRESS WRITTEN ALTERED WITHOUT THE THE SOLE PROPERTY OF THE PLANS SHOWN ARE REPRODUCED AND/OR NOT BE COPIED, THE DESIGNER AND CAN CONSENT OF THE DESIGNER C BY THOMAS A. MOORE DESIGN CO.COPYRIGHT 2023 64'-4"± 24 ' - 3 " ± 48'-3"±16'-1"± 4' - 0 " ± 20 ' - 3 " ± SECOND FLOOR PLAN DN. (E X I S T I N G ) (EXISTING) (EXISTING)(EXISTING) (E X I S T I N G ) EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. EXIST. EX I S T . EX I S T . DN. EX I S T . EX I S T . KE R R Y B A R T O N & P E T E R L O M E N Z O 61 A . P . N E W C O M B R D . B R E W S T E R , M A 2022-8512 FRONT ELEVATION REAR ELEVATIONFIRST FLOOR (E X I S T I N G ) SLAB BOTTOM OF CEILING SUBFLOOR SECOND FLOOR EXISTING EXISTING FIRST FLOOR (E X I S T I N G ) SLAB BOTTOM OF CEILING SUBFLOOR SECOND FLOOR EXISTING EXISTING BEDROOM #2 NEW NEW BATH #2 COMMONSITTING AREA NEWLIN. NEW NEWLIN. BEDROOM #3 NEW NEW BATH #3 NEWMECH./ STORAGE NE W AC C E S S NEW WALL CONSTRUCTION LEGEND EXISTING WALL CONSTRUCTION TO REMAIN EXISTING WALL CONSTRUCTION TO BE REMOVED DECK NEW NEWCLO. NOT FOR CONSTRUCTION)(PROGRESS PRINT05101520 NEWCLO. 3' x 5'SHOWER3' x 5'SHOWER NEW/EXISTING SMOKE/CARBON MONOXIDE DETECTORS B B 2@2'0" x6'8" 2@2'0" x6'8" 2'6 " x 6 ' 8 " 2' 6 " x 6 ' 8 " 2'6" x 6'8"3'0" x 6'8" 2'8" x 6'8" 2' 8 " x 6 ' 8 " 4'- 0 " 10 ' - 0 " 6'- 3 " ± 8'-0" 2'-0"3'-8"2'-4" 4'-2"±10'-8"14'-0"9'-5"9'-7"± 9'- 8 " ± 4' - 3 " 5'- 6 " ± 7'- 4 " ± 2'- 4 " 6'-10"3'-10" 4' - 0 " ± 7'- 3 " 4' - 2 " ± 3'- 4 " ± 5' - 1 0 " 10 ' - 3 " ± 9' - 2 " ± 6' - 3 " ± 9'-2"9'-10"± 5'-11"±11'-2" 6' - 6 " A4 A A4 A A4 B A4 B 61 APSeptember 27, 2022 Brewster Ma Ch r i s M 03A 61 APSeptember 27, 2022 Brewster Ma Ch r i s M 04A 61 A P NEWCOMB ROAD LIGHTING PLAN 12-7-22 PATHWAY LIGHTING 27 LIGHTS 18 1/2" High Bronze LED Landscape Path Lights LED 340 Lumens 4 watt 103 degree Beam Spread Located every 6' to 8' around 18' x 36' Pool and along 28 foot ramp along barn BUILDING.IGHTING 3 LAMPS - NIGHT TIME TIMER 82 WATT LED PHILLIPS LUMEC Located - 1 Front Entrance, 1 Rear Entrance, 1 Carriage Door entrance to Lower Level Application#22-15 www.brewster-ma.gov Page 1 of 1 12/6/2022 DEPARTMENT REVIEWS Application #22-15 APPLICANT: Remington’s Trust: Peter Lomenzo & Kelly Barton, Trustees REPRESENTATIVE: Marian S. Rose MAP/LOT: Map 25, Lot 75 PROPERTY ADDRESS: 61-63 A.P. Newcomb Road Received from: Historic District Committee Comments received from Jessica Gelatt  While the Historic District does not have an impact on the issues being brought forward at the ZBA hearing, the property is in the Historic District Overlay and any exterior changes to the property must be submitted and approved through the Historic District Committee. Police Dept. Comments received from Lt. Charles Mawn The Police Dept. does not have any comments for this application Health Dept. Comments received from Sherrie McCullough  The health department file indicates an existing four-bedroom dwelling on a 168,888-sf lot. The dwelling is serviced by a 1999 Title 5 septic system designed for a maximum of 440 gpd of flow. A current Title 5 Septic Inspection Report is on file dated 11/19/2022.The property is serviced by well water. Well test results are on file dated 3/21/2022.  The proposed Bed & Breakfast will operate out of an existing barn on the property. The health department has no record of this structure on file. The converted barn will need a new septic system as the existing system on the property is at maximum capacity. Soil testing has been conducted but to date this office has not received septic plans for review.  No food service permit from the Board of Health will be required if the number of guest rooms does not exceed six. Per Massachusetts State Food Code requirements, the consumer must be informed by statements contained in published advertisements, mailed brochures, and placards posted at the registration area that the food is prepared in a kitchen that is not regulated and inspected by the board of health. Full review of the proposal will be required by the Health Department prior to final approval Planning Dept. Comments received from Jon Idman Please see comments attached Building Comments received from Davis Walters The Building Dept. does not have any comments for this application Fire Department Comments received from Chief Moran and Deputy Chief Varley  Driveway to be no less than 14’ wide x 14’ high (vertical clearance) consisting of surface capable of supporting fire and medical vehicles  Renovations/additions shall meet all current Massachusetts Comprehensive Fire Safety code requirements for intended use  A turn-around or T-turn shall be installed to allow for turnaround of apparatus  Per use change/occupancy sprinkler system may be required  If sprinklers are required Fire Department shall determine Fire Department connection location prior to install  A fire Department Knox Box Key Vault shall be installed at location to be determined by the Fire Department Brewster Zoning Board of Appeals 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1168 brewplan@brewster-ma.gov Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 REPORT TO: Applicant, Remington’s Trust, Peter Lomenzo, Trustee FROM: Jon Idman, Town Planner Davis Walters, Building Commissioner RE: Staff Review, Brewster Code Chapter 83, Section 4(D) Case No. 22-5, Proposed B&B in Existing ‘Barn’ Building 61 A.P. Newcomb Road (Map 25 Parcel 75) DATE: November 9, 2022 The following are local permits, licenses, reviews and approvals that will be required for the proposal: o Stormwater Permit o Certificate of Appropriateness- Old King’s Highway Historic District Committee o Site Plan Review- Planning Board (Public Meeting) o Use Special Permit- Bed & Breakfast- Zoning Board of Appeals (Public Hearing) o Building Permit o Septic (Disposal Works Construction) Permit- a new, separate septic system is proposed for the B&B o Confirm with the Health Dept. about whether food services or the pool require local health permit/s. Note, that under Brewster zoning, the B&B owner/ operator must live on-site. The Planning Department has received special permit and site plan review applications for the project. o Other departmental comments (DPW, Police, Fire, as applicable) will be provided in the normal course of site plan and special permit review o Narratives were not included but should be provided to address the relevant standards and criteria from the Zoning Bylaw; o The submitted site plan should be revised to correct the applicable zoning setbacks; to include an impervious surface calculation (as that term is defined in the town’s stormwater management bylaw); and to clarify existing vs. proposed conditions. o You might consider having prepared and submitting a dedicated existing conditions site plan (case in point, the gravel parking is noted as ‘proposed’ on the submitted site plan, but I understand it might already exist. This bears on the ‘impervious surface’ calculation discussed above). o If net new impervious surface exceeds 2500 sq ft, a ‘major’ stormwater permit is required (a minor permit is available for net increases 500-2500 sq ft, which are reviewed and issued by staff). The Planning Board would be the permitting authority for a major stormwater permit and, in such case, major stormwater review should be consolidated with the site plan review. o No stormwater permit application has yet been submitted. In any event, either a ‘minor’ stormwater permit application should be submitted, and the permit obtained prior to site plan approval and copied to the Planning Board, or a major permit application should be submitted and reviewed by the Planning Board simultaneous with the site plan review request. Stormwater management is equally a site plan review consideration. Office of: Planning Board Planning Dept. Certified by: 2511 P NEWC TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 25/75!0 2616718 8 AIN. S1 EET 26166!0 694 MAIN.STREEr 26!70!0 A P NEWCOM B ROA (�. ROAD 198 RIO weaciyy� - 25!7510 ` 61-69 A P NEWCOMB ROAD 1>lfs• P i•; wCa A 0 A Nt�.N't M B 3 b James M. Gallagher, MAA Deputy Assessor 2�9 � bDP W0 ORIvE WOclo. DRIVA '4 26/74/0 1'ti J 87 APNEWCOMBROAD \ 261i 189 RgiipEW1 2511610 April 26, 2023 Internal From: Robert Foscaldi 87 AP Newcomb Road To: Brewster Zoning Board of Appeals Subject: Comments/Concerns - ZBA Case # 22-15 61-63 AP Newcomb Road - Special Permit for a Bed & Breakfast I am the abutter on south side of 61-63 AP Newcomb. In 2001 my wife and I built our home at 87 AP Newcomb Road where we raised our three children and today, my wife and I still live there. I am opposed to this ZBA Special Permit based on the following concerns. 1.This Bed & Breakfast is an expansion of commercial business activity beyond the existing areas of commercial development in Brewster. This proposed 3-unit Bed & Breakfast business is not in the existing owner- occupied house. It is in a separate building that is about twice the size of the main house. This type of business typically has activities associated with transient guests, cars, parking, swimming pool, lighting, maintenance, dumpster trash etc. all of which is more suited to a business normally located on Rte. 6A/Main Street rather than in the quieter non-business residential areas located off Main Street. According to the Brewster Local Comprehensive Plan (LCP): Small-scale commercial development areas in Brewster are concentrated along Rte. 6A/Main Street, Underpass Road, and at the Route 137/Millstone Road intersection. This proposed B&B would be an expansion of business activity beyond these areas. Although this may be a concern, it is not my primary issue. 2.The “barn” building is not built according to its building permit or plans. This “Utility Barn” at 61-63 AP Newcomb was first proposed in October 2002 by the owner/builder Peter Mullin. As an abutter, I was notified of the proposed construction. I contacted the Building Department, asked for information and the proposed plan. Victor Staley, who was then the Building Commissioner, FAXed the plan to me. I have attached a copy of that FAX with the plan. This plan shows a 24 x 42 “Utility Barn”, and a fence to be erected on the lot line on my side extending some 700+ feet back to the rear corner. April 26, 2023 Internal I had no objection to this and assumed the Utility Barn and fence would be built appropriately according to plans, permits, and codes. I also assumed that as an abutter I would be informed if there were any changes to this plan. Two years passed and there was no activity regarding the building of this barn. On July 16, 2004, a building permit application with plans was filed by Mullin for a larger 24 x 48 Utility Barn. The location of the barn was moved closer to my house. The permit indicates that the right side setback is 25 feet from the barn building to my property line with no fence. This was different from the plan that Commissioner Victor Staley had sent me and as an abutter, I should have been notified of this new barn project but was not. Also, this building was officially identified by the owners in a letter to the Building Commissioner as being a “barn”. Everyone, including town officials, has always referred to this building as a “barn”. The side setback for a barn is 50 feet according to Brewster bylaw, but this “barn” was allowed to have a setback of only 25 feet. After construction began on the barn, the building inspector Richard Leibowitz filed a Building – Foundation Report dated September 15, 2005. In the report he says, “Foundation Not According To Plan – Submit New Plans w/ corrections”. This is because the foundation that was installed was 24 x 64 which is much larger than the 24 x 48 foundation as shown on the plans at the Building Department. Five years later, July 12, 2010,building inspector Richard Leibowitz sent a letter to builder/owner Peter Mullin saying that the foundation permit issued on 7/5/05 still remains active and that “The actual building permit for your utility barn has never been issued.” Inspector Leibowitz went on to request that the required 3 copies of the as-built site plan and a copy of the signed foundation permit be submitted “so the Building Department can issue your building permit”. Shortly after that, the original building permit for the 24 x 48 “barn” was extended by the Building Department. This should not have been allowed because the structure was clearly not being built according to plan. It is a much larger structure, has about 20 windows added that were not on the plan and it looks like a house. It’s foundation is 64 feet long (not 48 feet) and after five years it is not near completion. Also, the building permit shows the side setback from the building to my property line is supposed to be 25 feet. The certified plot plan dated 1/4/2010 shows the actual setback to be only 23.3 feet. April 26, 2023 Internal It is important to mention that there was no reason for this building to be less than 25 feet from my property line. Prior to the barn being constructed I had all my lot lines professionally surveyed. Two official concrete boundary markers were put in place along property line adjacent to the front and rear of where the barn is located today. Prior to the barn being built, I ran a string between these two concrete markers and drove some pipes in the ground to accurately mark the lot line. But when the barn foundation was being installed, the line was removed, the pipes were pulled out and the foundation was installed less than 25 feet from the property line. On April 13, 2021, a Framing Inspection - Field Correction Notice was issued and again it says the as built structure is not according to plan. This “barn” project has dragged on for 18 years and remains unfinished today. Years ago, I planted a row of Leyland Cypress trees along my property line to block the view of this huge unfinished building that stands out as an eyesore. This building was originally proposed in 2002 as a 24 x 42 “Utility Barn” as shown in the FAX from Victor Staley. Then that was changed, and different plans were submitted for a 24 x 48 structure located closer to my house. Then, the builder/owner (Peter Mullin) decided to build a different, larger structure that exists today as shown by the drawings submitted with this ZBA application. This building does not match the plans that were submitted. It is 24 x 64 with about 20 windows added and looks like a house or commercial building. It is important to point out that if this structure was built according to the building permit and plans that were approved by the building department, the structure would be much smaller and not suited for the Bed & Breakfast that is being proposed today. Also, the south side setback would be 25 feet as the permit indicates. The Building Department should have stopped this project at an early stage, but they did not and allowed it to continue for 18 years with no matching plans or permit. 3.The Bed & Breakfast building is a “principal use” structure. The Brewster bylaws section 179-2 Zoning Definitions defines a “principal use” structure as follows: USE, PRINCIPAL — The main or primary purpose for which a structure or lot is designed, arranged or intended or for which it may be used, occupied or maintained under this chapter. April 26, 2023 Internal The property at 61-63 AP Newcomb is going to become a commercial Bed and Breakfast business. The Bed & Breakfast building is twice the size of the main house and is designed as a 3-unit dwelling with bathrooms and a kitchen for the guests. Obviously, it serves as a “principal use” structure for the Bed & Breakfast business and not an “accessory use”. Without this structure, there is no Bed & Breakfast business. It is interesting to point out that when this property belonged to the previous owners, this “barn” building was assessed as an accessory building (MODEL CIM, STYLE “Storage Garage”) with an assessment value of $112,700. Then after the property was sold to Remington’s Trust, the assessment was reviewed, and the building MODEL became “RESIDENTIAL”. Its assessment value also increased to $224,500 (nearly doubled). The reason for this change in assessment according to town assessor James Gallagher is because “this thing is built more like a house” (Refer to the attached email from town assessor James Gallagher). A Bed & Breakfast is also described in Massachusetts General Laws-Part 1-Title IX- Chapter 64G-Section 1-Definitions – as “a private owner-occupied house” and currently, this building is assessed as a residential dwelling or a house. The change of the assessment model does not put the building in violation of any zoning bylaw as long as its “use” as an accessory building remains unchanged. The new owners (Remington’s Trust) have applied for a “change of use” special permit where the use of this building will become a “Bed & Breakfast”. Therefore its use will change from “accessory” to a “principal use” for the Bed & Breakfast business. This new use must be compliant with state and local zoning bylaws. The property at 61-63 AP Newcomb is over 120,000 square feet and according to Brewster Zoning bylaws, it can have two principal use structures (dwellings) on the one lot. The two principal use structures in this case are the main house which is the dwelling for the owners/operators of the B&B and the “barn” building which is to be transformed into the actual B&B building having the three guest dwelling units. According to Brewster Zoning bylaw 179, Table 2, Area Regulations, a principal use structure in an R-M district requires a side setback of 25 feet. The Bed & Breakfast building is clearly a principal use building, but it has a side setback of less than 25 feet on my side. A planning Board meeting was held on April 12, 2023, for a Site Plan review of this commercial B&B business. In the meeting packet under REVISED SUMMARY OF April 26, 2023 Internal REASONING, there is the following statement made by lawyer representative Marion Rose: “The Barn is located to the rear and west of the primary structure and is conforming to all setbacks save the west- side setback ( 23.3 feet existing and 25 feet required). Given that the Barn was built over 10 years ago, the structure, as placed, is grandfathered.” (Actually, it is the South side that has the 23.3 setback) However, this term of being “grandfathered” does not apply to the barn building. From what I understand, a building is grandfathered when one of the two circumstances described below are true. 1.Massachusetts Zoning General Laws, Chapter 40A, section 7-1 has the “10 Year Statute of Limitation on Certain Zoning Violations” where it says - if violations are not reported within 10 years from the date when the structures were erected these structures become “legally non-conforming” structures. 2.If the setback bylaw was less than 25 feet when the barn was built, and then afterwards, the bylaw was changed to 25 feet, it would not cause the barn to be in violation. The barn would become a non-conforming structure or considered as “grandfathered” with regards to the setback. But neither of these circumstances apply to the barn building. The existing side setback of 23.3 feet has never been in violation of a Brewster side setback bylaw because the use of this building has always been an “accessory building”. An accessory building requires a minimum side setback of only 20 feet in an R-M district according to note 6 of the Brewster Area Regulations. Also, the Building Department has no record of a zoning violation associated with this barn building. However, changing the use of this building to a Bed & Breakfast business makes it a principal use structure which requires a side setback of 25 feet according to Brewster Zoning bylaw 179 – Table 2, Area Regulations. Massachusetts General Laws - Chapter 40A ZONING - Section 7: Enforcement of zoning regulations states: “… no permit or license shall be granted for a new use of a building, structure or land which use would be in violation of any zoning ordinance or bylaw.” For this reason alone, I would respectfully point out that this special permit cannot be approved by the Brewster Zoning Board of Appeals. Another concern I have is that if this special permit is approved, and the Bed & Breakfast building remains as an “accessory building”, the Brewster Zoning bylaws April 26, 2023 Internal are unclear if an additional single-family dwelling would still be allowed on the property, or if additional “accessory residential buildings” would still be allowed and used for the Bed & Breakfast business. To be clear, I am opposed to any further dwellings being built on this property. Final Comments For the reasons mentioned - I am opposed to this “change of use” special permit. But putting a stop to this Bed & Breakfast project will not end my concerns regarding this large building on the property line near my house. This building will remain, and eventually it will be used by someone for something. If it remains an accessory building, then potentially additional dwellings can be built on the property as allowed by the current Brewster Zoning Area bylaws. I have met the new owners/neighbors Peter and Kerry. They seem to have good intentions and simply want to enjoy living in the main house and run their Bed & Breakfast. I also think they will be good neighbors. Although I believe this special permit should be denied because of the south side setback as I have mentioned, I am willing to negotiate two feet of my property along the property line to achieve the required minimum side setback of 25 feet. This negotiation would involve no money, would eliminate the side setback issue, and serve to benefit both myself and my new neighbors to provide the following: The B&B project could move forward without further delay and the currently approved site plans for the Bed & Breakfast would remain unchanged. I would no longer be opposed to this B&B project. Two “principal use” dwellings would be established on the property and additional dwellings would be restricted according to existing Brewster bylaws. I respectfully request that my comments and concerns are reviewed and considered by the board members of the Zoning Board of Appeals. Thank you, Robert Foscaldi April 26, 2023 Internal April 26, 2023 Internal April 26, 2023 Internal April 26, 2023 Internal 61-63 AP Newcomb change from "storage garage" to "residence"? Robert Foscaldi <bobfosc1@gmail.com>Dec 15, 2022, 3:41 PM Hi Jim, The new owners of 61-63 AP Newcomb have applied for a special zoning permit (ZBA case 22-15) to convert the existing unoccupied building into a Bed & Breakfast. This building appears in the 2023 Assessor's Database for this property on page 2. I notice that the building is now described on the 2023 assessment as a "RESIDENCE" but in 2021 it was described as a "STORAGE GARAGE". How can the use of this building be changed like this without notification to the abutters? Thanks, Bob James Gallagher <jgallagher@brewster-ma.gov>Dec 19, 2022, 11:09 AM Hi Bob, What you are looking at is the “model” and “style” in our database. On the 2021 cards, the house was described using the “residential” model and the barn was described using the “CIM” model which stands for Commercial/Industrial/Manufacturing. In 2021 the “style” on the barn was “storage garage”. The descriptions are for assessing purposes, and the models/styles help determine the assessed value. At the time the property was owned by a builder and the barn was assumed to be the workspace/storage space for the commercial builder. The barn was also under construction over the course of many years. When the property sold in 2022 the assessment was reviewed and the “model” on the barn was updated to “residential” and the “style” was updated to “Detached”. This is all for assessing purposes rather than use or permitting. It is the way the value of the building is determined. The model and style help determine which cost tables we use to determine the reconstruction cost of the building. We changed it because the barn is better modeled as a detached residential building rather than a Commercial/Industrial/Manufacturing Storage Garage. That would be more of a metal warehouse building where this thing is built more like a house. Again, our field cards are for assessing purposes and determining value. They don’t necessarily determine the use. James Gallagher Deputy Assessor Town of Brewster r?ct 01 02 11:14a Brewster Town Hall 5088968089 p.1 Town of Brewster BUILDING DEPARTMENT 2198 Main Street Brewster, Massachusetts 02631-1898 FAX Date Sent: /0 — 0 2 -- To: Fax No. ()u No. of Pages (Including cover) 2. OFFICE OF Building Commissioner TEL: (508) 896.3701 EXT. 125 FAX: (508) 896-8089 From: Vi c , ,- . REMARKS pct 01 02 11:14a Brewster Town Mall 5088968089 p.2 kYrj kc 4 ` � A 441 1 ►, w S t 1 \ t ti \4}' ` ► \ i N., # N. \ .k \ t\4\ 1, � •. e 4, �` " \ t+ � y4 \ " ,,!--0,/, r �� .h ++i fi \ .... N.,..;‘,...,,,:6.....,.. y I Jf'f % ... \ 1140)%)14V114 d 'y J L. /2-7 ff '(0 • tab Y 1 .• 1111 -11 �•f #23-08 Owner/Applicant: Ocean Edge Resort, LLC Represented by: Attorney Michael Ford 2907 Main Street FORD AND FORD ATTORNEYS AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 mike@fordandfordattorneys.com MICHAEL D. FORD JEFFREY M. FORD May 4, 2023 Brewster Zoning Board of Appeals 2198 Main Street Brewster, Ma. 02631 RE: Request for Withdrawal Without Prejudice Case #23-08 Dear Members of the Zoning Board, I write on behalf of our client Ocean Edge Resort LLC, Applicant for Special Permit in Case #23-08 for their property at 2907 Main Street, to request that the application be withdrawn without prejudice. Please place this request on your May 9, Agenda. Thank you. Very Truly yours, Michael D. Ford Esquire Attorney for Ocean Edge Resort LLC CC: Clients, John O'Reilly #23-04 Applicants: Preservation of Affordable Housing, Inc. & Housing Assistance Corporation Represented by: Attorney Peter Freeman 0 Millstone Road • • 1111 FREEMAN LAW GROUP LLC Attorneys at Law Peter L. Freeman pfreeman c(�i freenianlawgroup.coin Tel (508) 362-4700 Mobile (78I) 854-2430 May 2, 2023 Nancy d. MacPhee Legal Assistant nmacphee@freeemanlawgroup.com Tel. (508) 362-4700 ext. 3 Via email to Ellen Murphy at emurphy(a7,brewster-ma.gov Town of Brewster Zoning Board of Appeals 2198 Main Street Brewster, MA 02631 Re: 40B Application — 0 Millstone Road Preservation of Affordable Housing, Inc., and Housing Assistance Corporation 0 Millstone Road, Brewster Dear Board Members: In connection with the above -referenced Application, please find enclosed the following for filing: Waiver List revised 05-02-24 (revisions as to Board of Health Regulations highlighted in yellow). Under separate cover via email, Joe Henderson from Horsley Witten will be emailing you the updated revised civil engineering and landscaping plans as listed on the attached Exhibit A. We look forward to meeting with you on May 9, 2023. Thank you. Very truly yours, Peter L. Freeman PLF: njm Enclosures cc: VItalia Shklovsky David Quinn 86 Willow Street II Yarmouthport, MA 02675 s Phone (508) 362-4700 • Fax (508) 362-4701 1 REQUESTED WAIVERS -REVISED 05-02-23 APPLICANT: Preservation of Affordable Housing, Inc. (POAH) & Housing Assistance Corporation (HAC) SUBJECT PROPERTY: 0 Millstone Road, Brewster, MA PROJECT NAME: To be determined PROJECT: 45 Rental Units on 16.6 Acres The Applicant seeks waivers from the Brewster local Bylaws, rules and regulations, as shown below. The Applicant also requests that waivers be granted from any requirements to apply to the Town or other municipal Boards or departments, including but not limited to the, Board of Health, Board of Selectmen, Department of Public Works, Planning Board, and Water Department, if normally required; and the Applicant requests that the Comprehensive Permit be issued in lieu of all of the aforementioned permits, inclusively, including but not limited to the permits and approvals to connect to the municipal water system (please note that the Applicant will comply with all technical requirements related to the municipal water system). If in the course of the hearings it is determined that there are other local by-laws, rules and regulations that would otherwise be applicable to this development that have not been requested in this application, the Applicant reserves the right to so amend the Requested Waivers. The Applicant also requests waivers from otherwise applicable building permit and water department fees, as to the affordable units. 1 Pursuant to 760 CMR 56.05(7), waivers are not needed from Special Permit provisions of a zoning bylaw, but only from the requirements of the underlying as of right zoning provisions. 2 Comprehensive Permit Rules of the Zoning Board of Appeals Section 3.01 (h). Applicant will submit a list of requested exemptions or exceptions to local requirements and regulations, including local codes, ordinances, by-laws or regulations as required by this section and the Comprehensive Permit regulations (760 CMR 56.05(2)(h). However, the requirement of a ‘written explanation of why, but for the failure to grant the requested waiver, the proposed project would be uneconomic’ should be determine in the aggregate during the scope of the local hearing process and be based on consistency with local need (760 CMR 56.05(4). Thus, to the extent necessary, applicant requests a waiver from this requirement of a written explanation to the requested exemptions of rendering the project uneconomic. Section 3.01 (k). Applicant requests waiver from the submission of proof of filing of a Project Notification Form (“PNF”) with the Massachusetts Historical Commission (“MHC). Applicant will prepare and file a PNF with MHC at such time as a final project is approved. Section 3.01 (l). Applicant requests waiver from the submission of proof of filing of a Rare Species Information Form with the Massachusetts Natural Heritage and Endangered Species Program (“NHESP”). The project is not located within an Estimated Habitat of Rare Wildlife or Priority Habitat as indicated in the Massachusetts Natural Heritage Atlas (14th Edition). This has been confirmed by the Massachusetts Division of Fisheries & Wildlife. Section 3.01 (m). Financial information such as a pro forma is not applicable as it is in conflict with 760 CMR 56.05(6). To the extent necessary, Applicant requests waiver from the submission of project pro forma. Section 3.01 (o). Applicant requests a waiver from submission of appropriate attention to impact on town services, including fire, police, and schools. All local boards and departments will have the opportunity to provide comments relating to any impact on town services to the Zoning Board of Appeals and those comments can be addressed during the scope of the hearing process. Additionally, applicant along with development team members attended an informal town staff meeting in April 2017 to review these matters and took the comments presented into account. Section 3.01 (q). Application request a waiver from the submission of project impacts to the extent necessary. As stated above under Section 3.01 (o), all local boards and departments will have the opportunity to provide comments relating to any impact on town services to the Zoning Board of Appeals and those comments can be addressed during the scope of the hearing process. Notwithstanding this request, the applicant will be submitting a Traffic Impact Assessment and a Stormwater Management Report. Additionally, applicant along with development team members attended an informal town staff meeting in April 2017 to review these matters and took the comments presented into account. 3 ZONING - CHAPTER 179 OF THE CODE OF THE TOWN OF BREWSTER (in effect October 2017) Article IV. Use Regulations Section 179-10. Applicability of use regulations. Applicant requests a waiver from the requirement that no building, structure or land shall be used except for the purposes permitted in the district as described in the Use Regulation section. Section 179-11. Table of Use regulations. Applicant requests a waiver from the requirement of conformance to the Table of Use Regulations (Table 1) as follows: Residential 8. Multifamily dwelling units are not permitted in the R-L district. The proposed affordable housing project consists of (45) multi-family dwelling units to be permitted under a Comprehensive Permit. Article IV. Use Regulations Section 179-16. Tables of regulations. Table 2 Area Regulations Minimum Required Lots: Applicant requests a waiver from Table 2 Area Regulations Minimum Required Lots within the R-M zoning district, including minimum lot frontage and minimum side yard setback: Required Proposed Side Yard Setback 25 feet 17 feet Applicant requests a waiver from Table 2 Area Regulations Minimum Required Lots footnote 1 from the requirement that generally, only one principal structure shall be permitted on one lot. The proposed project will consist of 10 residential buildings and a one community building to be permitted under a Comprehensive Permit. Table 3 Height and Bulk Regulations Applicant seeks a waiver from Table 3 Height and Bulk Regulations within the R-M zoning district from the Maximum Permitted Height of thirty (30) feet to a maximum height of up to thirty-six (36) feet. See Chart of building height calculations attached hereto. 4 Article VII. Off-Street Parking and Loading Section 179-23. Parking and loading lot standards. Applicant requests a waiver §179-23(A.)(4) from the requirement that all parking spaces be 10 x 20 feet in dimension. The parking spaces as shown on the project plans are 9 x 18 feet in dimension. Article IX. Special Regulations Section 179-34. Multifamily dwellings. Applicant requests a waiver from this section of the zoning bylaw as applicable to permit the construction of multifamily dwellings on the site in the R-L zoning district as shown on the submitted Site Plans. The proposed project will be permitted under a Comprehensive Permit. Article XI. Water Quality Protection District Section 179-61. Water quality review. Applicant has requested a waiver from the requirement of obtaining a certificate of water quality compliance from the Water Quality Review Committee; Town Planner Jon Idman has advised the Board that this requirement is not applicable and therefore not needed and as a result the Applicant has withdrawn this request. Article XII. Site Plan Review Section 179-64. Applicability. Applicant requests a waiver from the applicability of Site Plan Review. Under Chapter 40B, the Zoning Board of Appeals sits in lieu of all other local boards and departments, and all such boards and departments in any event have the opportunity to provide comments and suggestions to the Zoning Board of Appeals. 4 TOWN OF BREWSTER BOARD OF HEALTH REGULATIONS Water Quality Report Regulation (Effective January 15, 1988) Applicant requests a waiver from the applicability of this Water Quality Report Regulation. The proposed wastewater system is designed and sited to comply with Title V requirements and Board of Health requirements. The Project Site is not in a well recharge area, not upgradient of a nitrogen sensitive tidal embayment, and not upgradient of any freshwater ponds. Design, Operation, and Maintenance of Small Wastewater Treatment Facilities (Effective March 15, 2007) Applicant requests a waiver from the applicability of this regulation pertaining to the Design, Operation, and Maintenance of Small Wastewater Treatment Facilities. The proposed wastewater system design flow is less than 10,000 gpd and is not regulated under MassDEP groundwater discharge permit regulations. The proposed wastewater system is designed and sited to comply with Title V requirements and Board of Health requirements. The Project Site is not in a well recharge area, not upgradient of a nitrogen sensitive tidal embayment, and not upgradient of any freshwater ponds. Although a waiver from the entire Regulation is appropriate, the Applicant describes each section below: 1.00 Disposal Works Construction Permit. Applicant will apply for a Disposal Works Construction Permit under Massachusetts DEP Title 5. 2.00 Review by Independent Registered Professional Engineer. The proposed project should not be reviewed by an independent Registered Professional Engineer retained by the Board of Health. 3.00 Independent Professional Review Fee. Same as above and therefore no Review Fee should be assessed. 4.00 SWWTF Financial Assurance Mechanism. The Applicant should not be required to establish and maintain a financial assurance mechanism to provide for repair and replacement of the septic system. 5.00 SWWTF Effluent Test Frequency and Parameters. Rather than monthly testing, Applicant agrees to quarterly testing for the proposed effluent nitrogen concentration of 19 mg/l. 6.00 Groundwater Monitoring Installation. The Applicant should not be required to install groundwater monitoring wells. 7.00 Reporting of all SWWTFs and Wastewater Treatment Facilities that discharge over 10,000 gallons per day. Not applicable; however, the Applicant has agreed to file an annual report with the Board of Health concerning the operations of the septic system. 8.00 Variances. Not applicable; the Board of Appeals is the permit granting authority under M.G.L. c. 40B, §§20-23. 5 9.00 Enforcement. Not applicable for the reason stated above. The Board of Health retains enforcement authority under Massachusetts DEP Title 5; and the Applicant agrees that the Board of Health may enforce the modified effluent testing requirement under Section 5.00 that the Applicant has agreed to as described above. TOWN OF BREWSTER GENERAL BYLAWS (in effect October 2017) Chapter 83. Staff Review Applicant requests a waiver from the applicability of Staff Review. Under Chapter 40B, the Zoning Board of Appeals sits in lieu of all other local boards and departments, and all such boards and departments in any event have the opportunity to provide comments and suggestions to the Zoning Board of Appeals. Town Planner Jon Idman has advised the Board that the Applicant has fulfilled the Staff Review requirement and therefore a waiver is not needed and as a result the Applicant has withdrawn this request. SCENIC ROAD ACT AND PUBLIC SHADE TREE ACT Applicant requests a waiver from obtaining approval from the Planning Board of any tree cutting within the Millstone Road public right of way, and asks that the Zoning Board of Appeals grant such approval. EXHIBIT A Sheet List Table Sheet Number Sheet Title 0-1 COVER 0-2 GENERAL NOTES C-3 PROPERTY LINE PLAN C-4 EXISTING CONDITIONS C-5 DEMOLITION & EROSION CONTROL PLAN C-6 OVERALL SITE PLAN C-7 SITE PLAN (1) 0-8 SITE PLAN (2) C-9 GRADING PLAN (1) 0-10 GRADING PLAN (2) C-11 UTILITY PLAN (1) C-12 UTILITY PLAN (2) 0-13 DETAILS (1) 0-14 DETAILS (2) 0-15 DETAILS (3) C-16 DETAILS (4) L-17 PLANTING PLAN (1) L-18 PLANTING PLAN (2) L-19 PLANTING DETAILS MEMO RANDUM To: Brian Harrison, Chair, Brewster Zoning Board of Appeals From: Joe Henderson, P.E. – Horsley Witten Group Date: May 4, 2023 Re: Millstone Road Comprehensive Permit (ZBA Case No. 23-04) Plan Update Summary (Revision Date: May 2, 2023) cc: Jon Idman (Town Planner), Peter Freeman (Freeman Law Group LLC), Vita Shklovsky (POAH), David Quinn (HAC) On behalf of the Preservation of Affordable Housing, Inc. (Applicant), the Horsley Witten Group (HW) is providing the following summary of updates that are included on the revised plan set submitted to the Zoning Board of Appeals (ZBA) as part of the package transmitted on May 2, 2023. The updates were based on feedback received during the March 14, 2023 and April 11, 2023 hearings. Site plan revisions were previously only depicted on the Overall Site Plan and Landscape plans and described in HW’s Plan Update Summary Memo dated April 4, 2023. These changes are now incorporated into the full plan set with a revision date of May 2, 2023. COVER, SHEET C-1 • Revision date of May 2, 2023 was added. A note was added next to the “Sheet List Table” to clarify that the architectural plans were not revised from the original submission and are not included in the revised plan set. DEMOLITION & EROSION CONTROL PLAN, SHEET C-5 • The Limit of Work line was adjusted in accordance with the revised site layout and grading design. There is no increase in site disturbance based on the adjusted limit of work. OVERALL SITE PLAN, SHEET C-6 • As discussed at a recent site walk conducted by HW, a screening fence was added on the south side of the entrance driveway to enhance screening to the abutter at 598 Millstone Road. • The proposed treeline was modified on the west side of the site, which matches the adjusted Limit of Work line depicted on Sheet C-5. Brewster ZBA May 4, 2023 Page 2 of 3 K:\Projects\2022\22084 Millstone Road Brewster\Permitting\ZBA\230504_Plan Update Summary_22084.docx • The proposed “reserve parking area” was shifted to be located directly downhill of the sanitary disposal system leachfield. The proposed treeline was adjusted to maximize protection of the existing forest cover in the reserve parking area. • The Parking section of the “Zoning Regulatory Requirements” table was updated to more clearly describe the proposed parking spaces, with corresponding parking space quantity and dimensions. The proposed parking count is 79 spaces, inclusive of 6 ADA accessible spaces. • The Parking Note was modified to conform to the final design, which describes that if the reserve parking area were constructed in the future then there would be a net gain of 8 parking spaces and a total of 87. SITE PLAN (1) & SITE PLAN (2), SHEETS C-7 & C-8 • These two sheets are updated to reflect all changes described previously for the Overall Site Plan, Sheet C-6. GRADING PLAN (1) & GRADING PLAN (2), SHEETS C-9 & C-10 • The proposed grading design was modified according to the site layout plan changes, to reflect the parking space expansion, additional sidewalks, and revisions to the proposed maintenance building location and maintenance driveway layout. • The grading of the proposed bioretention areas was adjusted slightly to conform to the revised grading and the additional impervious area generated by the parking expansion and new sidewalks. • The proposed drainage design and HydroCAD model has been fully updated to reflect the additional impervious areas contributing flow to the stormwater management system. Two chambers were added to Underground Recharge System 2. No changes were required to Underground Recharge Systems 1,3 or 4. UTILITY PLAN (1) & UTILITY PLAN (2), SHEETS C-11 & C-12 • In conjunction with the updated design of the advanced wastewater treatment system, the proposed septic tank and pump station previously shown to the south of the Community Building (Building 1) have been replaced with a single Sewage Lift Station which will pump wastewater up to the advanced treatment system and proposed leachfield. • The layout of the proposed advanced wastewater treatment system and the footprint of the proposed leachfield have been updated. Brewster ZBA May 4, 2023 Page 3 of 3 K:\Projects\2022\22084 Millstone Road Brewster\Permitting\ZBA\230504_Plan Update Summary_22084.docx DETAILS (2), SHEET C-14 • The proposed septic tank and pump station details were removed and replaced with the Sewage Lift Station detail. DETAILS (4), SHEET C-16 • The construction details for the proposed Underground Recharge Chambers (StormTech MC-4500) were updated per the latest manufacturer’s details. PLANTING PLAN (1) & PLANTING PLAN (2), SHEETS L-1 & L-2 • The proposed screening along the south side of the entrance drive has been further enhanced based upon ongoing coordination with the abutter at 598 Millstone Road. The adjacent screening plantings were modified accordingly, and planting locations were shifted to better fill in the gaps in the existing vegetation. • New screening plantings were added along the portion of the project nearest the existing Ocean Edge Condominiums. A note was added that requires the screening plantings to the “adjusted in the field at time of planting for maximum screening.” © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS Project Number:Registration: VICINITY MAP LOCUS la s t m o d i f i e d : 0 5 / 0 1 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - 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 = 1000-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 SITE Graphic Scale BREWSTER North SITE SCALE IN FEET Graphic Scale 0 MILLSTONE ROAD COMPREHENSIVE PERMIT SET BREWSTER, MASSACHUSETTS DECEMBER 20, 2022 REVISED: MAY 2, 2023 22084 of1 19 0 MILLSTONE ROAD COMPREHENSIVE PERMIT SET BREWSTER, MASSACHUSETTS Preservation of Affordable Housing, Inc. 2 Oliver Street, Suite 500 Boston, MA 02109 GENERAL NOTES: 1.THIS PLAN SET IS FOR PERMITTING ONLY AND NOT FOR CONSTRUCTION. 2.SITE INFORMATION: ASSESSOR'S MAP ADDRESS: 0 MILLSTONE ROAD, BREWSTER, MA ZONING DISTRICT: R-L 3.THE PROPERTY IS LOCATED WITHIN F.I.R.M. ZONE X AS SHOWN ON COMMUNITY PANEL NO.25001C 0418J DATED JULY 16, 2014. 4.WETLANDS ARE NOT PRESENT ON THE SITE. DECEMBER 20, 2022 MCL/EWH MCL/EWH RAC 1:150000 1500000 1:12000 120000 113 R2 Water Street Exeter, NH 03833 (603) 658-1660 voice 1C - Sheet List Table Sheet Number Sheet Title C-1 COVER C-2 GENERAL NOTES C-3 PROPERTY LINE PLAN C-4 EXISTING CONDITIONS C-5 DEMOLITION & EROSION CONTROL PLAN C-6 OVERALL SITE PLAN C-7 SITE PLAN (1) C-8 SITE PLAN (2) C-9 GRADING PLAN (1) C-10 GRADING PLAN (2) C-11 UTILITY PLAN (1) C-12 UTILITY PLAN (2) C-13 DETAILS (1) C-14 DETAILS (2) C-15 DETAILS (3) C-16 DETAILS (4) L-17 PLANTING PLAN (1) L-18 PLANTING PLAN (2) L-19 PLANTING DETAILS A101 FLOOR PLANS - BUILDING 1 A201 EXTERIOR ELEVATIONS - BUILDING 1 A101 FLOOR PLANS - BUILDING 2 A201 EXTERIOR ELEVATIONS - BUILDING 2 A202 EXTERIOR ELEVATIONS - BUILDING 2 A101 FLOOR PLANS - BUILDINGS 3 (7 & 10 SIMILAR) A201 EXTERIOR ELEVATIONS - BUILDING 3 (7 & 10 SIMILAR) A101 FLOOR PLANS - BUILDINGS 5 & 9 (4 & 6 SIMILAR) A201 EXTERIOR ELEVATIONS - BUILDINGS 5 & 9 (4 & 6 SIMILAR) A101 BUILDINGS 8 & 11 - FLOOR PLANS A201 BUILDINGS 8 & 11 - EXTERIOR ELEVATIONS PERMITTING SET ONLY NOT FOR CONSTRUCTION JH05/02/23 ML Plan set revisions PL A N S S U B M I T T E D P R E V I O U S L Y (N O R E V I S I O N S M A D E T O D A T E ) 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H R A C G E N E R A L N O T E S 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (50 8 ) 8 3 3 - 6 6 0 0 Fa x : (50 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 2 1922084of la s t m o d i f i e d : 1 2 / 2 3 / 2 2 p r i n t e d : 1 2 / 2 3 / 2 2 b y j h K: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - C V . d w g 2C - 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . LEGEND: OHW SB G C E/T/C S UGE FM PROPERTY, LOT, OR ROW CONTOUR - MAJOR EASEMENT LINE TREE LINE SETBACK LINE DRAIN PIPE SANITARY SEWER EDGE OF PAVEMENT CABLE LINE CURB CENTERLINE GAS LINE SEWER FORCE MAIN UNDERGROUND ELEC. UNDERGROUND E/T/C STRAWBALE BERM PATHWAY WALL - RETAINING FENCE - WOOD FENCE - WIRE FENCE - CHAIN LINK OVERHEAD WIRE CONTOUR - MINOR GUARD RAIL SIDEWALK ABUTTING LOT PROPOSED GENERAL 44 50 T TELEPHONE LINE COASTAL BANK COASTAL BANK BUFFER FEMA FLOOD ZONE RIVERFRONT BOUNDARY INNER RIVERFRONT (100) OUTER RIVERFRONT (100-200) WETLAND BOUNDARY WETLAND 50 BUFFER X X WALL - STONE LIMIT OF WORK UTILITIES SF SILT FENCE SFSB SILT FENCE-STRAWBALE SS SILT SOCK EROSION & SEDIMENT CONTROL W WATER LINE ENVIRONMENTAL WETLAND 100 BUFFER MEAN LOW WATER MEAN HIGH WATER X X MLW MHW EXISTING EXISTING EXISTING PROPOSED PROPOSED BUILDING STORMWATER AREA SYMBOLS DRAIN MANHOLE BOUNDARY GV WV SV MW CB WF PROPERTY INFORMATION STONE ROCK INLET PROTECTION EXISTING TREE EXISTING SHRUB BENCHMARK CONTROL POINT HYDRANT HANDICAP SYMBOL SIGN LIGHT POST EXISTING SPOT GRADE MAIL BOX GAS VALVE SEWER VALVE WATER VALVE THRUST BLOCK UTILITY BOX TEST PIT UTILITY POLE W/GUY MONITORING WELL WATER WELL SEWER MANHOLE WETLAND FLAG CLEAN OUT CURB STOP 44 50 CATCHBASIN CURB CUT BERM CUT VEGETATED SWALE CONCRETE CROSSWALK/PAVEMENT STRIPING UP1 BIKE 10 AUG# ELECTRIC MANHOLE TELEPHONE MANHOLE MANHOLE TV BOX UNKNOWN MANHOLE METER PIT RECHARGE BASIN W/ INLET RECHARGE BASIN RECHARGE BASIN W/ MANHOLE FLARED END OUTLET STONE APRON PIPE STUB UTILITY POLE GUY BORING BENCH PICNIC TABLE BIKE RACK NUMBER OF PARKING SPACES VEHICLE CIRCULATION VEHICLE CIRCULATION EXISTING EVERGREEN TREE BIORETENTION OUTLET S E T MH D W TP ? MP D CO CS H Y D UP TV EL:98.45 SPOT GRADE EL:95.00 TREE STUMP GENERAL CONSTRUCTION NOTES: 1. ALL SITE WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED. 3. UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING THE INSTALLATION OF TEMPORARY FENCING BARRICADES, SAFETY LIGHTING, CONES, POLICE DETAIL AND/OR FLAGMEN AS DETERMINED NECESSARY BY THE TOWN OF BREWSTER. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF POLICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL REQUIRED POLICE DETAIL. 4. 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. 5. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE START CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. 6. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS 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. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF BREWSTER, AND "DIGSAFE" (1-888-344-7233) AT LEAST THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND 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 MUST MAINTAIN 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. 7. COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS REQUIRED. 8. THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND. 9. COORDINATE ALL TRENCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL & STATE AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. IF THIS WORK IS REQUIRED TO OCCUR OUTSIDE THE AGREED UPON HOURS OF OPERATION FOR THE FACILITY, THE CONTRACTOR MUST PLAN ACCORDINGLY. 10. SAWCUT ALL TRENCH WORK WITHIN EXISTING PAVEMENT AS INDICATED ON THE DRAWINGS. BACKFILL AND COMPACT TRENCH WORK AS INDICATED ON THE DRAWING AND IN THE SPECIFICATIONS. IF SETTLEMENT OCCURS DUE TO INADEQUATE COMPACTION, AS DETERMINED BY THE ENGINEER, WITHIN THE WARRANTY PERIOD, CONTRACTOR IS REQUIRED TO REMOVE, PATCH AND REPAVE AFTER ONE COMPLETE 12-MONTH CYCLE. 11. IMPORT ONLY CLEAN MATERIAL. MATERIAL FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000 WILL NOT BE ACCEPTED . 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND MAINTAIN ALL CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. COORDINATE WITH THE ENGINEER THE LOCATION OF ALL CONTROL POINTS AND BENCHMARKS. 13. SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED BY A MASSACHUSETTS' REGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEY WORK. 14. MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS BEEN COMPLETED BY THE ENGINEER. RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR. 15. UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY AND BRIDGES 2020 EDITION, AND THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 30, 2020). 16. PROVIDE ALL CONSTRUCTION SERVICE IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, AND TRENCH WORK. 17. COLLECT SOLID WASTES AND STORE IN A SECURED DUMPSTER. THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. 18. RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE PER SPECIFICATIONS. LEAVE ALL AREAS NOT DISTURBED BY CONSTRUCTION IN THEIR NATURAL STATE. 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. CONSTRUCT ALL WHEELCHAIR RAMPS IN ACCORDANCE WITH MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS AND CONSTRUCTION AND TRAFFIC STANDARD DETAILS DRAWING NUMBER 107.1.0 AND 107.2.0. CONSTRUCT RAMPS WITH AN 8% MAX. SLOPE AND 2% CROSS SLOPE. 20. PROVIDE A UNIT PRICE COST IN CUBIC YARD MEASURE FOR LEDGE AND/OR BOULDER REMOVAL. LEDGE AND/OR BOULDERS LESS THAN 1 CUBIC YARD IN SIZE BASED ON THE AVERAGE DIMENSIONS WILL NOT BE CONSIDERED PAYABLE ROCK. PROVIDE UNIT PRICES FOR BOTH ON AND OFF SITE DISPOSAL. IF ADDITIONAL FILL MATERIAL IS REQUIRED INCLUDE THE COST OF ALL FILL MATERIAL. 21. REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SITE. 22. ALL TRUCKS LEAVING THE SITE MUST BE COVERED. 23. DO NOT WASH ANY CONCRETE TRUCKS ONSITE. REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA. 24. BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED. DO NOT USE ROAD SALT OR OTHER DE-ICING CHEMICALS ON THE ACCESS ROADWAY. 25. AT THE END OF CONSTRUCTION, REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. PERFORM A THOROUGH INSPECTION OF THE WORK PERIMETER. COLLECT AND REMOVE ALL MATERIALS AND BLOWN OR WATER CARRIED DEBRIS FROM THE SITE. 8. INSTALL TEMPORARY CONVEYANCE DEVICES (SWALES, CHECK DAMS, PIPES, ETC.) AS NECESSARY TO CONVEY RUNOFF TO TREATMENT AREAS. 9. BEGIN ROUGH GRADING AREAS FOR ROADS, PARKING AND BUILDINGS. BRING ROUGH GRADING TO PROPER ELEVATIONS AS SOON AS PRACTICABLE. COORDINATE WORK TO MINIMIZE TIME SOILS ARE UN-STABILIZED. 10. BEGIN UTILITY CONSTRUCTION. THE CONTRACTOR IS FREE TO INSTALL THE UTILITIES IN THE SEQUENCE HE/SHE CHOOSES. IMMEDIATELY REPAIR, REPLACE AND STABILIZE ANY EROSION CONTROL DEVICES DISTURBED DURING THE UNDERGROUND UTILITY CONSTRUCTION. MODIFY TEMPORARY CONVEYANCE DEVICES, AS NECESSARY, TO CONVEY RUNOFF TO TREATMENT AREAS. 11. INSTALL DRAINAGE PIPES, DRAINAGE MANHOLES, CATCH BASINS, AND UNDERGROUND DRAINAGE STRUCTURES. BEGIN WORK AT THE STORMWATER MANAGEMENT AREAS AND PROGRESS UP-GRADIENT. PROTECT DISCHARGE OUTLETS WITH RIP-RAP APRONS. THE STORMWATER MANAGEMENT AREA(S) AND DRAINAGE NETWORK ARE TO BE PROTECTED FROM SEDIMENTATION UNTIL ALL UN-STABILIZED AREAS ARE STABILIZED WITH STONE SUB-BASE OR VEGETATION. INSTALL SEDIMENT BARRIERS AT ALL POINTS OF ENTRY INTO THE DRAINAGE NETWORK. TAKE PARTICULAR CARE TO PROTECT THE UNDERGROUND STRUCTURES FROM SEDIMENT. 12. PERMANENTLY SEED ALL DISTURBED AREAS OUTSIDE OF THE AREA TO BE PAVED. 13. UPON COMPLETION OF UNDERGROUND UTILITIES INSTALLATION, PLACE COMPACTED GRAVEL FOUNDATION AND ROUGH GRADE THE ROADWAYS/PARKING AREAS IN ACCORDANCE WITH THE SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS AS SOON AS POSSIBLE. 14. BEGIN ROAD AND PARKING CONSTRUCTION PER SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS. ROADS AND PARKING AREAS ARE NOT TO BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEEN INSTALLED AND ALL PIPE CONNECTIONS COMPLETE. 15. FINISH PERMANENT STABILIZATION. COMPLETE PERMANENT STORMWATER MANAGEMENT AREA SEEDING AND PLANTING AFTER THE CONTRIBUTING AREA TO THE BASIN HAS REACHED A MINIMUM OF 80% STABILIZATION AND IS NO LONGER REQUIRED AS A CONSTRUCTION SEDIMENTATION BASIN. 16. COMPLETE ALL REMAINING PLANTING AND SEEDING. 17. SWEEP THE ROADWAY TO REMOVE ALL SEDIMENTS. REPAIR DRAINAGE OUTLETS AND BASINS AS REQUIRED. CLEAN AND FLUSH THE DRAINAGE STRUCTURES AND PIPES AT THE END OF CONSTRUCTION AND REMOVE ALL ACCUMULATED SEDIMENTS IN THE STORMWATER MANAGEMENT AREAS. CONTRACTOR MUST INSPECT THE DRAINAGE NETWORK AND REPAIR ANY DAMAGE IMMEDIATELY. 18. ENGINEER TO APPROVE THE REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING VEGETATIVE ESTABLISHMENT OF ALL DISTURBED AREAS AND DETERMINE WHEN THE CONTRIBUTING AREA HAS REACHED A MINIMUM OF 80% STABILIZATION. 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. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 5. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. IMMEDIATELY NOTIFY THE ENGINEER IF POSITIVE DRAINAGE CANNOT BE PROVIDED. 6. UNLESS INDICATED OTHERWISE ON THE DRAWINGS OR DETAIL, A MINIMUM CONCRETE FOUNDATION REVEAL OF 8" TO BE PROVIDED AT ALL BUILDING CORNERS. NOTIFY THE ENGINEER AND ARCHITECT IF ANY DEVIATION OR ALTERATION OF FOUNDATION REVEAL IS REQUIRED. 7. REFER TO ARCHITECTURAL PLAN AND SPECIFICATIONS FOR EARTHWORK AND COMPACTION REQUIREMENTS FOR ALL SLABS AND BUILDING FOUNDATIONS. 8. PROPOSED ELEVATIONS ARE SHOWN TO FINISH PAVEMENT OR GRADE UNLESS NOTED OTHERWISE. 9. ALL EARTHWORK AND SITE PREPARATION MUST BE DONE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF ANY SUBSURFACE INVESTIGATION OR GEOTECHNICAL REPORTS PREPARED FOR THIS SITE. 10. ALL DRAINAGE STRUCTURES AND PIPES MUST BE CONNECTED TO THE DRAINAGE SYSTEM PRIOR TO THE INSTALLATION OF ANY PAVEMENT. PAVING WILL NOT BE ALLOWED IF THE DRAINAGE SYSTEM FOR THE PROPOSED PAVED AREA IS NOT COMPLETELY AND PROPERLY INSTALLED. THIS INCLUDES THE STABILIZATION OF ALL DISTURBED AREAS CONTRIBUTING TO THE DRAINAGE SYSTEMS AND ANY STORMWATER BASIN FLOORS AND SIDE SLOPES STORMWATER FACILITY OPERATION & MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES AS OUTLINED BELOW DURING CONSTRUCTION AND UNTIL SUCH TIME THAT THE ROADWAYS AND ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER AND THE ENGINEER. 1. INSPECT AND RESTORE/CLEAN ALL FACILITIES (INLETS, MANHOLES, INFILTRATION BASINS, STORMWATER MANAGEMENT AREAS AS DESCRIBED BELOW OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE. 2. REMOVE AND DISPOSE ALL SEDIMENT AND DEBRIS TO A PRE-APPROVED LOCATION. 3. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL INFORMATION PERTAINING TO STORMWATER FACILITY OPERATION AND MAINTENANCE REQUIREMENTS. MAINTAIN A WORKING COPY OF THE SWPPP ON SITE AT ALL TIMES. 4. AT A MINIMUM INSPECT MONTHLY AND AFTER STORM EVENTS GREATER THAN OR EQUAL TO 1" OF RAINFALL AS NECESSARY FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST 3 MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION. 5. SPECIFIC MAINTENANCE REQUIRED DURING CONSTRUCTION: A.DRAINAGE STRUCTURES (INLETS, MANHOLES, CATCHBASINS, DIVERSION STRUCTURE, WATER QUALITY UNITS): MONITOR AND REGULARLY INSPECT ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES FOR PROPER OPERATION, COLLECTION OF LITTER OR TRASH, AND STRUCTURAL DETERIORATION. CLEAN AND REMOVE SEDIMENT FRO THE STRUCTURES (INCLUDING SUMPS) AS NECESSARY, AND REPAIR WHEN REQUIRED. B.RIP-RAP SLOPE PROTECTION: MONITOR, REGULARLY INSPECT AND REPAIR AS NECESSARY. C.SEDIMENT FOREBAY: REGULARLY INSPECT TO ENSURE PROPER FUNCTION. REMOVE SEDIMENT BUILD-UP ON THE FLOOR OF THE FOREBAY AND PROPERLY DISPOSE , AS NECESSARY, TO LIMIT CLOGGING. CLEAN SEDIMENT FOREBAYS PRIOR TO COMPLETION OF CONSTRUCTION. D.INFILTRATION BASIN: MONITOR AND INSPECT STRUCTURAL COMPONENTS, INCLUDING WEIR WALLS, DRAINAGE INLETS, TRASH CHECK RACKS, OUTLET STRUCTURES AND SPILLWAY, FOR PROPER FUNCTION. CLEAN AND REPAIR ANY CLOGGED OPENINGS IDENTIFIED DURING INSPECTIONS. FOR PROPER OPERATION. REMOVE SEDIMENT OR ORGANIC BUILD-UP FROM THE CONSTRUCTED WETLAND AS NEEDED FOR PROPER OPERATION. REGULARLY INSPECT TO ENSURE THAT DESIGN INFILTRATION RATES ARE BEING MET. IF SEDIMENT OR ORGANIC DEBRIS BUILD-UP LIMITS THE INFILTRATION CAPABILITIES, REMOVE THE TOP 6" OR GREATER AND SURFACE ROTO-TILLED TO A DEPTH OF 12". RESTORE THE BASIN BOTTOM ACCORDING TO ORIGINAL DESIGN SPECIFICATIONS. E.BIORETENTION SYSTEMS AND RAINGARDENS: REGULARLY INSPECT TO ENSURE PROPER FUNCTION. MONITOR AND INSPECT STRUCTURAL COMPONENTS, INCLUDING WEIR WALLS, DRAINAGE INLETS, OUTLET STRUCTURES AND SPILLWAYS, FOR PROPER FUNCTION. CLEAN AND REPAIR ANY CLOGGED STRUCTURES DURING INSPECTIONS. PRIOR TO THE COMPLETION OF CONSTRUCTION, REMOVE AND REPLACE ILL-ESTABLISHED, DEAD OR SEVERELY DISEASED PLANTS, REMOVE SEDIMENT BUILD-UP AS NEEDED, AND REPLACE SOIL WHEN NECESSARY. IF SEDIMENT OR ORGANIC DEBRIS BUILD-UP LIMITS THE INFILTRATION CAPABILITIES, REMOVE THE TOP 6" OR GREATER AND SURFACE ROTO-TILLED TO A DEPTH OF 12". F.GRASS SWALES: PERFORM A GENERAL INSPECTION OF THE SWALE AFTER STORM EVENTS GREATER THAN OR EQUAL TO 1" OF RAINFALL OR MORE FREQUENTLY, AS NEEDED. MAINTENANCE CONSISTS OF REMOVAL OF ANY TRASH AND/OR DEBRIS FROM THE BOTTOM OF THE SWALE, REMOVAL OF SEDIMENT BUILDUP WITHIN THE SWALE, CORRECTING ANY EROSION GULLYING, AND RE-SEEDING, AS NECESSARY. G.GRAVEL WETLAND SYSTEM: MONITOR AND INSPECT STRUCTURAL COMPONENTS OF THE SYSTEM, INCLUDING ORIFICE STRUCTURES, WEIR WALLS, DRAINAGE INLETS, TRASH CHECK RACKS, VALVES, PIPES, UNDERGROUND STRUCTURES AND SPILLWAY FOR PROPER FUNCTION. CLEAN AND REPAIR ANY CLOGGED OPENINGS IDENTIFIED DURING INSPECTIONS. FOR PROPER OPERATION. REMOVE SEDIMENT OR ORGANIC BUILD-UP FROM THE CONSTRUCTED WETLAND AS NEEDED FOR PROPER OPERATION. . REMOVE AND REPLACE ILL-ESTABLISHED, DEAD OR SEVERELY DISEASED PLANTS REMOVE SEDIMENT AND/OR ORGANIC MATTER BUILD-UP ON THE GRAVEL WETLAND SURFACE AS REQUIRED FOR PROPER OPERATION. H.CONSTRUCTED WETLAND SYSTEM: MONITOR AND INSPECT STRUCTURAL COMPONENTS OF THE SYSTEM, INCLUDING ORIFICE STRUCTURES, WEIR WALLS, DRAINAGE INLETS, TRASH CHECK RACKS, VALVES, PIPES, AND SPILLWAY STRUCTURES, FOR PROPER FUNCTION. CLEAN AND REPAIR ANY CLOGGED OPENINGS IDENTIFIED DURING INSPECTIONS. FOR PROPER OPERATION. REMOVE SEDIMENT OR ORGANIC BUILD-UP FROM THE CONSTRUCTED WETLAND AS NEEDED FOR PROPER OPERATION. REMOVE AND REPLACE ILL-ESTABLISHED, DEAD OR SEVERELY DISEASED PLANTS. PRUNE AND REMOVE FROM THE SITE ANY INVASIVE VEGETATION ENCROACHING UPON THE PERIMETER OF THE FACILITY. CHECK EMBANKMENTS FOR STABILITY AND REMOVE ANY BURROWING ANIMALS. RE-VEGETATE PER THE PLANTING DESIGN ALL BARREN AREAS WITHIN THE EXTENTS OF THE FACILITY. I.ROUTINE MAINTENANCE: OTHER ROUTINE MAINTENANCE INCLUDES THE REMOVAL OF TRASH AND LITTER FROM PAVED AND PERIMETER AREAS, AND STREET AND PARKING LOT SWEEPING UPON COMPLETION OF CONSTRUCTION TO AVOID EXCESSIVE ACCUMULATION OF SEDIMENT IN THE DRAINAGE SYSTEM. INSPECT THE PIPES AND STRUCTURES FOR SEDIMENT ACCUMULATION AND PROPER FLOW. WATER & SEWER INSTALLATION NOTES 1.INSTALL SEWER AND WATER MAINS ACCORDING TO THE FOLLOWING GUIDELINES TO PREVENT FREEZING OF THE MAIN OR SEWER: UTILITY TYPE MIN. COVER OVER MIN. HORIZONTAL DISTANCE TOP OF PIPE TO DRAIN STRUCTURE SANITARY FORCEMAIN 5'3' GRAVITY SEWER 4'2' WATER MAIN 5'2' 2.INSULATE SANITARY FORCE MAINS, WATER MAINS, HYDRANT PIPING AND DEAD END WATER LINES WHERE SOIL COVER OR HORIZONTAL SEPARATION TO PRECAST STRUCTURES IS LESS THAN THE DISTANCE SPECIFIED ABOVE AND/OR WHERE SHOWN ON PLANS. 3.INSULATION: 2" THICK POLYURETHANE INSULATION WITH PVC JACKET PLACED AROUND PIPE OR DESIGNER APPROVED EQUAL. 4.WATER AND SEWER SEPARATION IS TYPICALLY 10-FEET MINIMUM HORIZONTAL AND 18-INCHES VERTICAL WITH SEWER MAINS BELOW THE WATER MAINS (SEE DETAIL). IF SITE CONDITIONS REQUIRE LESS, THEN INSTALL UTILITIES AS INDICATED ON DETAILS. WATER SYSTEM INSTALLATION NOTES: 1.CONSTRUCT THE WATER MAIN AND ITS APPURTENANCE IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT'S STANDARDS AND SPECIFICATIONS AND PAY FOR ALL ASSOCIATED FEES AS REQUIRED BY THE WATER DEPARTMENT. 2.ALL PROPOSED WATER MAIN 4-INCHES AND GREATER IN DIAMETER ARE DUCTILE IRON CLASS 52. ONLY USE HDPE 3408 OR AS INDICATED ON DRAWINGS OR AS APPROVED BY THE ENGINEER. 3.SUPPLY TWO COPIES OF SWORN CERTIFICATES TO PROVE THAT ALL PIPES AND FITTINGS ARE INSPECTED AND TESTED AS REQUIRED BY THE STANDARD SPECIFICATIONS TO WHICH THE MATERIAL IS MANUFACTURED. 4.GATE VALVES: MUELLER (A 2360 SERIES), CLOW (AWWA STANDARD C509 SERIES), AMERICAN DARLING (RESILIENT WEDGE) OR APPROVED EQUAL. 5.PROVIDE GATE VALVES ON ALL HYDRANT BRANCHES AND WATER MAIN. THE GATE VALVE TO TURN TO THE RIGHT TO OPEN (CLOCKWISE). ALL BOLTS AND NUTS MUST BE RUST PROOF STEEL. 6.CLEAR ALL NEWLY INSTALLED WATER SYSTEM COMPONENTS OF ALL FOREIGN MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING . NO TESTING IS ALLOWED WITHOUT REMOVAL OF ALL FOREIGN MATERIALS. 7.CONTRACTOR IS RESPONSIBLE FOR CONDUCTING A PRESSURE TEST AND DISINFECTION TEST OF ALL WATER MAINS. THE TESTS MUST WITNESSED BY THE APPROVED INSPECTOR OR THE ENGINEER. THE CONTRACTOR MUST PROVIDE A MINIMUM OF 48-HOUR ADVANCE NOTICE TO THE LOCAL WATER DEPARTMENT PRIOR TO THE PRESSURE AND DISINFECTION TESTS. THE CONTRACTOR MUST PROVIDE ALL NECESSARY EQUIPMENT AND CHEMICALS TO PROPERLY CONDUCT THE TESTS. 8.INSTALL AND REMOVE ALL NECESSARY BLOWOFFS REQUIRED FOR THIS PROJECT AT NO EXTRA COST TO THE OWNER. 9.COLLECT ALL BACTERIOLOGICAL SAMPLES AND PAY FOR ALL RELATED LABORATORY FEES. 10.MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL AND VERTICAL LOCATION WITH TWO TIES OF ALL SYSTEM COMPONENTS INSTALLED. AS-BUILT DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE PREPARATION OF RECORD PLANS. SEWER SYSTEM OPERATION & MAINTENANCE: 1. CLEAN ALL NEWLY INSTALLED FACILITIES, INCLUDING SEWER COLLECTION SYSTEM OF ALL FOREIGN MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING. TESTING MUST BE WITNESSED AND INSPECTED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL OF ALL FOREIGN MATERIALS. 2. CONDUCT A LEAKAGE TEST OF ALL SEWER MAINS. TEST MUST BE WITNESSED BY THE ENGINEER. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH A MINIMUM OF 48-HOURS ADVANCE NOTICE TO THE TIME OF THE PRESSURE TEST. 3. TEST SEWER PIPES FOR LEAKAGE WITH THE FOLLOWING PROCEDURE. INTRODUCE LOW PRESSURE AIR INTO THE SEAL LINE (WITH PNEUMATIC PLUGS) UNTIL THE INTERNAL AIR PRESSURE REACHES 4 psi GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY BE OVER THE PIPE. ALLOW AT LEAST 2 MINUTES FOR AIR PRESSURE TO STABILIZE. AFTER THE STABILIZATION PERIOD (3.5 psi MINIMUM PRESSURE IN THE PIPE), THE PORTION OF PIPE TESTED IS ACCEPTABLE IF THE TIME REQUIRED IN MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 psi IS NOT LESS THAN 1.90 TIMES THE LENGTH OF PIPE BEING TESTED. 4. VACUUM TEST ALL SEWER MANHOLES. TESTS MUST BE WITNESSED BY THE ENGINEER UNLESS THE SEASONAL GROUNDWATER LEVEL IS MORE THAN 10 FEET FROM THE BOTTOM OF THE MANHOLE. 5. MANDREL TEST ALL SEWER MAINS AFTER 30 DAYS. TESTS MUST BE WITNESSED BY A TOWN REPRESENTATIVE OR THE ENGINEER. BASIC CONSTRUCTION SEQUENCE: THE FOLLOWING CONSTRUCTION SEQUENCE IS TO BE USED AS A GENERAL GUIDELINE. COORDINATE WITH THE OWNER, ENGINEERS, AND LANDSCAPE ARCHITECT 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 INDICATED ON DRAWINGS AND STAKED OUT IN THE FIELD. UNDER NO CIRCUMSTANCES IS THE LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMIT OF DISTURBANCE AS INDICATED ON THE APPROVED DRAWINGS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES IN LOCATIONS INDICATED ON DRAWINGS. NO OTHER ENTRANCES ARE TO BE USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION OR DELIVERY VEHICLES. 4. BEGIN CLEARING THE SITE AS REQUIRED. 5. SURVEY AND STAKE CENTERLINE OF THE PROPOSED ROADS, STORMWATER MANAGEMENT AREAS, AND DRAINAGE LINES. 6. EXCAVATE AND ROUGH GRADE THE PROPOSED STORMWATER MANAGEMENT AREAS AND ANY ADDITIONAL TEMPORARY BASINS NECESSARY TO CONTROL SITE RUNOFF AND SEDIMENTS. TEMPORARILY STABILIZE/SEED PERMANENT STORMWATER MANAGEMENT AREAS AS NECESSARY TO REDUCE SIDE SLOPE EROSION AND SEDIMENT ACCUMULATION. 7. BEGIN CLEARING AND GRUBBING THE AREAS OF ROADWAYS AND STORMWATER MANAGEMENT AREAS. TOPSOIL IS TO BE STRIPPED FROM THE AREA OF THE PROPOSED ROADWAYS AND STORMWATER MANAGEMENT AREAS AND STOCKPILED IN APPROVED LOCATIONS. TOPSOIL STOCKPILES MUST BE PROTECTED BY A SEDIMENT BARRIER. PERMITTING SET ONLY NOT FOR CONSTRUCTION WV N/F CAPTAINS VILLAGE HOMEOWNERS 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI 626 MILLSTONE ROAD N/F SMOLLER 636 MILLSTONE ROAD N/F CHIPMAN 648 MILLSTONE ROAD N/F MOUNT 656 MILLSTONE ROAD N/F REYNOLDS 26 AGASSIZ STREET N/F COPLEY 692 MILLSTONE ROAD N/F ELLIS 704 MILLSTONE ROAD N/F REEVES 714 MILLSTONE ROAD N/F HURST 724 MILLSTONE ROAD N/F HILL & YORDANOV 736 MILLSTONE ROAD N/F GLIDDEN 742 MILLSTONE ROAD N/F SYLVER770 MILLSTONE ROAD N/F MAGELANER 72 CAPTAINS VILLAGE LANE N/F MILLEN 6 AGASSIZ STREET N/F DREW 19 AGASSIZ STREET N/F SCHNEIDER 90 CAPTAINS VILLAGE LANE N/F FERNANDO 114 CAPTAINS VILLAGE LANE N/F MILLEN 132 CAPTAINS VILLAGE LANE N/F DELONG 560 MILLSTONE ROAD N/F BERBRINN/F OCEAN'S EDGE RESORT LLC MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± S0 5 ° 3 8 ' 3 6 " W 78 2 . 4 3 ' S0 4 ° 0 9 ' 5 6 " W 31 9 . 3 4 ' N80° 15' 16"E 372.85' N83° 11' 36" E 695.76' N74° 44' 17"E 630.60' L=149.99' R =975.00' N1 0 ° 2 4 ' 4 8 " E 12 6 . 3 6 ' S86° 2 2 ' 5 5 " E 265.3 9 ' N0 4 ° 2 6 ' 2 3 " E 12 3 . 8 0 ' N0 4 ° 2 6 ' 2 3 " E 99 . 2 1 ' N0 4 ° 2 6 ' 2 3 " E 98 . 1 8 ' N0 4 ° 2 6 ' 2 3 " E 98 . 8 7 ' N0 4 ° 2 6 ' 2 3 " E 99 . 9 6 ' N84° 06' 22 " E 151.11' N0 4 ° 2 6 ' 2 3 " E 99 . 3 8 ' N0 4 ° 2 6 ' 2 3 " E 10 0 . 2 2 ' N0 4 ° 2 6 ' 2 3 " E 10 0 . 2 3 ' S0 6 ° 0 2 ' 0 0 " W 22 7 . 0 5 ' S04° 26' 23"W 40.00' S0 4 ° 2 6 ' 2 3 " W 12 5 . 0 0 ' S0 4 ° 2 6 ' 2 3 " W 85 . 0 0 ' S0 4 ° 2 6 ' 2 3 " W 85 . 0 0 ' S0 4 ° 2 6 ' 2 3 " W 85 . 0 0 ' S0 4 ° 2 6 ' 2 3 " W 85 . 0 0 ' S0 4 ° 2 6 ' 2 3 " W 85 . 0 0 ' N85° 43' 4 5 " E 281.75' N83° 15' 20 " E 524.98' 792 MILLSTONE ROAD N/F MORGAN 756 MILLSTONE ROAD N/F HENDERSON N2 8 ° 4 4 ' 5 0 " E 89 . 8 4 ' REBAR FND CBDH FND CBDH FND CBDH FND CBDH FND CBDH FND 20' WIDE WATER E A S E M E N T CBDH FND CBD FND CBD FND CBD FND CBD FND CBD FND LCB FND LCB FND CBCTR FND IP FND CBREB FND MI L L S T O N E R O A D AGASS I Z S T R E E T PU B L I C 5 0 ' W I D E FERN LANE PRIVATE 40' WIDE SHEET C-4 M A 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 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 : of (in feet) GRAPHIC SCALE 080 40 80 160 320 1 INCH = 80 FEET M C L / E W H 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 w w 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 . 12 / 2 2 / 2 2 PR O P E R T Y L I N E P L A N 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : N o v e m b e r 2 9 , 2 0 2 2 Pr e s e r v a t i o n o f Af f o r d a b l e H o u s i n g , In c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 1 122084 3 3 19of C - M C L DW M MB 598 WV UP 31 UP 30 MB 560 UP 29 TP-2 TP-3 TP-5 TP-1 TP-4 TP-7 TP-8 TP-6 TP-9 12" 8" 24" 10"12" 12" 10" 36" 16" 16" 8" 18" 24" 10"10"8" 20" 10" 12" 18"8" 20" 18" 18" 10" 12" 12" 16" 10" 14" 30"12" 12" 12" 8" 30" 12" 10" 8" 8" 30" 10" 10" 10" 12" 12" 8" 10" 8" 14" 12" 12"10" 8" 10" 16" 30"12" 30" 12" 14" 14"14" 14" 10" 16" 10" 10" 10" 10" 8" 8" 8"12" 12" 12" 10" 8" 8" 8" 8"10" 8"8"10" 12" 8" 10"18" 10" 8" 8" 8" 12" 12" 10" 8" 8" 8" 12"8"12" 14" 14" 14" 8" 12"14" 8" 12" 10" 10" 10" 10" 12" 12" 8"8" 8" 10"36" 10" 10" 8" 8"18" 16"8" 20"10" 30" 12" 10" 8" 14" 8"8" 10"8" 12" 12"12" 8"12" 12" 10"10" 8" 12" 10" 12" 12" 20" 8" 10" 8" 12" 12" 16"10" 18"12" 12" 10" 10" 20" 8"20" 12" 24" 10" 10" 8" 8" 8" 16" 10" 10" 10" 10" 10"10" 20" 8"8"8" 16" 8" 14" 12" 12" 10" 10"10" 14" 16" 8" 10" 10" 16" 12" 10" 10" 12" 16" 8" 12" 10" 8" 14" 8" 12" 12" 8" 10" 8" 8" 10"14" 8"12" 12" 12" 10" 12" 14" 12" 10" 8" 12" 14" 8" 10"12" 8" 10" 8" 16" 10" 12" 10" 8" 10" 8" 12" 16" 14" 10"8" 10"12" 8"8" 8"10" 8"16" 10" 14" 12"12" 10"18" 8" 10" 8" 8" 8" 14" 14" 10" 14" 14" 8" 12" 20" 8" 10" 14" 10" 9" 10" 12" 8" 8" 9" 8" 14" 12" 8" 12"10" 10" 8" 12" 11" 10" 8" 10" 14" 10" 10" 12" 10" 10" 18"8"12" 9" 15" 14"8" 12" 10" 30" 15" 8" 8" 12"11" 10" 14" 14"8"20"12" 12"15" 12"12" 11"10" 24" 12" 12" 10" 9" 10" 8" 14" 16"12" 8" 10" 8" 12"10" 18" 10" 10" 10"11" 10" 10" 12" 10" 9"10"10" 18" 8" 12" 10" 9" 10" 10"8" 11" 11" 10"10" 12" 18" 12" 12" 12" 10" 8" 10" 11" 12" 12" 12" 11" 16" 12" 10" 9" 8" 11" 12" 12"18" 13" 12" 10" 12"14" 10" 12" 11" 12" 10" 9" 11" 14" 14" 12" 8" 8"9" 10" 8" 12" 15"11" 9" 9" 14" 8" 10" 8" 8" 8" 20"8" 20" 10" 9" 8" 22" 12"10" 10" 12" 14" 12" 16" 11"11" 8" 8"9" 14" 14"8" 12" 14" 8"18" 8"24" 10" 13" 14" 8" 16" 8" 10" 9"10" 10" 10" 14"11" 12" 12" 15"10" 8"10" 9" 8" 22"8" 8" 12"10"10" 9" 8" 13" 14" 16" 10" 16" 10" 10" 14" 14" 8" 9"8"10" 10" 12"14" 20" 8" 8" 12" 12" 8" 10" 10" 12" 10" 9" 8"12"14"8"12" 12" 8" 14" 12"10" 16" 10"10" 8" 10" 9"10" 8" 8" 10" 10" 12"10" 18"9" 10"10" 10" 8" 12"12" 8" 8" 12" 12" 8" 10" 12"16" 8" 10" 12" 12" 8" 8" 10" 24" 18"8" 10"9" 18" 10"12" 16" 10" 8"12" 20" 14" 12" 8" 20" 12" 12" 10" 10"9" 12" 8" 10" 18" 9" 8" 22"8" 9"16"9" 12" 8"10" 12" 10" 9"12" 8" 20" 12" 8" 8"14" 8"10" 8" 9" 8" 10" 8" 20" 9"8" 10" 10"10" 8" 8" 8" 14" 9"12"12" 8" 9"8" 10" 16"9" 12" 9" 10" 12" 9" 8" 9" 8" 16" 12" 24" 20" 16"8"9" 9"9" 9" 10"20" 10" 8" 10" 9" 12"12" 12" 10" 16" 10" 10"8"12" 8" 15" 10"12" 9" 18" 9"12" 10" 10" 12"12" 14" 8"9"12" 14" 12" 12" 10" 9"16" 14"8"10"12" 8" 12" 10" 14" 12" 8" 9" 8" 12" 8" 10"10" 8" 9" 9"15" 14" 16" 9"8" 8" 9" 8" 9" 14" 9" 12" 9" 12"8" 10"21" 9"9" 14"18" 16" 9" 10"12" 16" ED G E O F C L E A R I N G SHED SHED HOUS E HOUSE N/F CAPTAINS VILLAGE HOMEOWNERS 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI 626 MILLSTONE ROAD N/F SMOLLER 636 MILLSTONE ROAD N/F CHIPMAN 648 MILLSTONE ROAD N/F MOUNT 560 MILLSTONE ROAD N/F BERBRIN N/F OCEAN'S EDGE RESORT LLC MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± S0 4 ° 0 9 ' 5 6 " W 31 9 . 3 4 ' N80° 15' 16"E 372.85' N74° 44' 17"E 630.60' L=149.99' R =975.00' N1 0 ° 2 4 ' 4 8 " E 12 6 . 3 6 ' S86° 2 2 ' 5 5 " E 265.3 9 ' N0 4 ° 2 6 ' 2 3 " E 98 . 1 8 ' N0 4 ° 2 6 ' 2 3 " E 98 . 8 7 ' N0 4 ° 2 6 ' 2 3 " E 99 . 9 6 ' N84° 06' 22 " E 151.11' N0 4 ° 2 6 ' 2 3 " E 99 . 3 8 ' N0 4 ° 2 6 ' 2 3 " E 10 0 . 2 2 ' N0 4 ° 2 6 ' 2 3 " E 10 0 . 2 3 ' 25' ZONING SETB A C K 25' ZONING SETBACK BOULDER BOULDER 40 ' Z O N I N G S E T B A C K N83° 15' 20 " E 524.98' N2 8 ° 4 4 ' 5 0 " E 89 . 8 4 ' REBAR FND CBDH FND CBDH FND CBDH FND CBDH FND CBDH FND CBD FND CBD FND CBD FND LCB FND LCB FND CBCTR FND IP FND CBREB FND MI L L S T O N E R O A D ST O C K A D E F E N C E PU B L I C 5 0 ' W I D E BENCHMARK EL:105.40 105 100 95 90 85 10 0 100 95 93 94 95 95 100 105 100 95 90 8889 105 10 5 106106 10 4 101 101 102 10 3 100 100 106 107 107 110 10 5 10 0 97 98 99 100 100 105 98 98 99 99 101 101 102 103 104 106 95 10 0 91 92 93 94 96 97 98 99 10 1 10 09899 10 110 1 10 2 10 2103 10 3 95 93 94 96 106 104 105 10 2 10 6 111 106 106 10 7 108 96 10 0 96 97 98 99 101 105 103 104 100 97 98 99 95 90 90 108 109 10 5 10 6 10 7 10 8 104 101102 103 10 4 101 10 2 10 3 104 100 105 106 107 10510 6 FERN LANE PRIVATE 40' WIDE M A 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 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 : (in feet) GRAPHIC SCALE 040 20 40 80 160 1 INCH = 40 FEET Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : SURVEY NOTES 1.THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE TAKEN FROM OUTERMOST LAND SURVEY, INC, AND HAVE BEEN SUPPLEMENTED BY AN ON THE GROUND FIELD SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. NOVEMBER 29, 2022. 2.HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM NAD 83. VERTICAL DATUM IS NAVD 88. DATUM ESTABLISHED FROM PLAN TITLED "PLAN OF LAND, AGASSIZ WAY, OFF MILLSTONE ROAD," PREPARED BY OUTERMOST LAND SURVEY, INC DATED SEPTEMBER 25, 2018. 3.THE PROPERTY LINES AND RIGHTS OF WAYS DEPICTED HAVE BEEN ESTABLISHED FROM FIELD SURVEY AND PLANS AND DEEDS OF RECORD. 4.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF BREWSTER, 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. 5.UTILITY PROVIDERS: ELECTRIC-EVERSOURCE TELEPHONE-VERIZON WATER-MUNICIPAL GAS-NATIONAL GRID 6.THE PROPERTY IS LOCATED WITHIN F.I.R.M ZONE X AS SHOWN ON COMMUNITY PANEL NO. 25001C0418J DATED JULY 16, 2014. 7.REFERENCE PLANS: 1.) "PLAN OF LAND, AGASSIZ WAY, OFF MILLSTONE ROAD," PREPARED BY OUTERMOST LAND SURVEY, INC. DATED SEPTEMBER 25, 2018 BARNSTABLE COUNTY REGISTRY OF DEEDS 2.) PLAN BOOK 191 PAGE 85 SH2 3.) PLAN BOOK 253 PAGE 52 4.) PLAN BOOK 552 PAGE 23 5.) PLAN BOOK 411 PAGE 94 6.) PLAN BOOK 397 PAGE 6 7.) PLAN BOOK 399 PAGE 96 8,) PLAN BOOK 377 PAGE 63 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 w w 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 . EX I S T I N G C O N D I T I O N S 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : N o v e m b e r 2 9 , 2 0 2 2 Pr e s e r v a t i o n o f Af f o r d a b l e H o u s i n g , In c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 22084 E 10YR 4/1 MEDIUM SAND Bw 10YR 5/6 LOAMY SAND C1 10YR 5/4 LOAMY SAND C2 10YR 8/4 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 0"106.0 TP 1 (529) PERFORMED BY: M. LEHMAN, HORSLEY WITTEN GROUP, INC. DATE: DECEMBER 6, 2022 SOIL TEST PIT DATA 3" 20" 84" 120" 105.8 104.3 99.0 96.0 E 10YR 5/2 MEDIUM SAND Bw 10YR 4/6 LOAMY SAND C1 10YR 5/6 FINE SANDY LOAM C2 10YR 6/6 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 0"94.0 TP 2 (525) 3" 28" 108" 156" 93.8 91.7 85.0 81.0 E 10YR 5/1 MEDIUM SAND Bw 10YR 4/6 FINE SAND C1 10YR 6/6 GRAVELLY- MEDIUM SAND C2 10YR 5/6 LOAMY SAND 0"96.0 TP 3 (563) 6" 24" 60" 102" 95.5 94.0 91.0 87.5 C3 10YR 7/3 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 126"85.5 E 10YR 5/2 MEDIUM SAND Bw 10YR 5/6 FINE SAND C1 10YR 6/6 MEDIUM SAND C2 10YR 5/6 GRAVELLY- COARSE SAND 0"106.0 TP 4 (531) 6" 30" 54" 72" 105.5 103.5 101.5 100.0 C3 10YR 8/2 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 120"96.0 E 10YR 5/1 MEDIUM SAND Bw 10YR 4/6 MEDIUM SAND C1 10YR 4/5 MEDIUM SAND C2 10YR 7/4 FINE SAND 0"101.0 TP 5 (527) 3" 30" 51" 72" 105.5 103.5 101.5 100.0 C3 10YR 4/4 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 120"96.0 E 10YR 4/1 MEDIUM SAND Bw 10YR 4/6 MEDIUM SAND C1 10YR 6/4 SANDY LOAM C2 10YR 7/1 COARSE SAND 0"95.0 TP 6 (543) 3" 30" 64" 104" 94.8 92.5 89.7 86.3 C3 10YR 8/2 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 120"85.0 E 10YR 4/1 MEDIUM SAND Bw 10YR 4/6 MEDIUM SAND C1 10YR 6/4 SANDY LOAM C2 10YR 7/1 COARSE SAND 0"96.5 TP 7 (533) 3" 26" 40" 76" 96.3 94.3 93.2 90.2 C3 10YR 8/2 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 120"86.5 E 10YR 4/1 FINE SAND Bw 10YR 6/8 MEDIUM SAND C1 10YR 4/8 MEDIUM SAND C2 10YR 5/6 FINE SANDY LOAM 0"96.0 TP 8 (541) 4" 32" 48" 84" 95.7 93.3 92.0 89.0 C3 7.5YR 4/6 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 120"86.0 E 10YR 4/1 MEDIUM SAND Bw 10YR 5/4 LOAMY SAND C1 10YR 5/6 LOAMY SAND C2 10YR 6/8 MEDIUM SAND 0"100.0 TP 9 (549) 4" 8" 20" 84" 99.7 99.3 98.3 93.0 C3 5YR 5/6 COARSE SAND NO GROUNDWATER FEATURES OBSERVED 120"90.0 A 10YR 4/3 SANDY LOAM 102"91.5 PERC #1 45" PERC #1 90.3 PERC #2 36" PERC #2 103.0 of1 1 4 4 19of C - M C L / E W H 12 / 2 2 / 2 2 M C L DW M MB 598 WV UP 31 UP 30 MB 560 TP-2 TP-3 TP-5 TP-1 TP-4 TP-7 TP-8 TP-6 TP-9 12" 8" 24" 10"12"12" 10" 36" 16" 16" 8" 18" 24" 10"10"8" 20" 10" 12" 18"8" 20"18" 18" 10" 12" 12" 16" 10" 14" 30"12" 12" 12" 8" 30" 12" 10" 8" 8" 30" 10" 10" 10" 12" 12" 8" 10" 8" 14" 12" 12"10" 8" 10" 16" 30"12" 30" 12" 14" 14"14" 14" 10" 16" 10" 10" 10" 10" 8" 8" 8"12"12" 12" 10" 8" 8" 8" 8"10" 8"8"10" 12" 8" 10"18" 10" 8" 8" 8" 12" 12" 10" 8" 8" 8" 12"8"12" 14" 14" 14" 8" 12"14" 8" 12" 10" 10" 10" 10" 12" 12" 8"8" 8" 10"36" 10" 10" 8" 8"18" 16"8" 20"10" 30" 12"10" 8" 14" 8"8"10"8" 12" 12"12" 8"12" 12" 10"10" 8" 12" 10" 12" 12" 20" 8" 10" 8" 12" 12" 16"10" 18"12" 12" 10" 10" 20" 8"20" 12" 24" 10" 10" 8" 8" 8" 16" 10" 10" 10" 10" 10"10" 20" 8"8"8" 16" 8" 14" 12" 12" 10" 10"10" 14" 16" 8" 10" 10" 16" 12" 10" 10" 12" 16" 8" 12" 10" 8" 14" 8" 12" 12" 8" 10" 8" 8" 10"14" 8"12" 12" 12" 10" 12" 14" 12" 10" 8" 12" 14" 8" 10"12" 8" 10" 8" 16" 10" 12" 10" 8" 10" 8" 12" 16" 14" 10"8" 10"12" 8"8" 8"10" 8"16" 10" 14" 12"12" 10"18" 8" 10" 8" 8" 8" 14" 14" 10" 14" 14" 8" 12" 20" 8" 10" 14" 10" 9" 10" 12" 8" 8" 9" 8" 14" 12" 8" 12"10" 10" 8" 12" 11" 10" 8" 10" 14" 10" 10" 12" 10" 10" 18"8"12" 9" 15" 14"8" 12" 10" 30" 15" 8" 8" 12"11" 10" 14" 14"8"20"12" 12"15" 12"12" 11"10" 24" 12" 12" 10" 9" 10" 8" 14" 16"12" 8" 10" 8"12"10" 18" 10" 10" 10"11" 10" 10" 12" 10" 9"10"10" 18" 8" 12" 10" 9" 10"10"8" 11"11" 10"10" 12" 18" 12" 12" 12" 10" 8" 10" 11" 12" 12" 12" 11" 16" 12" 10" 9" 8" 11" 12" 12"18" 13" 12" 10" 12"14" 10" 12" 11" 12" 10" 9" 11" 14" 14" 12" 8" 8"9" 10" 8" 12" 15"11" 9" 9" 14" 8" 10" 8" 8" 8" 20"8" 20" 10" 9" 8" 22" 12"10" 10" 12" 14" 12" 16" 11"11" 8" 8"9" 14" 14"8"12" 14" 8"18" 8"24" 10" 13" 14" 8" 16" 8" 10" 9"10" 10" 10" 14"11" 12" 12" 15"10" 8"10" 9" 8" 22"8" 8" 12"10"10" 9" 8" 13" 14" 16" 10" 16" 10" 10" 14" 14" 8" 9"8"10" 10" 12"14" 20" 8" 8" 12" 12" 8" 10" 10" 12" 10" 9" 8"12"14"8"12" 12" 8" 14" 12"10"16" 10"10" 8" 10" 9"10" 8" 8" 10" 10" 12"10" 18"9" 10"10" 10" 8" 12"12" 8" 8" 12" 12" 8" 10" 12"16" 8" 10" 12" 12" 8" 8" 10" 24" 18"8" 10"9" 18" 10"12"16" 10" 8"12" 20" 14" 12" 8" 20" 12" 12" 10" 10"9" 12" 8" 10" 18" 9" 8" 22"8" 9"16"9" 12" 8"10" 12" 10" 9"12" 8" 20" 12" 8" 8"14" 8"10" 8" 9" 8" 10" 8"20" 9"8" 10" 10"10" 8" 8" 8" 14" 9"12"12" 8" 9"8" 10" 16"9" 12" 9" 10" 12" 9" 8" 9" 8" 16" 12" 24" 20" 16"8"9" 9"9" 9" 10"20" 10" 8" 10" 9"12"12" 12" 10" 16" 10" 10"8"12" 8" 15" 10"12" 9" 18" 9"12" 10" 10" 12"12" 14" 8"9"12" 14" 12" 12" 10" 9"16" 14"8"10"12" 8" 12" 10" 14" 12" 8" 9" 8" 12" 8" 10"10" 8" 9" 9"15" 14"16" 9"8" 8" 9" 8" 9" 14" 9" 12" 9" 12"8" 10"21" 9"9" 14"18" 16" 9" 10"12" 16" ED G E O F C L E A R I N G SHED SHED HOUS E HOUSE N/F CAPTAINS VILLAGE HOMEOWNERS 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI 626 MILLSTONE ROAD N/F SMOLLER 636 MILLSTONE ROAD N/F CHIPMAN 648 MILLSTONE ROAD N/F 560 MILLSTONE ROAD N/F BERBRIN N/F OCEAN'S EDGE RESORT LLC MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± S0 4 ° 0 9 ' 5 6 " W 31 9 . 3 4 ' N80° 15' 16"E 372.85' N74° 44' 17"E 630.60' L=149.99' R=975.00' N1 0 ° 2 4 ' 4 8 " E 12 6 . 3 6 ' S86° 2 2 ' 5 5 " E 265.3 9 ' N0 4 ° 2 6 ' 2 3 " E 98 . 1 8 ' N0 4 ° 2 6 ' 2 3 " E 98 . 8 7 ' N0 4 ° 2 6 ' 2 3 " E 99 . 9 6 ' N84° 06' 22 " E 151.11' N0 4 ° 2 6 ' 2 3 " E 99 . 3 8 ' N0 4 ° 2 6 ' 2 3 " E 10 0 . 2 2 ' N0 4 ° 2 6 ' 2 3 " E 10 0 . 2 3 ' 25' ZONING SETB A C K 25' ZONING SETBACK BOULDER BOULDER 40 ' Z O N I N G S E T B A C K N2 8 ° 4 4 ' 5 0 " E 89 . 8 4 ' REBAR FND CBDH FND CBDH FND CBDH FND CBD FND CBD FND CBD FND LCB FND LCB FND CBCTR FND IP FND CBREB FND MI L L S T O N E R O A D ST O C K A D E F E N C E PU B L I C 5 0 ' W I D E BENCHMARK EL:105.40 105 100 95 100 95 93 94 95 95 100 105 100 95 90 8889 105 10 5 10 4 101 101 102 10 3 100 100 106 107 107 110 105 10 0 97 98 99 100 100 105 98 98 99 99 101 101 102 103 104 106 95 10 0 91 92 93 94 96 97 98 99 10 1 10 09899 10 110 1 10 2 10 2103 10 3 95 93 94 96 106 104 111 106 106 10 7 108 96 10 0 96 97 98 99 101 105 103 104 100 97 98 99 90 108 109 10 5 10 6 10 7 10 8 104 101102 103 10 4 105 106107 10510 6 FERN LANE PRIVATE 40' WIDE SF SF SF SF SF LIMIT OF WORK APPROX. 205,000 SF SILT SOCK FENCE, TYP. STONE CONSTRUCTION ENTRANCE SILT SOCK FENCE AROUND PROPOSED INFILTRATION BASIN SILT SOCK FENCE AROUND PROPOSED BIORETENTION AREAS SILT SOCK FENCE AROUND PROPOSED BIORETENTION AREAS STOCKPILE AREA REMOVE AND DISPOSE OF BOULDER SILT SOCK FENCE AROUND PROPOSED BIORETENTION AREA MI L L S T O N E R O A D SF SFSF SF SF SF SF SF SFSFSFSFSFSF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT SOCK FENCE AROUND PROPOSED BIORETENTION AREAS 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C DE M O L I T I O N & E R O S I O N C O N T R O L P L A N 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 5 1922084of la s t m o d i f i e d : 0 5 / 0 1 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - E S C . d w g (in feet) GRAPHIC SCALE 040 20 40 80 160 1 INCH = 40 FEET 5C - Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : Su s t a i n a b l e E n v i r o n m e n t a l S o l u t i o n s w w 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 . GENERAL DEMOLITION NOTES: THIS PLAN SET DOES NOT INCLUDE DETAILS & SPECIFICATIONS FOR ALL DEMOLITION WORK REQUIRED WITHIN THE PROPOSED CONSTRUCTION LIMITS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER, PROJECT ARCHITECT, MECHANICAL ENGINEERS AND OTHER PROJECT ENGINEERS INVOLVED WITH THE PROPOSED NEW CONSTRUCTION TO DEVELOP A SUITABLE DEMOLITION PLAN, WHICH WILL ALLOW THE FACILITIES TO REMAIN IN OPERATION DURING THE ENTIRETY OF CONSTRUCTION. 1.UNLESS OTHERWISE NOTED, THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION, DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL EXISTING SITE ELEMENTS AND STRUCTURES INCLUDING, BUT NOT LIMITED TO, BUILDINGS, ROADWAYS, PARKING AREAS, PARKING ISLANDS, BITUMINOUS CONCRETE, CEMENT CONCRETE, GRAVEL, CURBS, WALKWAYS, SIDEWALKS, BERMS, FENCES, BOLLARDS, POSTS, PLANTING BEDS, TREES, SHRUBS, UTILITIES, DRAINAGE STRUCTURES AND ALL OTHER STRUCTURES SHOWN AND NOT SHOWN WITHIN CONSTRUCTION LIMITS, AND WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION. ALL FACILITIES TO BE REMOVED ARE TO BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER SPECIFICATIONS. 2.REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF THE DEBRIS IN A PROPER AND LEGAL MANNER. 3.OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 4.COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. COORDINATE WITH THE UTILITY COMPANIES CONCERNING PORTIONS OF THE WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.REFER TO MECHANICAL AND UTILITY PLANS AND SPECIFICATIONS FOR ALL WORK WHICH REQUIRES UTILITIES TO BE REMOVED, RELOCATE OR ABANDONED AND LEFT IN PLACE. 6.PROVIDE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL UTILITY LINES, AS REQUIRED, BEFORE PROCEEDING WITH THE WORK. 7.MAINTAIN CONTINUOUS ACCESS AND OPERATION FOR SURROUNDING FACILITIES, AS DEEMED BY THE OWNER, AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 8.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. EROSION & SEDIMENT CONTROL NOTES: 1.PRIOR TO THE START OF CONSTRUCTION A NOTICE OF INTENT (NOI) MUST BE FILED WITH NPDES. REFER TO THE STORMWATER AND POLLUTION PREVENTION PLAN (SWPPP) REGARDING ALL EROSION CONTROL MATTERS. MAINTAIN A WORKING COPY OF THE SWPPP ONSITE AT ALL TIMES. FOLLOW THE SWPPP PROTOCOL FOR SITE MAINTENANCE, INSPECTIONS AND PROPER DOCUMENTATION UNTIL THE SITE HAS BEEN ACCEPTED BY THE OWNER. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR OR OWNER MUST FILE A NOTICE OF TERMINATION WITH NPDES. IN ACCORDANCE WITH NPDES REGULATIONS, THE COMPLETED SWPPP MUST INCLUDE ALL OF THE SITE EROSION CONTROL DOCUMENTATION, WEEKLY EROSION INSPECTION REPORTS COMPLETED BY THE DESIGNATED SITE PERSONNEL, AND ANY OTHER PERTINENT SITE DOCUMENTATION MUST BE RETAINED FOR A MINIMUM OF 3 YEARS FROM THE DATE OF TERMINATION. 2.DESIGNATE THE SITE CONSTRUCTION FOREMAN AS THE ON-SITE PERSONNEL RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND IMPLEMENTATION OF ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3.INSTALL ALL EROSION AND SEDIMENT CONTROL (ESC) MEASURES AS INDICATED ON DRAWINGS IN CONSULTATION WITH THE CONSERVATION AGENT, AND ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. INSPECT, MAINTAIN REPAIR AND REPLACE EROSION CONTROL MEASURES, AS NECESSARY, DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. THE SITE PERIMETER EROSION CONTROLS ARE THE DESIGNATED LIMIT OF WORK. INFORM ALL PERSONNEL WORKING ON THE PROJECT SITE THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGHOUT THE CONSTRUCTION PERIOD. 4.MAINTAIN A MINIMUM SURPLUS OF 100 FEET OF EROSION CONTROL BARRIER (SILT FENCE, STRAWBALE, &/OR SILT SOCK) ONSITE AT ALL TIMES. 5.PROTECT THE ADJACENT RESOURCE AREA FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE OWNER & IN CONFORMANCE WITH THE ORDER OF CONDITIONS. 6.PROVIDE CONSTRUCTION EXITS AS INDICATED ON DRAWINGS TO SHED DIRT FROM CONSTRUCTION VEHICLE TIRES. CLEAN AND/OR REPLACE THE CRUSHED STONE PAD, AS NECESSARY, TO MAINTAIN ITS EFFECTIVENESS. 7.KEEP THE LIMIT OF CLEARING, GRADING AND DISTURBANCES TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. PHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED SOIL. IF TREES ARE TO BE CUT ON THE ENTIRE SITE, CLEAR AND GRUB ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION. PROPERLY INSTALL THE SEDIMENTATION CONTROLS PRIOR TO BEGINNING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK. 8.MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER CONSTRUCTION ACTIVITIES WHICH LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS PREDICTED, USE BEST PROFESSIONAL JUDGEMENT AND GOOD CONSTRUCTION PRACTICES WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND ENSURE THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS. 9.INSPECT EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZED SLOPES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF .25 INCH OR GREATER. REPAIR IDENTIFIED PROBLEMS WITHIN 24 HOURS TO ENSURE EROSION AND SEDIMENT CONTROLS ARE IN GOOD WORKING ORDER. RESET OR REPLACE MATERIALS AS REQUIRED. 10.SURROUND THE PERIMETER OF SOIL STOCKPILES WITH SILT SOCK, SILT FENCE, STRAWBALES, OR A COMBINATION OF SILT FENCE WITH STRAWBALE, AS DETERMINED NECESSARY. 11.DISTURBED AREAS AND SLOPES MUST NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS THE INACTIVE WINTER SEASON. 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, REINFORCE TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 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. 12.INSTALL A SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCHBASIN RECEIVING RUNOFF FROM THE SITE. UPON THE INSTALLATION OF EACH CATCH BASIN, INSTALL A SILT SACK OR APPROVED EQUIVALENT. INSPECT SILT SACKS, AFTER EACH SIGNIFICANT STORM EVENT AND REMOVE AND EMPTY AS NEEDED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 13.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. 14.CONTAIN ALL SEDIMENT ONSITE. SWEEP ALL EXITS FROM THE SITE AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. SWEEP PAVED AREAS AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS ACCUMULATED DURING SITE CONSTRUCTION. 15.REMOVE ACCUMULATED SEDIMENT FROM ALL TEMPORARY PRACTICES AND DISPOSE OF IN A PRE-APPROVED LOCATION. 16.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 EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR MUST CONTINUE TO PROVIDE PERSONNEL AND EQUIPMENT EITHER ON SITE OR READILY AVAILABLE TO PROPERLY MAINTAIN AND REPAIR ALL EROSION AND SEDIMENTATION CONTROL DEVICES IN A TIMELY AND RESPONSIBLE MANNER 17.PRIOR TO THE INSTALLATION OF FILTER FABRIC AND MEDIA WITHIN THE BIORETENTION AREAS, REMOVE AND PROPERLY DISPOSE OF SEDIMENT ACCUMULATED IN ANY PARTIALLY CONSTRUCTED OR TEMPORARY BIORETENTION/DRAINAGE AREA USED FOR SEDIMENT CONTROL DURING CONSTRUCTION. PROVIDE A SURFACE ELEVATION AT A MINIMUM 1-FOOT ABOVE THE BOTTOM OF MEDIA ELEVATION AS SHOWN IN THE BIORETENTION SCHEDULE FOR PARTIALLY CONSTRUCTED BIORETENTION AREAS. THIS ALLOWS FOR AN OVER-DIG OF THE COLLECTED SEDIMENT FROM WITHIN THE BIORETENTION AREA PRIOR TO MEDIA/FABRIC INSTALLATION. 18.CONTROL DUST BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE ENGINEER. 19.THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER FACILITIES INSTALLED OR AFFECTED BY THE PROJECT. REMOVE SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM THE PROJECT WORK PRIOR TO THE OWNER'S ACCEPTANCE. UN C H E C K E D PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Ad j u s t l i m i t o f w o r k p e r d e s i g n r e v i s i o n s 7 N/F CAPTAINS VILLAGE HOMEOWNERS 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI 626 MILLSTONE ROAD N/F SMOLLER 636 MILLSTONE ROAD N/F CHIPMAN 648 MILLSTONE ROAD N/F MOUNT 560 MILLSTONE ROAD N/F BERBRIN N/F OCEAN'S EDGE RESORT LLC MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± 14 + 6 7 0+00 1+00 2+00 3+0 0 4+00 5+006+007+00 8+ 0 0 9+ 0 0 10+00 11+00 12+00 13+ 0 0 14 + 0 0 47.3' 35 . 9 ' 47 . 2 ' 21 . 4 ' 10 8 . 0 ' 48.9'23 . 8 ' 24.3' 31.8' LI M I T O F 1 0 ' ( M I N . ) V E G E T A T E D B U F F E R LIMIT OF 10' (MIN . ) V E G E T A T E D B U F F E R LIMIT OF 30' ( M I N . ) LI M I T O F 3 0 ' ( M I N . ) V E G E T A T E D B U F F E R LIMIT OF 30' (MIN.) VEGETATED BUFFER ZO N I N G S E T B A C K ZONING SETBACK ZONING SETBAC K ZO N I N G S E T B A C K VEGETATED B U F F E R ZONIN G S E T B A C K 25 . 0 ' 25 . 0 ' 25 . 0 ' 25.0' 25.0' 40.0' 25 . 0 ' 20 . 0 ' 21 . 2 ' 8 6 6 6 6 9 8 11 7 34 2 38.2' 46 . 6 ' BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 BLDG 11 22 . 0 ' PROPOSED DRIVEWAY STOP SIGN PROPOSED LIMIT OF CLEARING (TYP.) PROPOSED LIMIT OF CLEARING BIKE RACK (TYP.) 5-FT WIDE SIDEWALK (TYP.) STORMWATER BIORETENTION AREA (TYP.) MAINTENANCE BUILDING OVERLOOK DECK STANDARD 9'X19' PARKING SPACE (TYP.) PROPOSED LIMIT OF CLEARING ADA ACCESSIBLE PARKING SPACE & LOADING ZONE (TYP; 8'X19') CONNECT TO FUTURE SIDEWALK BENCH (TYP.) CC B VCC VCC VC C VCC CCB 19.0' 9. 0 ' 19 . 0 ' 9.0' 9.0' 18 . 4 ' 0+00 1+00 1+34 24 . 5 ' 29.2' FERN LANE MI L L S T O N E R O A D FUTURE SIDEWALK BY THE TOWN OF BREWSTER (FINAL LAYOUT T.B.D.) TRASH & RECYCLE ENCLOSURE TRASH & RECYCLE ENCLOSURE 3 BLDG 12 GRAVEL MAINTENANCE ACCESS DRIVE VCC GENERATOR PAD LIMIT OF VEGETATION CLEARING ALONG MILLSTONE ROAD FOR VEHICLE SIGHT LINES (IF NOT COMPLETED IN ADVANCE DURING SIDEWALK IMPROVEMENTS PROJECT) (8) OVERSIZED 10'X20' PARKING SPACES OUTLINE OF RESERVE PARKING AREA (11 SPACES) SCREENING FENCE (WOOD; 4-FT HIGH) BOULDER WALL (TYP.) COMMON GREEN BOULDER WALL (TYP.) 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 3 4 5 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C O V E R A L L S I T E P L A N 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T 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 : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 22084 la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - S T . d w g (in feet) GRAPHIC SCALE 040 20 40 80 160 1 INCH = 40 FEET Ch e c k e d B y : De s i g n e d B y : Da t e : Dr a w n B y : Su s t a i n a b l e E n v i r o n m e n t a l S o l u t i o n s w w 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 . PARKING NOTE: A RESERVE PARKING AREA WITH 11 SPACES HAS BEEN DELINEATED ON THE WEST SIDE OF THE DEVELOPMENT. IF THIS AREA WERE CONSTRUCTED IN THE FUTURE, THERE WOULD BE A NET GAIN OF 8 SPACES, BRINGING THE TOTAL COUNT TO 87. PROPOSED BUILDING TYPES BUILDING 2 BUILDING 3,7,10 BUILDING 4,5,6,9 BUILDING 8 & 11 BUILDING 1 13 Units (9) 1BR, (3) 2BR, (1) 3BR 12Units (2) 1BR, (2) 2BR each 16 Units (4) 2BR each 4 Units (2) 3BR each Community Building Community Room, Laundry, and Management Offices TOTAL UNIT COUNT: 45 Sheet : O V E R A L L S I T E P L A N 6 19of 6C - PERMITTING SET ONLY NOT FOR CONSTRUCTION 20-SCALE VIEW BOX (SEE SHEET C-8)20-SCALE VIEW BOX (SEE SHEET C-7) JH 05 / 0 2 / 2 3 M L Ad d p a r k i n g , d u m p s t e r & s i d e w a l k s ; 1 2 in c r e a s e p a r k i n g s p a c e s i z e a n d a d d re s e r v e p a r k i n g a r e a ED G E O F C L E A R I N G SHED HOUS E 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± BOULDER BOULDER 14 + 6 7 0+00 1+00 2+00 3+00 4+00 5+00 12+00 13+ 0 0 14 + 0 0 47.3' 35 . 9 ' 48.9'23 . 8 ' 24.3' 31.8' LI M I T O F 3 0 ' ( M I N . ) V E G E T A T E D B U F F E R LIMIT OF 30' (MIN.) VEGETATED BUFFER ZONING SETBACK 25 . 0 ' 40.0' 25 . 0 ' 20 . 0 ' 8 6 6 6 11 UNDERGROUND STORMWATER CHAMBERS UNDERGROUND STORMWATER CHAMBERS UN D E R G R O U N D ST O R M W A T E R CH A M B E R S BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 22 . 0 ' PROPOSED DRIVEWAY STOP SIGN PROPOSED LIMIT OF CLEARING (TYP.) BIKE RACK (TYP.) 5-FT WIDE SIDEWALK (TYP.) STORMWATER BIORETENTION AREA (TYP.) OVERLOOK DECK PROPOSED LIMIT OF CLEARING CONNECT TO FUTURE SIDEWALK BENCH (TYP.) STORMWATER INFILTRATION BASIN BIO 6 BIO 5 BIO 1 CC B VCC CCB 19.0' 9. 0 ' M A T C H L I N E M A T C H L I N E 24 . 5 ' BIO 7 FERN LANE MI L L S T O N E R O A D FUTURE SIDEWALK BY THE TOWN OF BREWSTER (FINAL LAYOUT T.B.D.) GENERATOR PAD LIMIT OF VEGETATION CLEARING ALONG MILLSTONE ROAD FOR VEHICLE SIGHT LINES (IF NOT COMPLETED IN ADVANCE DURING SIDEWALK IMPROVEMENTS PROJECT) SCREENING FENCE (WOOD; 4-FT HIGH) BOULDER WALL (TYP.) COMMON GREEN 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C SI T E P L A N ( 1 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 7 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - S T . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET 7C - 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Ad d p a r k i n g , d u m p s t e r & s i d e w a l k s ; in c r e a s e p a r k i n g s p a c e s i z e a n d a d d re s e r v e p a r k i n g a r e a BOULDER 5+006+007+00 8+ 0 0 9+ 0 0 10+00 11+00 12+00 47 . 2 ' 21 . 4 ' 10 8 . 0 ' LIMIT OF 10' (MIN. ) V E G E T A T E D B U F F E R LIMIT OF 30' ( M I N . ) ZONING SETBACK VEGETATED B U F F E R ZONI N G S E T B A C K 25 . 0 ' 25 . 0 ' 21 . 2 ' 8 6 9 8 7 34 2 38.2' 46 . 6 ' BLDG 1 BLDG 2 BLDG 3 BLDG 10 BLDG 11 STORMWATER BIORETENTION AREA (TYP.) PROPOSED LIMIT OF CLEARING BIKE RACK (TYP.) MAINTENANCE BUILDING STANDARD 9'X19' PARKING SPACE (TYP.) ADA ACCESSIBLE PARKING SPACE & LOADING ZONE (TYP; 8'X19') BIO 4 URC 2 BIO 3 BIO 2 URC 1 URC 3 VCC VC C VCC M A T C H L I N E M A T C H L I N E 19 . 0 ' 9.0' 9.0' 18 . 4 ' 0+00 1+00 1+34 29.2' BIO 8 TRASH & RECYCLE ENCLOSURE TRASH & RECYCLE ENCLOSURE 3 BLDG 12 GRAVEL MAINTENANCE ACCESS DRIVE VC C (8) OVERSIZED 10'X20' PARKING SPACES OUTLINE OF RESERVE PARKING AREA (11 SPACES) COMMON GREEN BOULDER WALL (TYP.) 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C SI T E P L A N ( 2 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 8 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - S T . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET 8C - 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Ad d p a r k i n g , d u m p s t e r & s i d e w a l k s ; in c r e a s e p a r k i n g s p a c e s i z e a n d a d d re s e r v e p a r k i n g a r e a 14 + 6 7 0+00 1+00 2+00 3+0 0 4+00 5+00 12+00 13+ 0 0 14 + 0 0 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 M A T C H L I N E M A T C H L I N E S S S S S HY D HY D MB 598 WV UP 31 UP 30 TP-8 TP-9 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± 95 100 105 100 95 90 8889 105 10 5 10 4 101 101 102 10 3 100 100 100 100 105 98 98 99 99 101 102 103 104 106 10 09899 10 1 10 1 10 2 10 2103 10 3 106 104 10 0 96 97 98 99 101 105 103 104 D D D RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD D D D D 10 0 105 10 5 99 10 1 10 2 10 3 103 103 10 4 104 100 97 98 99 101 102 103 HP: 2+89.80 Elev: 105.05 HP : 0 + 1 6 . 6 7 El e v : 1 0 3 . 7 2 LP: 1+23.43 Elev: 102.81 LP: 12+30.73 Elev: 96.27 TC:104.26 BC:103.76 TC:101.26 BC:100.76 98.70 103.20 96.80 103.20 101.70 VEGETATED INFILTRATION BASIN 100-YR PEAK ELEV: 102.03 TOP OF BERM: 102.5 BOTTOM: 99.5 BIORETENTION AREA 1 INLET: 100.3 OVERFLOW: 99.7 BOTTOM: 99.2 BIORETENTION AREA 5 INLET: 96.0 OVERFLOW: 95.3 BOTTOM: 94.8 BIORETENTION AREA 6 INLET: 96.0 OVERFLOW: 95.5 BOTTOM: 94.8 RAINGUARDIAN FOXHOLE PRE-TREATMENT INLET (TYP.) PAVED FLUME & RG TURRET PRE-TREATMENT INLET (TYP.) FERN LANE MI L L S T O N E R O A D 101.50 97.50 98.00 104.05 104.10 103.20 100.60 FFE: 104.5 TOF: 104.0 MFG: 103.2 FFE: 101.0 TOF: 100.5 MFG: 99.7 FFE: 104.5 TOF: 104.0 MFG: 103.2 FFE: 103.0 TOF: 102.5 MFG: 101.7 FFE: 100.5 TOF: 100.0 MFG: 99.2 FFE: 98.3 TOF: 97.8 MFG: 97.0 FFE: 97.8 TOF: 97.3 MFG: 96.5 FFE: 99.7 TOF: 99.2 MFG: 98.4 99.50 97.50 104.25 102.31 96.25 99.60 100.34 102.61 102.3 101.5 96.05 96.05 103.74 103.63 104.46 104.20 104.50 103.20 96.50 TC:96.79 BC:96.29 98.50 99.70 104.50 101.00 96.50 96.30 96.00 UNDERGROUND RECHARGE CHAMBERS (URC-4) BLDG 6, 7, & 8 & BIO 7 TOP OF STONE= 96.75 TOP OF CHAMBER= 95.75 BOT. OF CHAMBER= 90.75 BOT. OF STONE= 89.50 99.70 98 99 101 102 100 101 102 103 104 103 104 105 105 104 103 103 104 105 102 103 102 103 104 101 103 100 99 10099 98 97 97 98 95 103 10 4 97 99 100 101 102 99 100 98 97 98 9998 99 98 97 100 99 101 103 10 2 101 100 96 102 100 95 100.72 101 96.85 BIORETENTION AREA 7 INLET: 100.7 OVERFLOW: 100.2 BOTTOM: 99.5 101 101 96.50 96.72 DMH 101 RIM: 100.45 DMH 102 RIM: 99.64 OS B1 RIM: 99.70 DMH 301 RIM: 96.22 OS B5 RIM: 95.50 OS B6 RIM: 95.50 DMH 105 RIM: 100.25 WEIR ELEV: 98.80 AD 1 RIM: 96.50 DMH 401 RIM: 98.76 OS C4 RIM: 96.75 DMH 106 RIM: 96.13 OS B7 RIM: 100.20 DMH 402 RIM: 100.20 9 4 96 WOOD DECK (ELEV. 95.0±) BUILT AROUND EXISTING BOULDER OS C1 RIM: 96.75 93 96 96 96 98.50 AD 5 RIM: 97.80 98 98.50 99.20 100.50 98.30 101.70 103.00 98.80 99 103 8" DIA. CULVERT UNDER WALKWAY (TYP.) 100 96 95 95.50 95.50 GRASSED DEPRESSION (BOT. ELEV. = 95.1) SEDIMENT FOREBAY BOT. ELEV. 100.75 CURB ELEV. 101.25 102 100 99 102 100 101 102103 100 101 101 RIP-RAP SPILLWAY ELEV. 102.0 (d50=6") 102 101100 102 BOULDER WALL TOP OF WALL: 102.5 BOT. OF WALL VARIES 102.5 104.50 101 10 4 102 101.70 104 103 INSTALL EROSION CONTROL BLANKET IN SWALE 96.50 96.50 98.50 101.50 99.60 102 96.50 TC:100.45 BC:99.95 96.85 98.50 M A 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C G R A D I N G P L A N ( 1 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 9 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - G D . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET 9C - 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Re v i s e g r a d i n g a n d d r a i n a g e d e s i g n pe r p a r k i n g & s i d e w a l k u p d a t e s 5+006+007+00 8+ 0 0 9+ 0 0 10+00 11+00 12+00 BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 10 BLDG 11 M A T C H L I N E M A T C H L I N E 0+00 1+00 1+34 BLDG 12 S S S S HY D HY D HY D S TP-2 TP-3 TP-5 TP-1 TP-4 TP-7 TP-6 105 100 95 90 85 10 0 100 95 93 94 95 95 106 107 107 110 105 10 0 97 98 99 10 09899 95 93 94 96 105 10 2 10 6 111 106 106 10 7 108 96 100 97 98 99 95 90 108 109 10 5 10 6 10 7 10 8 104 101 102 103 10 4 101 10 2 10 3 104 100 105 106 107 10510 6 D D D DD D D RD RD RD RD RD RD RD RD D D D 99 10 010 0 99 99 10 110 2 100 97 98 99 101 102 ACC. AC C . ACC. 4. 5 % W A L K HP: 7+98.07 Elev: 102.52 LP: 5+93.59 Elev: 98.41 HP: 0+54.98 Elev: 99.05 102.35 TC:102.95 BC:102.45 99.30 99.25 99.50 BIORETENTION AREA 3 INLET: 99.2 OVERFLOW: 98.5 BOTTOM: 98.0 BIORETENTION AREA 2 INLET: 98.2 OVERFLOW: 97.7 BOTTOM: 97.0 98.92 98.88 98 99 99 99 PROPOSED WASTEWATER TREATMENT SYSTEM FOOTPRINT OF PROPOSED LEACHING FIELD BIO INLET (TYP.) PAVED FLUME & RG TURRET PRE-TREATMENT INLET (TYP.) 100.60 FFE: 101.0 TOF: 100.5 MFG: 99.7 FFE: 99.7 TOF: 99.2 MFG: 98.4 FFE: 97.8 TOF: 97.3 MFG: 96.5 FFE: 98.2 TOF: 97.7 MFG: 96.9 FFE: 99.7 TOF: 99.2 MFG: 98.4 FFE: 100.8 TOF: 100.3 MFG: 99.5 FFE: 103.3 TOF: 102.8 MFG: 102.0 FFE: 103.3 97.50 98.00 98.20 96.9096.90 TC:98.48 BC:97.98 96.25 TC:99.30 BC:98.80 TC:99.53 BC:99.03 99.6099.60 103.30 100.75 99.10 98.60 100.75 100.75 102.80 98.19 96.05 96.05 99.15 100.75 99.5098.88 99.60 96.5097.60 99.10 98.30 TC:102.00 BC:101.50 99.5099.20 98.20 99.50 97.83 98.4 101.00 99.70 96.50 96.30 96.0096.20 98.45 UNDERGROUND RECHARGE CHAMBERS (URC-2) BLDG 2, 11 & 12 BIOS 3 & 4 TOP OF STONE=96.00 TOP OF CHAMBER=95.00 BOT. OF CHAMBER=90.00 BOT. OF STONE=88.75 UNDERGROUND RECHARGE CHAMBERS (URC-1) BLDG 1, 3, 4 & 5 BIOS 1 & 2 TOP OF STONE=96.00 TOP OF CHAMBER=95.00 BOT. OF CHAMBER=91.25 BOT. OF STONE=90.25 UNDERGROUND RECHARGE CHAMBERS (URC-3) BLDG 9 & 10, BIOS 5 & 6 TOP OF STONE=94.75 TOP OF CHAMBER=93.75 BOT. OF CHAMBER=88.75 BOT. OF STONE=87.50 101.27 100.72 99.70 100.58 99.50 BIORETENTION AREA 8 INLET: 100.6 OVERFLOW: 100.1 BOTTOM: 99.4 99.50 100 99 98 98 98 9 8 97 99 99 99 98 97 99 98 9998 99 98 97 100 99 98 100 101 100 99 99 100 10 1 102 102 101 100 99 9 4 96 98 97 99 98 98 99 96 100 107 101 100 96.85 99.15 99.20 99.40 TC:99.53 BC:99.03 99 98 97 99 98.4097 98.64 98.70 99 98.40 96.72 DMH 101 RIM: 100.45 DMH 102 RIM: 99.64 AD 3 RIM: 98.20 DMH 103 RIM: 98.55OS B2 RIM: 97.70 DMH 201 RIM: 97.99 OS B4 RIM: 97.00 DMH 203 RIM: 98.96 OS B3 RIM: 98.70 AD 4 RIM: 97.90 DMH 301 RIM: 96.22 OS B6 RIM: 95.50 AD 1 RIM: 96.50 DMH 202 RIM: 97.79 AD 2 RIM: 98.47 DMH 106 RIM: 96.13 OS B8 RIM: 100.10 DMH 104 RIM: 98.25 96 OS C1 RIM: 96.75 93 96OS C2 RIM: 95.00 100.75 98.26 99.60 96.50 TC:100.45 BC:99.95 106 105 104 103 10 4105 103 103 101 102 103 10 4 102 101 4H : 1 V 99 98 97 96 99 98 97 96 99 98 98 96.30 TC:103.08 BC:102.58 102.50 103.15 96.85 102.15 102.45 102.22 102.29 102.61 102.52 102.73 102.65 102.85 TC:100.33 BC:100.00 99.65 102.22 102.30 97 97 98 98 102.50 BIORETENTION AREA 4 INLET: 97.6 BERM: 97.5 OVERFLOW: 97.0 BOTTOM: 96.5 TC:98.15 BC:97.65 TOW:102.0 BOW:100.0 TOW:101.5 BOW: 99.5 TOW:102.0 BOW:101.0 M A 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C G R A D I N G P L A N ( 2 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 10 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - G D . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET 10C - 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Re v i s e g r a d i n g a n d d r a i n a g e d e s i g n pe r p a r k i n g & s i d e w a l k u p d a t e s MB 598 WV UP 31 UP 30 ED G E O F C L E A R I N G SHED HOUS E 598 MILLSTONE ROAD N/F DAFFINEE 606 MILLSTONE ROAD N/F O'BRIEN 616 MILLSTONE ROAD N/F GUSKI MAP 98 LOT 12 TOWN OF BREWSTER DEED BOOK 31410-87 DEED BOOK 5233-64 16.61 ACRES ± BOULDER BOULDER MI L L S T O N E R O A D PU B L I C 5 0 ' W I D E BENCHMARK EL:105.40 95 100 105 100 95 90 8889 105 10 5 10 4 101 101 102 10 3 100 100 100 100 105 98 98 99 99 101 101 102 103 104 106 10 09899 10 1 10 1 10 2 10 2103 10 3 106 104 10 0 96 97 98 99 101 105 103 104 FERN LANE PR I V A T E 4 0 ' W I D E BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 D D D D D D D 99 10 0 105 10 5 99 10 1 10 2 10 3 103 103 10 4 104 100 97 98 99 101 102 103 FFE: 104.5 TOF: 104.0 MFG: 103.2 FFE: 101.0 TOF: 100.5 MFG: 99.7 FFE: 104.5 TOF: 104.0 MFG: 103.2 FFE: 103.0 TOF: 102.5 MFG: 101.7 FFE: 100.5 TOF: 100.0 MFG: 99.2 FFE: 98.3 TOF: 97.8 MFG: 97.0 FFE: 97.8 TOF: 97.3 MFG: 96.5 FFE: 99.7 TOF: 99.2 MFG: 98.4 98 98 97 99 101 102 100 101 102 103 104 103 104 105 105 104 103 103 104 105 102 103 102 103 104 101 103 100 99 10099 98 97 97 98 95 103 10 4 97 99 100 101 102 99 100 98 97 98 9998 99 98 97 100 99 101 103 10 2 101 100 96 102 100 95 101 101 101 94 96 93 96 9 6 96 98 99 103 100 96 95 10 2 100 99 102 100 101 102103 10 0 101 101 102 101100 102 101 10 4 102 104 103 102 S SMH 130 RIM:102.53 8" INV OUT:98.20 S SMH 120 RIM:98.55 8" INV IN:94.36 8" INV OUT:94.26 S S S SMH 110 RIM:96.70 8" INV IN:92.94 8" INV OUT:92.84 S S SMH 100 RIM:96.30 8" INV IN:92.52 8" INV IN:92.53 8" INV OUT:92.43 S S SMH 230 RIM:100.76 8" INV OUT:95.00 SS S FM S S S S S S S S S S 4" PVC BUILDING SERVICE (TYP.) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W HY D HY D WV WW WW W W W W W W WW WV WV DOMESTIC AND FIRE SERVICE, TYP. (SIZE TBD) 8" DI WATER MAIN (TYP.) WV WV WV WV ELECTRIC, TELEPHONE & CABLE SERVICE, TYP. (COORDINATE WITH UTILITY PROVIDER) THREE VALVE OR TAPPING SLEEVE AND GATE CONNECTION, COORDINATE WITH WATER DEPARTMENT CONNECT TO EXISTING UTILITY POLE, TYP. (COORDINATE WITH UTILITY PROVIDER) E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/ T / C E/T/C E/T/C E/T/C E/T/C E/T / C E/T / C E/T / C E/ T / C E/ T / C E/ T / C E/T/C W W W W E/T / C E/T / C E/ T / C SEWAGE LIFT STATION RIM:97.20 INV. IN:92.17 M A T C H L I N E TRANSFORMER, TYP. (LAYOUT BY MEP ENGINEERS) CO CO UNDERGROUND STORMWATER CHAMBERS UNDERGROUND STORMWATER CHAMBERS ELECTRIC, TELEPHONE & CABLE CONNECTION (TYP.) UN D E R G R O U N D ST O R M W A T E R CH A M B E R S STORMWATER BIORETENTION AREA (TYP.) SEWER CLEANOUT, TYP. 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 UT I L I T Y P L A N ( 1 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T 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 : 11C - Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : O c t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f Af f o r d a b l e H o u s i n g , In c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 11 1922084of la s t m o d i f i e d : 0 5 / 0 1 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - U T . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Re v i s e S e w a g e L i f t S t a t i o n , s a n i t a r y se w e r n e t w o r k a n d l e a c h f i e l d f o o t p r i n t BOULDER 105 100 95 90 85 10 0 100 95 93 94 95 95 106 107 107 110 105 10 0 97 98 99 98 99 95 93 94 96 105 10 2 10 6 111 106 106 10 7 108 96 100 97 98 99 95 90 108 109 10 5 10 6 10 7 10 8 104 101 102 103 10 4 101 10 2 10 3 104 100 10510 6 BLDG 1 BLDG 2 BLDG 3 BLDG 10 BLDG 11 BLDG 12 D D D DD D D D D 99 10 0 99 99 10 110 2 100 97 98 99 101 102 98 99 99 99 FFE: 99.7 TOF: 99.2 MFG: 98.4 FFE: 97.8 TOF: 97.3 MFG: 96.5 FFE: 98.2 TOF: 97.7 MFG: 96.9 FFE: 99.7 TOF: 99.2 MFG: 98.4 FFE: 100.8 TOF: 100.3 MFG: 99.5 FFE: 103.3 TOF: 102.8 MFG: 102.0 FFE: 103.3 100 99 98 98 98 9 8 97 99 99 98 97 99 98 9998 99 99 98 100 101 100 99 99 100 10 1 102 102 101 100 99 9 4 96 98 97 99 98 98 99 96 100 107 101 100 99 98 97 99 97 99 96 93 106 105 104 103 10 4105 103 103 101 102 103 10 4 102 101 4H : 1 V 99 98 97 96 99 98 97 96 99 98 98 97 97 98 98 S S SMH 220 RIM:98.63 8" INV IN:93.76 8" INV OUT:93.67 SSS 8" PVC L=124 S=1.00% S SMH 210 RIM:97.49 8" INV IN:93.05 8" INV OUT:92.95 S S S 8" P V C L= 1 1 5 S = 0 . 5 4 % S S 8" PVC L=82 S=0.50% FM FM FM FM FM FM FM FM FM FM FM FM FM 8" PVC L=13 S=2.00% S S S S S 6" PVC BUILDING SERVICE W W W W W W W W W W W W HY D HY D HY D W W W W W W WW WV WV WV WW DOMESTIC AND FIRE SERVICE, TYP. (SIZE TBD) 8" DI WATER MAIN (TYP.) 2" PE WATER SERVICE TO MAINTENANCE BUILDING ELECTRIC, TELEPHONE & CABLE SERVICE, TYP. (COORDINATE WITH UTILITY PROVIDER)E/T/C E/T/C E/T/C E/T/C E/ T / C E/ T / C E/ T / C E/T/C E/T/C E/T/C E/ T / C E/ T / C W W E/T / C E/T/C SEWER FORCEMAIN DISCHARGE MANHOLE RIM:104.50 INV:101.50 FOOTPRINT OF PROPOSED PRESBY ENVIRO-SEPTIC LEACHING FIELD FORCEMAIN TO WASTEWATER TREATMENT SYSTEM SEWAGE LIFT STATION RIM:97.20 INV. IN:92.17 M A T C H L I N E TRANSFORMER, TYP. (LAYOUT BY MEP ENGINEERS) W W W W E/ T / C CO CO E/T/C W W UNDERGROUND STORMWATER CHAMBERS UNDERGROUND STORMWATER CHAMBERS UNDERGROUND STORMWATER CHAMBERS E S S 10,000 GAL. CONCRETE ANOXIC SETTLING TANK 8-FT DIA. AMPHIDROME REACTOR 5,000 GAL. CONCRETE "CLEAR TANK" FOR AMPHIDROME SYSTEM 21 OUTLET DISTRIBUTION BOX FOR ENVIRO-SEPTIC LEACHING FIELD 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 UT I L I T Y P L A N ( 2 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T 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 : 12C - Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : O c t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f Af f o r d a b l e H o u s i n g , In c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 12 1922084of la s t m o d i f i e d : 0 5 / 0 1 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - U T . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Re v i s e S e w a g e L i f t S t a t i o n , s a n i t a r y se w e r n e t w o r k a n d l e a c h f i e l d f o o t p r i n t 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C DE T A I L S ( 1 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 13 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - D E . d w g 13C - 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 w w 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 . SEE PLAN 9' TYP.8' MIN.8' VAN 5' CAR8' MIN 3' 18' TYP. HANDICAPPED & STANDARD PARKING NOT TO SCALE SIDEWALK (SEE DETAIL) NOTE: 1.HANDICAPPED ACCESS AISLE WIDTH FOR NON VAN (CAR) ACCESSIBLE SPACES TO BE 5 FEET-SEE PLANS. 2.ALL PARKING LOT STRIPING TO BE 4" SOLID WHITE PAINTED LINES. 3.ALL PAINT TO BE NON-SKID. 4.VAN SPACES TO BE PAINT MARKED WITH "VAN". 2% SLOPE MAX2% SLOPE MAX IN ALL DIRECTIONS HANDICAP PARKING SIGN AND VAN ACCESSIBLE SIGN WHEN REQUIRED HANDICAPPED RAMP SEE DETAILS CURB OR BERM -SEE PLANS AND DETAILS 4' HANDICAP GRAPHIC SYMBOL PAINTED WHITE ON PAINTED BLUE BACKGROUND 4" WIDE PAINTED LINES (TYP.) 10' TYP. 9' MIN. DRIVEWAY STREETPEDESTRIAN CROSS WALK CROSSWALK AND STOP LINE NOT TO SCALE ℄ 4' MIN. WIDTH TO SUIT STOP SIGN (R1) PAINTED WHITE STOP LINE (12" WIDE) WHERE SHOWN ON PLAN CURB (SEE PLAN) PERPENDICULAR PAINTED WHITE LINES TO SUIT (12" WIDE) PAINTED WHITE LINES (12" WIDE) 4' MIN. "VAN ACCESSIBLE" SIGN AS REQUIRED METAL POST 2" x 2" x 0.188" STEEL POST PAVING 6'-0" MIN. ENCASE IN CONCRETE (CLASS "D") 12" DIA. 6" 3'-0" MIN. NOTES: 1.SIGN LAYOUT, COLORS, SYMBOL AND LETTERING SHALL BE AASHTO STANDARD. 2.TO BE LOCATED ON SITE AT ALL HANDICAP SPACES AS SHOWN ON PLAN. 3.METAL POST TO BE DELIVERED WITH MANUFACTURER PAINTED EXTERIOR BLACK ENAMEL OR APPROVED EQUAL. 12" x 18" HANDICAPPED RESERVED PARKING SIGN HANDICAPPED PARKING SIGN NOT TO SCALE TRAFFIC SIGNS NOT TO SCALE 30" 30" DO NOT ENTER SIGN R5-1 STOP SIGN R1-1 30" 30" ONE WAY SIGNS R6-1L & R6-1R R6-1L R6-1R 36"36" 12"12" NOTES: 1.SIGN HEIGHT -7' FROM BOTTOM OF SIGN TO STREET OR SIDEWALK. 6' FROM BOTTOM OF LOWER SIGN FOR MULTIPLE SIGNS ON ONE POST. EXCEPTIONS ONLY AS SPECIFICALLY STATED ON PLANS OR APPROVED BY THE ENGINEER. 2.METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 3.METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. 4.FOR IN-SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 5.POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7/16" DIE-PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 6.ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. 7.DRIVE RIVETS TO BE TL3806 3/8" DIA. 8.CORNER BOLTS TO BE TLCB516M. 7 CORNER BOLT SEE NOTE 8. GROUND SURFACE 8" 2" 22" 2" SIGN INSTALLATION 18" 24" SIGN TYPES ED G E O F C O N C R E T E ED G E O F C O N C R E T E ED G E O F PA V E M E N T 1' - 0" 6' - 0 ' 8'-0" TYP. 4" SL A B W I D T H SE E P L A N S A SECTION A-A 8'- 0 " TY P . SLAB LENGTH SEE PLANS A DUMPSTER PAD & ENCLOSURE NOT TO SCALE NOTES: 1.SIZE OF DUMPSTER PAD TO BE AS INDICATED ON PLANS. CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 1/3 OF LENGTH. THE PAD SURFACE CANNOT HAVE A SLOPE IN ANY DIRECTION GREATER THAN 2% 2.DUMPSTER PAD SIZE: SIZED FOR THE DUMPSTER AND RECYCLE AREAS AND EXTEND IN FRONT OF THE ENCLOSURE BY AT LEAST HALF THE DEPTH OF THE ENCLOSURE PAD - SEE PLANS. 3.ENCLOSURE SPECIFICATIONS: ·FENCE: BLACK VINYL CHAIN LINK ·PANELS: OPAQUE TYPE CHAINLINK SCREENING MATERIAL TO BE APPROVED BY OWNER. ·HEIGHT: MINIMUM 1 FOOT HIGHER THAN THE DUMPSTER HEIGHTS TO FULLY SCREEN THE DUMPSTER AND NOT EXCEED 8-FT. ·ALL STRUCTURAL MEMBERS, INCLUDING BRACES, POSTS, POLES AND OTHER PROJECTIONS, ARE ON ON THE INTERIOR SIDE OF THE FENCE. ·GATES: REQUIRE COMMERCIAL GRADE HARDWARE AND NEED TO OPEN AT AN ANGLE WIDER THAN 90 DEGREES, PREFERABLY 120 DEGREES. PROVDE A HOLD OPEN TO KEEP THE GATES OPNE WHEN THE DUMPSTER IS BEING UNLOADED. ·SUPPORTING POLES AT THE GATES: GALVINIZED OR VINYL COATED WITH THE APPROPRIATE DIAMETER TO SUPPORT THE GATE AT LEAST ONE AND FIVE-EIGHTHS INCHES (1-5/8") IN DIAMETER AND REQUIRES A CLOSING LATCH. ·BOLLARDS TO BE INSTALLED AS INDICATED ON THE DETAIL PLAN. PLAN VIEW SL O P E 1 / 8 " P E R FO O T 3' - 6 " A ACCESS GATE CONCRETE FOOTING 6" COMPACTED GRAVEL UNDER FOOTING, TYP. CAP END/CORNER POST 2-5/8" O.D. LINE POST 2-3/8" O.D.FENCE POST TYP. TOP RAIL 1-5/8" O.D. 2" BLACK COATED VINYL MESH-DIA. .148" BOTTOM RAIL 1-5/8" OD CHAIN LINK FENCE WITH SCREENING DUMPSTER SLAB MIDDLE RAIL 1-5/8" O.D. 12" 12" 12" 6" 2" GRAVEL BASE IN CONFORMANCE WITH STATE HIGHWAY SPECIFICATIONS WITH MAXIMUM STONE SIZE OF 3-INCHES 4000 PSI CEMENT CONCRETE (TYPE II) 3/4" CHAMFER BITUMINOUS CONCRETE PAVEMENT INCREASED FOOTING ALL OUTSIDE EDGES COMPACTED SUBGRADE #4 @ 16" BOTH WAYS (CENTERED) ED G E O F C O N C R E T E FENCE POSTS PEDESTRIAN GATE 1.NOTES: 2.SLOPES SHOWN ARE MAX ALLOWED PER RAMP TYPE. REDUCE SLOPES WHERE AVAILABLE. 3.BROOM FINISH CONCRETE PERPENDICULAR TO SLOPE 4.FORM GROOVES 1/4" X 1/4" 6" O.C. AT 45 DEGREES TO CURB ON CONCRETE SLOPES. 5.ALL CONCRETE SHALL BE 4000 PSI TYPE II & HAVE A MIN. DEPTH OF 6" WITH W.W. MESH (6x6w1.4xw1.4) FLAT SHEETS INSTALLED 2" FROM THE BOTTOM OF THE CONCRETE LAYER. 6.TRANSITION CURB BOTH SIDES OF RAMP (SEE DETAIL). ACCESSIBLE CURB RAMP NOT TO SCALE ROADWAY PROFILE GRADE 0.00 0.01 0.02 0.03 0.04 0.05 6.0 7.0 8.0 9.5 11.5 15.0 T (FT.) WHEELCHAIR RAMP TRANSITION CURB RAMP STONE EDGE OF ROADWAY HIGH S I D E TRANS I T I O N SECTION A-A NOT TO SCALE ISOMETRIC VIEW NOT TO SCALE 2'-0" MIN. VARIES 3'-0" MIN. 1:12 MAX. 1:12 MAX. 1:50 1:50 1:12 MAX . 1:50 1:50 1:12 1:50 1:12 MAX. MINIMU M 3'-0" 6'-0" 6'-0" VARIES 1:12 MAX. 1:12 MAX. 1:12 MAX. T AT RAM P STONE LOW S I D E TRANS I T I O N 6" A 6'-0" MINIMU M 3'-0" 6"1:12 MAX. A 3'-O " M I N . 2'-O " M I N . DETECTABLE WARNING CONSTRUCTION JOINT (TYP.) STANDARD CURB SECTIONS OR WHEELCHAIR RAMP TRANSITION CURB AS REQUIRED WHEELCHAIR RAMP TRANSITION CURB CURB DETECTABLE WARNING GRAVEL BORROW BITUMINOUS OR CONCRETE SIDEWALK RAMP AND TRANSITIONS BITUMINOUS 4" OR CONCRETE 4" OR 8" CURB LINE7"X12" RAMP STONE PAVEMENT 1:10 MA X . 170° RAMP WITH WING RAMP WITH RETURNED CURB 2'-0" 4"MIN. FIBROUS CONCRETE 2'-0" 5'-0" MIN. 6" 4" GENERAL NOTES: 1.THIS STANDARD IS APPLICABLE FOR RAMP CONSTRUCTION WITHIN RIGHT-OF-WAY OR EASEMENT ONLY. 2.PAVERS ARE REQUIRED FOR ALL CURB RAMP INSTALLATIONS. 3.PAVERS WILL HAVE DETECTABLE WARNING THAT CONSISTS OF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9" (23 mm), A NOMINAL HEIGHT OF 0.2" (5 mm) AND A NOMINAL CENTER TO CENTER SPACING OF 2.35" (60 mm) AND MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT (Re: ADAAG SECTION 4.29.2). MATERIAL USED TO PROVIDE CONTRAST MUST BE AN INTEGRAL PART OF THE WALKING SURFACE. PAVER PATTERN TO BE BASKET WEAVE UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 4.TYPICAL SIDEWALK WIDTHS AND CURB RADII ARE SHOWN FOR ILLUSTRATION ONLY. REFER TO THE TRANSPORTATION CRITERIA MANUAL FOR SIDEWALK WIDTHS, CURB RADII AND CURB BASIS. 5.LIMIT THE PERMISSIBLE CONSTRUCTION JOINT BETWEEN THE PAVERS AND THE ADJOINING SURFACE TO 1-4" (6 mm) JOINT SIZE. GAPS LARGER THAN 1-4" (6 mm) MUST BE APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. ALL JOINTS BETWEEN BRICKS AND ADJOINING SURFACE TO BE MORTAR FILLED UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 6.MORTAR TO CONFORM TO STD. SPECIFICATION ITEM SECTION 403S.3.5, MORTAR AND GROUT. ALL OTHER CONCRETE MUST CONFORM TO STD. SPECIFICATION ITEM 403S, CONCRETE FOR STRUCTURES, UNLESS OTHERWISE NOTED. 7.CURB RAMPS WITH RETURNED CURB MAY ONLY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK DIAGONALLY ACROSS THE RAMP. 4'-8" 7' MIN. DETECTABLE WARNING PAD NOT TO SCALE 4" CROSS SECTION FRONT END VIEW FIBROUS CONCRETE SEE NOTE 5. RETURNED CURB (TYP.) 6" MIN. PREPARED SUBGRADE 1" MORTAR BED (SEE NOTE 5.) PAVERS PERMISSIBLE CONSTRUCTION JOINT. (SEE NOTE 5) WING 3" MIN. FIBROUS CONCRETE (SEE STD. SPECIFICATION ITEM 407). GENERAL NOTES: 1.SUB-GRADE (EXISTING MATERIAL) SHALL CONSIST OF INERT MATERIAL THAT IS HARD, DURABLE STONE AND/OR COARSE SAND, FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW THE FINISH PAVEMENT SURFACE. EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALL PAVED AREAS PRIOR TO SUB-BASE INSTALLATION. 2.PLACE SUB-BASE IN MAXIMUM 8" LIFTS (COMPACTED TO 95%). 3.COMPACT SUB-GRADE FILL TO 95% COMPACTION. 4.SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. 5.SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE. 6.SWEEP CLEAN THE EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLING THE WEARING COURSE BY A STREET SWEEPING MACHINE . 7.APPLY A TACK COAT PER SPECIFICATIONS. BITUMINOUS PAVEMENT NOT TO SCALE APPROVED SUBGRADE COMPACTED DENSE GRADE, DENSE BLENDED CRUSHED STONE OR RECLAIMED PAVEMENT BORROW CONFORMING TO STATE DOT STANDARD SPECIFICATIONS CLASS I TYPE I-1 BIT. PAVEMENT: WEARING SURFACE, ON BINDER COURSE (PER STATE DOT STANDARDS) 1 1 2" 2 1 2" HEAVY OR 1 1 2" MEDIUM 12" HEAVY 8" MEDIUM 12" CONCRETE FIXED STEEL BOLLARD NOT TO SCALE 3'-0" 3'-0" 6'-0" NOTE: ALL PIPE SECTIONS TO BE CONSTRUCTED OF SCHEDULE 40 GALVANIZED STEEL PIPE. BOLLARD PAINTED SAFETY YELLOW OVER ENTIRE EXPOSED SURFACE 18" X 18" X 24" DEPTH CONCRETE FOOTING (SLOPE TO DRAIN & INSTALL EXPANSION MATERIAL WHEN IN PAVING) 6"Ø SCHEDULE 40 GALVANIZED STEEL PIPE FILLED WITH CONCRETE FINISHED GRADE COMPACTED CRUSHED ROCK FOR DRAINAGE 12" DEPTH UNDISTURBED OR COMPACTED SUBGRADE 1/2" THICK STEEL CAP (WELDED TO 6"Ø STEEL PIPE) 2" WIDE REFLECTIVE TAPE BIKE RACK NOT TO SCALE NOTES: 1.MOUNTING: SURFACE MOUNT WITH SQUARE FLANGE. 2.COLOR OPTION: GALVANIZED. 3.PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4.FINAL PRODUCT SELECTION TO BE DETERMINED PRIOR TO CONSTRUCTION. CONTACT SELECTED MANUFACTURER FOR DETAILS. GROUND LEVEL 3/ 8 " 2-3/8" 32 " 35-3/8" 30-5/8" 17-1/4" CENTER-TO-CENTER 1/2" ANCHOR BOLTS PLAN VIEW SECTION A-A STONE CONSTRUCTION ENTRANCE NOT TO SCALE PU B L I C R O A D W A Y A NOTE: 1.ROCK ENTRANCE(S) TO REMAIN UNTIL INSTALLATION OF PAVEMENT SUB-BASE IS TO BEGIN. 2.SEE SITE PLAN FOR LOCATION & ACTUALLY DIMENSIONS VA R I E S - S E E S I T E P L A N (1 5 ' M I N . 2 5 ' T Y P . ) VARIES - SEE SITE PLAN (50' MIN.) 12" WASHED CRUSHED STONE AGGREGATE ASTM DESIGNATION C-33, SIZE NO. 2 (1-1/2” TO 2-1/2”) 6" ROADWAY SUBGRADE PREPARATION (95% COMPACTION) A R=TO SUIT (15' MIN., 25' TYP.) NOTES: 1.PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE- FORMED JOINT FILLER. 2.PROVIDE TOOLED CONTROL JOINTS AT 5' O.C. TYP. - 6' MAX. 3.PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 4.CEMENT CONCRETE: 4,000 PSI-TYPE II 5.IF APPLICABLE, MATCH ALL EXISTING SIDEWALK WIDTHS. 6.SUBBASE: COMPACTED TO 95%. 12" CONCRETE SIDEWALK NOT TO SCALE AS SPECIFIED ON PLANS EXPANSION JOINT DETAIL 6" REVEAL 1.0% TYP. - 2.0% MAX. SUBBASE: 8" COMPACTED GRAVEL (112" MAX. STONE SIZE) APPROVED SUBGRADE CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT CURB/BLDG. FACE, FIXED OBJECT, OR CONC. SIDEWALK SECTION FINISH GRADE SEE PLANS FOR SURFACE TYPE EXPANSION JOINT SEALANT W.W. MESH (6x6w1.4xw1.4) FLAT SHEETS 4" CEMENT CONCRETE VERTICAL CURB (SEE DETAIL) FINISH PAVEMENT 1" NOTE: 1.VERTICAL CURB MIN. HEIGHT = 18" MIN. WIDTH = 6" 2.VERTICAL CURBING TO BE INSTALLED AS SHOWN ON THE SITE PLAN. 3.PROVIDE CURB EXPANSION JOINTS AT 5'-0" TO 6'-0" O.C. 4.CURB REPLACEMENT IN EXISTING PAVEMENT - SAWCUT EDGE MIN. 12" FROM CURB. 5.CONCRETE CURB - PROVIDE 1" CHAMFER OF EDGE ALONG PAVEMENT SIDE FACE FOR CONCRETE CURB. 6.CONCRETE CURB - TO HAVE A MINIMUM CONCRETE STRENGTH OF 4,000 PSI 7.CEMENT MORTAR JOINTS & INSTALL PREFORMED (1/2") EXPANSION JOINT WHERE REQUIRED. TYPICAL VERTICAL CURB NOT TO SCALE 12" (TYP.) 9" (MIN.) 6" (MIN.) 12" (MIN.) 12" (MIN.) 6" REVEAL BIT. PAVEMENT (SEE DETAIL) WEARING COURSE BINDER COURSE VERTICAL GRANITE OR PRECAST CONCRETE CURB SEE PLANS SEE SITE PLAN AND DETAILS FOR SLOPE & MATERIAL (2:1 MAX.) COMPACTED DENSE GRADE GRAVEL OR RECLAIMED ASPHALT SUBBASE APPROVED SUBGRADE CONCRETE FOOTING (MIN. 3,000 PSI) BITUMINOUS BERM NOT TO SCALE 12" MIN. 3" 6" (MIN.) NOTES: 1.BERM TO BE CONSTRUCTED OF BITUMINOUS WEARING SURFACE COURSE AS SHOWN. 2.BERM TO BE CONSTRUCTED INTEGRAL WITH BITUMINOUS WEARING SURFACE. 3.WHEN BERM IS TO BE CONSTRUCTED ON A FRESH LAID BITUMINOUS SURFACE, THAT SURFACE MUST FIRST BE CLEANED. 4.BERM TO BE FOUNDED ENTIRELY ON THE BASE COURSE. 5.FINISH GRADE AT THE BACK OF THE BERM IS TO BE BROUGHT TO THE TOP OF THE BACK EDGE OF BERM. BITUMINOUS PAVEMENT AND BINDER COURSE SEE DETAIL BITUMINOUS BERM SEE SITE PLAN FOR SLOPE & MATERIAL 12" CONCRETE TRANSITION CURB NOT TO SCALE NOTES 1.DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE OPPOSITE HAND AND INCLUDE A 1/2"Ø x 4" EPOXY COATED DOWEL 2.EXPOSED EDGES TO HAVE 3/4" CHAMFER. 3.EXPOSED SURFACES TO HAVE SPONGE FLOAT FINISH. 4.TO HAVE A MINIMUM CONCRETE STRENGTH OF 4,000 PSI. 5.TO BE INSTALLED IN ACCORDANCE WITH SECTION 501 OF THE 1995 MHD STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES BUT TO THE REVEAL AND SLOPE SHOWN IN THE DETAILS. 6' TYPICAL FACE OF CURB GUTTER LINE 18" 3/4" CHAMFER 5/8" x 2-1/2" DOWEL BAR SOCKET BUTT JOINT TYP. SILT SOCK FENCE NOT TO SCALE FLOW NOTES: 1.FENCE FABRIC TO BE 36-INCHES WIDE MINIMUM AND TO BE SECURELY FASTENED TO BEANPOLES. 6" MIN OF FABRIC TO BE BELOW GROUND SURFACE (BACKFILLED OR TOE-ED INTO GROUND). 16" BELOW GROUND 30" EXPOSED 6" MIN TOP VIEW JOINING SECTIONS OF FENCE SECTION A SECTION B COUPLERBA SECTION B BEAN POLES 2" X 2" X 4' WOODEN STAKE SUPPORT NET SILT FENCE BACKFILL SEDIMENT LADEN RUNOFF UNDISTURBED SOIL SECTION A PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L No c h a n g e s o n t h i s s h e e t 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C DE T A I L S ( 2 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 14 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - D E . d w g 14C - 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 w w 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 . 12" (MIN.) 6" (MIN.) PIPE DIAMETER VARIES VARIES VARIES LANDSCAPED AREAPAVED AREA NOTES: 1.GRAVITY SEWER AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL OR HORIZONTAL SOIL COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. 2.TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE BONDED TO PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE LOCATORS. 3.TRENCH BACKFILL: BENEATH PAVEMENT: BACKFILL SHALL BE ROADBASE AND COMPACTED TO PAVEMENT SUBBASE REQUIREMENTS-SEE DETAIL. OUTSIDE PAVEMENT: GRAVEL BORROW TYPE B (3" MINUS) COMPACTED IN MAXIMUM 8 INCH LIFTS TO TO 95% COMPACTION. 4.BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING UTILITY TRENCHES SHALL BE PLACED AND COMPACTED IN 8" (MAX.) VERTICAL LIFTS. 5.CONTRACTOR SHALL ACHIEVE 95% COMPACTION FOR THE BEDDING. 6.PEA GRAVEL SHALL CONSIST OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING THE FOLLOWING: SIEVE SIZE PERCENT PASSING 3/8"85-95 NO. 4 5-15 NO. 8 0-2 7.UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY STANDARDS THAT MAY BE MORE STRINGENT THAN THIS DETAIL. SEWER TRENCH DETAIL NOT TO SCALE 18" 6" (MIN.) COMPACTED SUBGRADE 2" THICK POLYURETHANE INSULATION WITH PVC JACKET PLACED AROUND PIPE WHERE REQUIRED COMPACTED PEA GRAVEL (SEE NOTES) INSTALL NON-WOVEN FILTER FABRIC IF GROUNDWATER IS PRESENT COMPACTED BACKFILL SEE NOTES GREEN METALLIC TRACER TAPE SURFACE TREATMENT VARIES SEE PLANS GATE VALVE INSTALLATION DETAIL NOT TO SCALE NOTES: 1.THRUST BLOCKS MINIMUM OF 3-CFT IN VOLUME. 2.INSTALL ROOFING FELT BETWEEN THE CONCRETE PAD AND THE WATERMAIN FITTINGS WHERE NECESSARY. 5'-0" MIN.THRUST BLOCK (SEE DETAIL) WELL COMPACTED BACKFILL AROUND VALVE BOX (95% PROCTOR) GATE VALVE PRECAST CONCRETE PAD ON COMPACTED BASE FITTINGS AS REQUIRED WATER MAIN ADJUSTABLE VALVE BOX WITH COVER TO GRADE NON-PAVEMENT ADD CONC. COLLAR LEVEL W/ GRADE WHERE IN PAVEMENT ADD A 24" x 24" CEMENT CONCRETE COLLAR AROUND THE ENTIRE ADJUSTABLE BOX LEVEL W/ PAVEMENT BINDER COURSE MATCH THE PROPOSED SURFACE PLUG/CAP-PLAN TABLE OF BEARING AREAS (S.F.) 8 & < 10 & 12 6 12 3 7 4 9 TEE-PLANBEND-PLAN NOTES: 1.CONCRETE FOR THRUST BLOCKS: MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2.THRUST BLOCK BEARING AREAS TO BE IN ACCORDANCE WITH TABLE, UNLESS DETERMINED OTHERWISE BY THE ENGINEER BECAUSE OF SOIL CONDITIONS. 3.THRUST BLOCK: PRECAST OR CAST-IN PLACE W/ SIDES FORMED WITH PLYWOOD. SIZE OF MAIN (IN.) BEND (90) BENDS (45 & <) TEES,CAPS OR PLUGS THRUST BLOCK DETAIL NOT TO SCALE 45° MAX 16 & >18 10 14 CONCRETE THRUST BLOCK FIRM UNDISTURBED MATERIAL BEND WATERMAIN OR SEWER FORCEMAIN TEE WATERMAIN OR SEWER FORCEMAIN CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK WATERMAIN OR SEWER FORCEMAIN PLUG/CAP FIRM UNDISTURBED MATERIAL BASEMENT FLOOR CONNECTION 45° BEND WALL BLDG SEWER STUB ADAPTOR SEWER MAIN CONNECTION HOME HOME PROPOSED HOME FLOOR 2% TYP.45° BEND END CAP OR END CAP PROPOSED GRADE "WYE" BRANCH HOUSE FOUNDATION "WYE" BRANCH ELEVATION VIEW 4" PVC FOR SINGLE RESIDENTIAL UNITS 6" PVC FOR COMMERCIAL OR MULTI-UNIT RESIDENTIAL 2" x 4" MARKER BOARD AT END CAP UNLESS CONNECTION TO HOUSE SERVICE IS COMPLETED TYPICAL SEWER WYE CONNECTION DETAIL NOT TO SCALE NOTES: 1.PIPE AND FITTING MATERIALS TO BE PVC SCH. 40 OR SDR 35. 2.ADAPTOR TO BE PREMANUFACTURED UNIT FOR CONNECTION OF PIPE TYPES. 2' MIN. 4' TYP. 5' TYP. PLAN VIEW DISTANCE VARIES EXTEND MINIMUM 5' BEYOND EDGE OF PROPOSED PAVEMENT AND WALK IN EARTH IN ROCK 6" BELOW PIPE 1'-0" WATER TRENCH DETAIL NOT TO SCALE 6" MIN. 8" BELOW PIPE TRENCH WIDTH 4' MIN. 5'- 0 " ( M I N . ) C O V E R NOTES: 1.TRENCH BACKFILL: BENEATH PAVEMENT: ROADBASE AND COMPACTED TO PAVEMENT SUBGRADE REQUIREMENTS (SEE DETAIL). OUTSIDE PAVEMENT: GRAVEL BORROW TYPE B (3" MINUS) COMPACTED IN MAXIMUM 8 INCH LIFTS TO TO 95% COMPACTION. 2.TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE BONDED TO PLASTIC LAYERS. A MINIMUM 5mm THICK METALLIC TRACER TAPE MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE LOCATORS. 3.ACHIEVE 95% COMPACTION FOR THE BEDDING. 4.PEA GRAVEL CONSISTS OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING THE FOLLOWING: SIEVE SIZE PERCENT PASSING 3/8"85-95 NO. 4 5-15 NO. 8 0-2 5.INSTALL UTILITY IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY STANDARDS THAT MAY BE MORE STRINGENT THAN THIS DETAIL. LANDSCAPED AREA-SEE DETAILSPAVED AREA-SEE DETAIL SURFACE TREATMENT VARIES (SEE PLANS AND DETAILS) PAVEMENT BASE MATERIAL (SEE DETAIL) COMPACTED BACKFILL (SEE NOTES) MAGNETIC WARNING TAPE BEDDING AROUND PIPE BACKFILL WITH PROCESSED SAND OR OTHER MATERIAL APPROVED BY THE ENGINEER WATER PIPE NOTES: 1.SITE WORK SUBCONTRACTOR SHALL PERFORM EXCAVATION, BACKFILL AND WARNING TAPE INSTALLATION FOR ALL UTILITY TRENCH WORK. ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS, PULLWIRES, AND HANDHOLES AS REQUIRED FOR ELECTRICAL WORK. 2.UTILITY CONDUITS SHALL INCLUDE A COMBINATION OF ONE, TWO, OR ALL OF (1) FOR TELEPHONE, (1) FOR ELECTRICAL, AND (1) FOR CABLE TELEVISION, (1) FOR OTHER AS SHOWN IN THE SITE PLAN. 3.TRENCH BACKFILL MUST BE COMPACTED IN MAXIMUM 8 INCH LIFTS. BENEATH PAVEMENT BACKFILL SHALL BE ROADBASE, OUTSIDE PAVEMENT GRAVEL BORROW TYPE B (3" MINUS). 5.UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY STANDARDS THAT MAY BE MORE STRINGENT THAN THIS DETAIL. TYPICAL UTILITY TRENCH DETAIL NOT TO SCALE 6" MIN. 1'-0" MIN. 3'- 0 " M I N . FINISH GRADERED METALLIC WARNING TAPE INSTALLED 12" ABOVE ALL CONDUIT COMPACTED BACKFILL (95% COMPACTION) UTILITY CONDUITS (SIZE & # AS REQUIRED) 6" MIN. PROCESSED SAND AROUND CONDUITS 5' MIN. PROVIDE TUBE EXTENSION OFF CURB STOP PER TOWN REQUIREMENTS FINISHED GRADE WHERE IN PAVEMENT ADD A 8"X8" CEMENT CONCRETE COLLAR AROUND ENTIRE ADJUSTABLE BOX LEVEL WITH PAVEMENT BINDER COURSE WRAP TUBING IN #12 WIRE AND CONNECT TO CORPORATION & CURB STOP WATER SERVICE TUBE (PE 3408 CLASS 200) WATER CONNECTION DETAIL NOT TO SCALE DUCT TAPE END 5-1/2" CURB BOX SERVICE BOX COVER TO GRADE SERVICE BOX ROD CURB STOP CORPORATION STOP SERVICE SADDLE WATERMAIN WITH SADDLE SUPPORT FOR CORPORATION STOP SET FRAME IN FULL BED OF MORTAR (12" MIN WIDTH) ADJUST TO REQUIRED GRADE WITH PRECAST REINFORCED CONCRETE RISER OR W/ MIN 2 OR MAX 4 BRICK COURSES PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION. MINIMUM 0.12 IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION MI99 S=0.02 S=0.02 CARRY CHANNEL VERTICAL FROM SPRING LINE TO CROWN BRICK W/ MORTAR CHANNEL AND SHELF OR POURED CONCRETE WITH PVC CHANNEL TYP. MANHOLE COVER MIN. 9" 3/4" CRUSHED STONE BASE OVER APPROVED MATERIAL. PRECAST CONCRETE SEWER MANHOLE (SMH) NOT TO SCALE 26" MIN. SEWER MANHOLE INVERT PLAN VIEW CONTINUOUS BUTYL RUBBER GASKET AT ALL JOINTS 3" PROVIDE WYE CHANNEL MANHOLE FRAME & COVER (H20) 1 INCH DIA. DROP FRONT TYPE MANHOLE STEPS MORTAR ALL JOINTS 2'-0" Ø MIN. 4'-0" DIA. 1" CLEAR REBAR COVERAGE THICKNESS PER MASS HIGHWAY 6" MIN. 5" MIN. OUTSIDE OF PIPE +2 IN. CLEARANCE 4'-0" ECCENTRIC CONE SECTION HEIGHT OF RISER SECTIONS VARY FROM 1' TO 4' WATERTIGHT RUBBER BOOT PROVIDE "V" OPENINGS NOTE: MANHOLE FRAMES AND COVERS SHALL BE OF H20 LOADED, HEAVY DUTY, GRAY CAST IRON CONFORMING TO ASTM STANDARD A48 CLASS 30. 2" 3"4" 3'-9" 11 " 10 " 6" OPENING IN PAD TRANSFORMER PAD DETAIL NOT TO SCALE NOTE: ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR MUST VERIFY DIMENSIONS OF TRANSFORMER PRIOR TO CONSTRUCTING PAD 5" THICK 4'-0" 3'-6" CRUSHED STONE BASE TRANSFORMER, ANCHOR AS RECOMMENDED BY MANUFACTURER CONCRETE PAD WITH WWM 6x6, 10/10 TO END 1-1/2" FROM EDGES ELECTRICAL HANDHOLE DETAIL NOT TO SCALE A FINISH GRADE 6" MIN 8"1'- 9 " 3'- 6 " M I N . 6'- 0 " M A X . 3'-2"8" PLAN #5 @ 10" (TYP.) 6" CRUSHED STONE 3'- 0 " M I N 9" 3'- 2 " 8" 8" 4'-6" #5 @ 10" (TYP.) PVC CONDUIT A SECTION A-A PVC CONDUIT (TYP.) BRICK CHIMNEY WITH FULL BEARING GROUT UNDER FRAME. HEIGHT VARIES TO SUIT FIELD CONDITIONS OPENING IN SLAB FOR MANHOLE COVER AND FRAME MANHOLE FRAME AND COVER (H20) 8"8" TYPICAL ENVIRO-SEPTIC VENTING NOT TO SCALE LO W V E N T 2" MIN OVER 2" MIN OVER 10' MIN 3' MIN DRILL SEVERAL 1/4"Ø HOLES AT LOW POINT OF ELBOW TO DRAIN CONDENSATION. LOW POINT MUST BE ABOVE SEASONAL HIGH WATER TABLE. PLACE WASHED STONE AROUND ELBOW DISGUISE VENT IN TREE DISGUISE LOW VENT IN SHRUBS SCREEN VENT OPENINGS (TYP.) TOP OF DISTRIBUTION BOX PLACE WASHED STONE AROUND ELBOW DISTRIBUTION BOX SLOPE SL O P E SLOPE HI G H V E N T SLO P E TYPICAL ENVIRO SEPTIC EFFLUENT DISPOSAL AREA CROSS SECTION NOT TO SCALE 1.5'MIN. 1'MIN. 1' NATURALLY OCCURRING PERVIOUS MATERIAL. REMOVE ANY UNSUITABLE SOIL IN ACCORDANCE WITH TITLE 5, 310 CMR 15.255(3) ENVIRO-SEPTIC PIPE (12" DIA.) C-33 SYSTEM SAND 3" 6" FINISHED GRADE VARIES, SEE SITE PLAN TYPICAL SLOPED ENVIRO-SEPTIC SECTION VIEW NOT TO SCALE SLOPE BED BOTTOM TO MATCH EXISTING TERRAIN SLOPE (25% MAX) ORIGINAL GRADE 6" 21" DRAINAGE STRUCTURE FRAME AND COVER NOT TO SCALE 1" 2" 3/8" 3/4"3/4" 3" 1" 1'-113 4" 3/8" 3 4" 1" 11 2" 1" 1" NOTES: 1.FRAME AND COVER TO CONFORM TO MASSACHUSETTS STANDARDS HEAVY DUTY (EAST JORDAN, NEENAH, OR APPROVED EQUIVALENT) 2.ALL H20 LOADING 3.MIN. FRAME WEIGHT: 4" FLANGE 295 LBS 3" FLANGE 265 LBS 4.MATERIAL-CAST IRON 5.MIN. GRATE WEIGHT: 200LBS. 6.SEE CATCHBASIN AND MANHOLE DETAILS FOR INSTALLATION. SOLID COVER PLAN SECTION A-A 3/4" DIA. SOLID COVER MANHOLE FRAME ℄ A A DRAIN PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L Ad d S e w a g e L i f t S t a t i o n d e t a i l 1' DIA. CONCRETE SONETUBE E-ONE GRINDER PUMP (TYP. 4) 8' DIA. PRECAST CONCRETE WET WELL 46" 34" FROM SEWER COLLECTION ±1'PUMP FLANGE ADAPTERS (TYP. 4) STAINLESS STEEL SLIDE RAIL (TYP. 2) WATERTIGHT HATCH (46"X34") WITH SEAL AND SAFETY GRATE (TYP.) 40 AISI 3 1 6 L psi 0 60 80 20 100 40 AISI 3 1 6 L psi 0 60 80 20 100 40 AISI 3 1 6 L psi 0 60 80 20 100 40 AISI 3 1 6 L psi 0 60 80 20 100 1 1 2" SS DISCHARGE NON MERCURY FLOAT (TYP. 4) SEWAGE LIFT STATION NOT TO SCALE FALL PROTECTION ANCHOR DETAIL NOT TO SCALE 3' 5,000 LB. CONCRETE ANCHOR (CONNEY GUARDIAN FALL PROTECTION ANCHOR OR APPROVED EQUAL) 1' DIA. LATERAL VALVE (TYP. 4) CROSS FITTING (TYP. 2) UNION (TYP. 7) 4' MIN 4" PVC EXHAUST VENT WITH CARBON FILTER 12" OF 3/4" COMPACTED CRUSHED STONE BASE ENVIRONMENT ONE GRINDER PUMP (TYP. 4) PORTABLE DAVIT CRANE PEDESTAL BASE (FINAL LOCATION TO BE FIELD DETERMINED) WATERPROOF CABLE INLET NO CABLE SPLICES INSIDE PUMP CHAMBER PORTABLE DAVIT CRANE PEDESTAL BASE (FINAL LOCATION TO BE FIELD DETERMINED) 4" STANDPIPE FOR PRESSURE TRANSDUCER PRESSURE TRANSDUCER BACKUP FLOAT (TYP.2) TO AIR RELEASE MANHOLE VERIFY SEASONAL HIGH WATER TABLE 8" INLET TEE SYSTEM 1 1/2" SS TO 2" PVC ADAPTOR 1 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C DE T A I L S ( 3 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 15 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - D E . d w g 15C - 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 w w 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 . TYPICAL ROOF DRAIN DETAIL NOT TO SCALE DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. 2" TYP. NOTE: ALL PIPE AFTER THE ADAPTER TO BE 6" Ø PIPE UNLESS OTHERWISE NOTED. 1-FT MIN. COVER 6" TYP. INJECTION MOLDED HDPE TEE FITTING OR 90° ELBOW HDPE PIPE INJECTION MOLDED ST 90° BEND SNAP CONNECTION INJECTION MOLDED 45° BEND (FOR WYE ONLY) DOWNSPOUT ADAPTER RISER TO SUIT INJECTION MOLDED 45° WYE OR TEE FINISHED GRADE CLEAN OUT END CAP ADJUST GRADE PER GRADING PLAN 2'x2' CONC. SPLASH BLOCK OVERFLOW TEE W/ 90° ELBOW DOWN BUILDING FACE NOTES: 1.ALL SECTIONS TO BE DESIGNED FOR H-20 LOADING. 2.COPOLYMER MANHOLE STEPS TO BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE. 3.PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 4.JOINT SEALANT BETWEEN PRECAST SECTIONS TO BE PREFORMED BUTYL RUBBER. 5.DRAIN MANHOLE FRAME AND COVER TO BE SET IN FULL 12" MORTAR BED. ADJUST TO GRADE WITH PRECAST CONCRETE RISER OR BRICK. 6.DO NOT PLACE MORTAR BED AROUND STRUCTURE UNTIL IT IS AT THE REQUIRED FINISH ELEVATION AND ALIGNMENT. 7.FRAME AND COVER TO CONFORM TO MASSACHUSETTS STANDARDS HEAVY DUTY (EAST JORDAN, NEENAH, OR APPROVED EQUIVALENT). 48" DIA. (MIN.) 8" (MIN.) 24" DIA. ACCESS 12" 8" 24" DIA. ACCESS 8" 12" (MIN.) 6" MIN. COMPACTED 3/4" CRUSHED STONE PRECAST DRAIN MANHOLE (DMH) NOT TO SCALE ALTERNATE TOP SLAB IN GRASS COMPACTED SUBGRADE COMPACTED CRUSHED STONE SEE NOTE 3. DIA. VARIES SEE NOTE 4. SEE NOTE 5,6. FINISH GRADE STEPS (SEE NOTE 2) ECCENTRIC CONE SECTION SEE ALTERNATE TO SLAB RISER SECTION AS REQUIRED MONOLITHIC BASE SECTION 48" DIA. MIN. SLOPE SLOPE SIDEWALK CROSSING CULVERT DETAIL NOT TO SCALE 8" HDPE PIPE @ 0.5% (MIN) 12" TYP. 3" SLOPE (SEE SITE PLAN) SLOPE PER SITE PLAN SIDEWALK WIDTH PER SITE PLAN 3' MIN. GENERAL NOTES: 1.SEE SITE PLAN FOR LOCATIONS. 2.CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTING THE GRASS CHANNEL TO PROVIDE A CONTINUOUS SLOPE TO THE RECEIVING AREA WITHOUT PONDING DEPRESSIONS. 14" MIN. ON CENTER 2 6" MIN. REINFORCED VEGETATED SWALE (SEE DETAIL) 2:1 MAX SIDE SLOPE OFF SIDEWALK SIDEWALK PAVEMENT INVERT A APPROVED NATIVE SUBGRADE COMPACTED BANK RUN GRAVEL PIPE BEDDING INVERT B- FLARED END SECTION TO BE HAND CUT PIPE INVERT FLUSH WITH CHANNEL BOTTOM SIDEWALK PER SITE PLAN GRASS SIDE SLOPES (SEE SITE PLAN) SINGLE OR TWIN 8" HDPE CROSS CULVERT (PER PLAN) APPROVED NATIVE SUBGRADE PROFILE SECTION 1 2 TYP 1 A A NOTES: 1.CONTRACTOR RESPONSIBLE FOR SLOPE STABILIZATION AND SAFETY MEASURES DURING CONSTRUCTION. SIDE SLOPES TO BE 3:1 MAXIMUM SLOPE. 2.LOAM AND SEED SIDE SLOPES PER SPECIFICATIONS. TOP OF BIO SOIL "B" 6" PONDING DEPTH (MAX) BIORETENTION FACILITY DETAIL NOT TO SCALE 3 BIORETENTION SOIL-SEE SPEC. NOTES PEA GRAVEL 1 BOTTOM OF BIO SOIL "C" 3' MIN 3" MIN BOTTOM OF BED "D" BIORETENTION PLANTINGS (SEE PLANTING PLAN) OVERFLOW OUTLET "A" SEE DETAIL TAPER BIORETENTION SOIL FROM OUTLET STRUCTURE FILTER FABRIC ON SIDE WALLS ONLY MIRAFI 140N OR APPROVED EQUAL FILTER FABRIC ON SIDE WALLS ONLY MIRAFI 140N OR APPROVED EQUAL APPROVED NATIVE BACKFILL MATERIAL VERTICAL EXCAVATION SLOPE OUTLET PIPE INVERT "F" 3' MIN. SHWT PAVED FLUME TO SLOPE DOWN BY 1.5" (MIN.) TO INLET PAVED INLET RAIN GUARDIAN FORTRESS DETAIL NOT TO SCALE CURB-CUT (WIDTH VARIES) 4'-0" 5' 2" 1'-6" PAVED FLUME (LENGTH VARIES) VERTICAL CURB CONCRETE PAD POSITION RAIN GUARDIAN FORTRESS SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH FILTER VERTICAL CURB 11 1 2" 4" 6" GUTTERLINE BIORETENTION AREA BOTTOM HIGH VOLUME OVERFLOW RAIN GUARDIAN FORTRESS INTERNAL GRATE PRIMARY OUTLET SUBSOILS CLASS 5 AGGREGATE CONCRETE PAD REMOVABLE FILTER WALL CAPE COD BERM OR VERTICAL CURB 15 3 8" STEEL GRATE CURB ALONG PAVED FLUME PAVEMENT DROP HEIGHT FROM GUTTERLINE TO OUTLET PLAN VIEW SECTION VIEW 24" 3.04" 135° 6" MIN. 4"-24" DUCTILE IRON 120° 135° NYLOPLAST BY "NYLOPLAST" OR APPROVED EQUIVALENT VA R I A B L E O V E R A L L HE I G H T ( 2 ' M I N . ) NOTE: ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0% TO 359% TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE NYLOPLAST DRAWINGS. OVERFLOW INLET DETAIL NOT TO SCALE MAX. RECOMMENDED OVERALL HEIGHT 10' NOTES: 1.MATERIALS TO CONFORM TO ASTM A536 GRADE 70-50-05 2.CASTINGS ARE FURNISHED WITH A BLACK PAINT 0.3 0.1 D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N YL O P L AST 0.7 24" DIA NYLOPLAST DOME GRATE 28 12" DIA NYLOPLAST FRAME DOME FRAME AND GRATE DETAIL NOT TO SCALE 24" DOME FRAME AND GRATE INLET AND OUTLET ADAPTERS AVAILABLE 4" THRU 24" VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR ADS N-12, SDR-35 SEWER, SCHEDULE 40 DWV, CORRUGATED PVC, RIBBED PVC 6" MIN. 3/4" STONE BASE VARIABLE INVERT HEIGHT INFILTRATION BASIN DETAIL NOT TO SCALE LENGTH AND WIDTH VARIES SEE PLANS PLANTINGS PARABOLIC BASIN BOTTOM APPROVED NATIVE MATERIAL 6" LOAM & SEED EXISTING GRADE 3 1 RAIN GUARDIAN FOX HOLE DETAIL NOT TO SCALE PERMITTING SET ONLY NOT FOR CONSTRUCTION JH 05 / 0 2 / 2 3 M L No c h a n g e s o n t h i s s h e e t ELEVATIONS TO BE SPECIFIED ON CONSTRUCTION DRAWINGS (TYP.) 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 DE C E M B E R 2 0 , 2 0 2 2 M C L / E W H M C L / E W H RA C DE T A I L S ( 4 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (5 0 8 ) 8 3 3 - 6 6 0 0 Fa x : (5 0 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 16 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y m l H: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - D E . d w g 16C - 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 w w 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 . STORMTECH GENERAL NOTES 1.STORMTECH LLC ("STORMTECH") REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. 2.OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR INSTALLATION INSTRUCTIONS. 3.STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.): MINIMUM COVER IS 18 INCHES NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 96 INCHES INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS 24 INCHES, MAXIMUM COVER IS 96 INCHES. 4.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. 5.AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. 6.STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 7.BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 8.THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. 9.THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. 10.STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1-888-892-2694 OR VISIT WWW.STORMTECH.COM. Detention Retention Recharge Subsurface Stormwater ManagementSM SECTION VIEW A-ASTORMTECH SINGLE TEE MANUFACTURED BY ADS STORMTECH DOUBLE MANIFOLD MANUFACTURED BY ADS STORMTECH TRIPLE ECENTRIC MANIFOLD MANUFACTURED BY ADS FOR INFORMATION CALL 1-888-892-2694 A A A A A A HEADER PIPE SIZES STUB SIZE 48"42"36"30"24"18"15"12"10"8"6" 12"AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL --- 10"----AVAIL AVAIL AVAIL AVAIL AVAIL -- 8"----AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - 6"AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - STANDARD HEADERS AVAILABLE MANIFOLDS ARE DESIGNED TO BE COUPLED TO STORMTECH PREFABRICATED END CAPS. WHEN USING STANDARD END CAPS, CORRUGATE DPIPE 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 NOT TO SCALE PERMITTING SET ONLY NOT FOR CONSTRUCTION ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS TO MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101. 2.MC-4500 CHAMBERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT TO NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 TO BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS TO BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION/DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 NO COMPACTION REQUIRED. MC-4500 CROSS SECTION NOT TO SCALE 24" MIN*7.0' MAX 12" MIN 100" 12" MIN 12" MIN 9" D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30". 15" BASE STONE PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-4500 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 60" ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PART #STUB B C MC4500IEPP06T 6"42.54"--- MC4500IEPP06B ---0.86" MC4500IEPP08T 8"40.50"--- MC4500IEPP08B ---1.01" MC4500IEPP10T 10"38.37"--- MC4500IEPP10B ---1.33" MC4500IEPP12T 12"35.69"--- MC4500IEPP12B ---1.55" MC4500IEPP15T 15"32.72"--- MC4500IEPP15B ---1.70" MC4500IEPP18T 18" 29.36"---MC4500IEPP18TW MC4500IEPP18B ---1.97"MC4500IEPP18BW MC4500IEPP24T 24" 23.05"---MC4500IEPP24TW MC4500IEPP24B ---2.26"MC4500IEPP24BW NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 48.3" CHAMBER STORAGE 106.5 CUBIC FEET MINIMUM INSTALLED STORAGE*162.6 CUBIC FEET WEIGHT (NOMINAL)125.0 lbs. NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)90.0" X 61.0" X 32.8" END CAP STORAGE 39.5 CUBIC FEET MINIMUM INSTALLED STORAGE*115.3 CUBIC FEET WEIGHT (NOMINAL)90 lbs. *ASSUMES 12" STONE ABOVE, 9" STONE FOUNDATION AND BETWEEN CHAMBERS, 12" STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" B C 52.0"48.3" INSTALLED 60.0" 100.0" 90.0" 61.0" 32.8" INSTALLED 38.0" BUILD ROW IN THIS DIRECTION LOWER JOINT CORRUGATION VALLEY STIFFENING RIB CREST WEB UPPER JOINT CORRUGATION CREST STIFFENING RIB MC-4500 TECHNICAL SPECIFICATIONS NOT TO SCALE FOOT A A SECTION A-A B B SECTION B-B INV. ELEV. A 4' MIN.IN FROM DRAINAGE NETWORK STORMTECH SYSTEM DETAIL NOT TO SCALE IN FROM DRAINAGE NETWORK BOTTOM OF FOUNDATION STONE ELEV. D BOTTOM OF CHAMBER ELEV. C INLET PIPE INV. ELEV. B TOP OF STONE ELEV. F TOP OF CHAMBERS ELEV. E FINISH GRADE-SEE PLANS INLET PIPE SET AT BOTTOM OF END CAP STORMTECH MC-4500 STUB PREFABRICATED END CAP WHEN SPECIFIED, WEIR PLATE ELEVATION SET EVEN WITH THE TOP OF CHAMBERS MANIFOLD PIPE (SEE SCHEDULE) HDPE MANIFOLD INLET PIPE-SEE SCHEDULE PLACE WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS PLACE UNDER FIRST TWO CHAMEBRS ONLY- SEE MANIFOLD DETAIL STORMTECH MC-4500 CHAMBER OVERFLOW WEIR MANHOLE 4' Ø MIN. INLET SET AT BOTTOM OF END CAP 18" MIN WIDTH CONCRETE SLAB 8" MIN THICKNESS 10" PVC SCH40 PIPE MC-4500 CHAMBER STORMTECH 10 INCH PORT DETAIL NOT TO SCALE NOTES: 1.ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. 2.INSPECTION PORTS TO BE INSTALLED IN THE MIDDLE CHAMBER OF EACH CHAMBER ROW 3.FOR STORMTECH INFORMATION CALL 1-888-892-2694 15" NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2715AG10IP SOLID COVER: 1599CGC GRATE: 1599CGS 10" INSERTA TEE PART# 10IPSSTIP/10SLRUB INSERTA TEE TO BE CENTERED ON CORRUGATION CREST CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS PAVEMENT CONCRETE COLLAR JH 05 / 0 2 / 2 3 M L Up d a t e S t o r m T e c h D e t a i l s 8 6 6 6 11 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 M A T C H L I N E M A T C H L I N E D D D D D D D 99 10 0 105 10 5 99 10 1 10 2 10 3 103 103 10 4 104 100 97 98 99 101 102 103 98 9 9 101 10 2 10 0 101 10 2 10 3 104 10 3 104 105 10 5 104 10 3 103 104 105 102 103 102 103 104 101 103 100 9 9 10099 9 8 9 7 9 7 98 9 5 10 3 10 4 9 7 99 100 101 102 9 9 100 98 9 7 98 9998 99 98 97 10 0 9 9 101 103 10 2 101 100 9 5 9 6 102 10 0 9 5 101 101 101 9 4 9 4 9 6 9 3 9 3 96 9 6 96 9 8 99 10 3 100 9 6 9 5 10 2 10 0 9 9 10 2 10 0 101 102103 10 0 101 101 102 101100 10 2 101 10 4 102 10 4 10 3 102 S S S S S S S S SSS S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W HY D HY D WV WW WW W W W W W W WW WV WV WV WV WV WV E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/ T / C E/T/C E/T/C E/T/C E/T / C E/T / C E/T / C E/ T / C E/ T / C E/ T / C E/T/C W W W W E/T/ C E/T / C E/ T / C CO CO BIORETENTION AREA 6 BIORETENTION AREA 5 BIORETENTION AREA 1 SNOW STORAGE BIORETENTION AREA 7 SCREENING PLANTING TYP. STREETSCAPE PLANTING AREA TYP. EXISTING VEGETATION TO BE PRESERVED STREET TREE TYP. SEED MIX 1 BRUSH LINE 40' DISTANCE TYP. BETWEEN STREET TREES STREET TREE TYP. LARGE DECIDUOUS TREE TYP. VEGETATED INFILTRATION BASIN40.0' LIMIT OF 30' VEGETATED BUFFER 20' ZONING SETBACK SCREENING PLANTING TYP. TO BE ADJUSTED IN THE FIELD AT TIME OF PLANTING FOR MAXIMUM SCREENING SUGGESTED MIX OF SPECIES: -2 ILEX OPACA 'JERSEY PRINCESS' -9 RHODODENDRON MAXIMUM -8 RHODODENDRON CATAWBIENSE SEED MIX 2 SCREENING FENCE EXISTING TREE TO REMAIN STREET TREE LARGE DECIDUOUS TREE UNDERSTORY TREE EVERGREEN TREE MEDIUM EVERGREEN TREE SMALL SCREENING SHRUB LEGEND: SEED MIX: SEED MIX #1: HARMONY SEED MIX (MOW BI-WEEKLY) Coastal/Wavy Hair Grass (Deschampsia flexuosa) Sheep Fescue (Festuca ovina L.) Blue Fescue (Festuca glauca) Hard Fescue (Festuca brevipila) SEED MIX #2: ENHANCED HARMONY SEED MIX (MOW ANNUALLY AS NEEDED) Coastal/Wavy Hair Grass (Deschampsia flexuosa) Little Bluestem (Schizachyrium scoparium) Big Bluestem (Andropogon gerardii) Upland Bentgrass (Agrostis perennans) Blue Fescue (Festuca glauca) Hard Fescue (Festuca brevipila) Assorted Native Wildflowers la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y k k K: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - L A . 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION 04 / 0 3 / 2 3 K J K J H U p d a t e d s c r e e n i n g p l a n t i n g 05 / 0 2 / 2 3 K J K B R K U p d a t e d s c r e e n i n g p l a n t i n g 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 DE C E M B E R 2 0 , 2 0 2 2 KJ K / H L C K J K BR K PL A N T I N G P L A N ( 1 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (50 8 ) 8 3 3 - 6 6 0 0 Fa x : (50 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 17 1922084of 1L - 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 : PROPOSED PLANT LIST: PLANTING LAYOUT NOTES 1. ANY DISTURBED AREAS AROUND THE BUILDING TO BE PLANTED WITH SEED MIX #1. 2.SEED THE BIORETENTION AREAS WITH SEED MIX #2. 3. 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. 2 1 8 6 9 8 7 34 2 BLDG 1 BLDG 2 BLDG 3 BLDG 10 BLDG 11 M A T C H L I N E 3 BLDG 12 D D D DD D D D 99 10 0 99 99 10 110 2 100 97 98 99 101 102 98 99 99 99 100 99 98 98 98 9 8 97 9 9 99 98 9 7 9 9 9 8 98 99 9 9 9 8 100 101 10 0 9 9 9 9 10 0 10 1 102 102 101 100 9 9 95 9 4 9 6 98 9 7 99 98 98 9 9 96 100 107 101 100 9 9 9 8 9 7 99 97 99 9 4 9 6 9 3 9 5 106 105 10 4 10 3 10 4105 103 103 101 102 103 10 4 102 101 4H : 1 V 99 98 97 96 99 98 97 9 6 99 98 98 97 97 9 8 9 8 S S SS S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S W W W W W W W W W W W W HY D HY D HY D W W W W W W WW WV WV WV WW E/T/C E/T/C E/T/C E/ T / C E/ T / C E/ T / C E/T/C E/T/C E/T/C E/ T / C E/ T / C W W E/T / C E/T/C W W W W E/ T / C E/T/C W W E S BIORETENTION AREA 2 BIORETENTION AREA 3 BIORETENTION AREA 4 SNOW STORAGE SNOW STORAGE SNOW STORAGE BIORETENTION AREA 8 STONE SURROUNDING BUILDING TYP. STREETSCAPE PLANTING AREA TYP. RESIDENTIAL PLANTING AREA TYP. SEED MIX 1 STREET TREE TYP. RESIDENTIAL PLANTING AREA TYP. 40' DISTANCE TYP. BETWEEN STREET TREES LARGE DECIDUOUS TREE TYP. 40.0' SCREENING PLANTING TYP. TO BE ADJUSTED IN THE FIELD AT TIME OF PLANTING FOR MAXIMUM SCREENING SUGGESTED MIX OF SPECIES: -4 ILEX OPACA 'JERSEY PRINCESS' -5 RHODODENDRON MAXIMUM SEED MIX: SEED MIX #1: HARMONY SEED MIX (MOW BI-WEEKLY) Coastal/Wavy Hair Grass (Deschampsia flexuosa) Sheep Fescue (Festuca ovina L.) Blue Fescue (Festuca glauca) Hard Fescue (Festuca brevipila) SEED MIX #2: ENHANCED HARMONY SEED MIX (MOW ANNUALLY AS NEEDED) Coastal/Wavy Hair Grass (Deschampsia flexuosa) Little Bluestem (Schizachyrium scoparium) Big Bluestem (Andropogon gerardii) Upland Bentgrass (Agrostis perennans) Blue Fescue (Festuca glauca) Hard Fescue (Festuca brevipila) Assorted Native Wildflowers EXISTING TREE TO REMAIN STREET TREE LARGE DECIDUOUS TREE UNDERSTORY TREE EVERGREEN TREE MEDIUM EVERGREEN TREE LEGEND: 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 DE C E M B E R 2 0 , 2 0 2 2 KJ K / H L C K J K BR K PL A N T I N G P L A N ( 2 ) 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (50 8 ) 8 3 3 - 6 6 0 0 Fa x : (50 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 18 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y k k K: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - L A . d w g (in feet) GRAPHIC SCALE 020 10 20 40 80 1 INCH = 20 FEET 2L - 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 w w w . h o r s l e y w i t t e n . c o m 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 50 8 - 8 3 3 - 6 6 0 0 v o i c e 50 8 - 8 3 3 - 3 1 5 0 f a x Ho r s l e y W i t t e n G r o u p , I n c . PERMITTING SET ONLY NOT FOR CONSTRUCTION 05 / 0 2 / 2 3 K J K B R K U p d a t e d s c r e e n i n g p l a n t i n g 1 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 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 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 SIDEWALKS 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 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, AS NECESSARY. 19. CREATE A 2" TO 4" BERM AROUND THE EDGE OF PLANTING HOLE WITH REMAINING SOIL TO RETAIN WATER. 20. REMOVE ALL PLANT TAGS AND FLAGS FROM THE PLANTS. 21. MULCH ALL PLANTING BEDS AS INDICATED ON DRAWINGS. UNLESS NOTED OTHERWISE, ALL PLANTS TO RECEIVE 2-3 INCHES OF MULCH. 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. PLANTING IN COIR FABRIC NOT TO SCALE NOTES: 1. CUT THE FABRIC IN AN "X" SHAPE TO ACCOMMODATE 2 TIMES THE DIAMETER OF THE ROOTBALL. 2. FOLD FABRIC BACK AND PIN DOWN TO CREATE A HOLE IN THE MAT. 3. DIG THE HOLE PER PLANTING DETAILS. 4. AFTER PLANTING, FOLD FABRIC BACK INTO PLACE AND STAPLE DOWN AS REQUIRED TO SECURE FABRIC IN PLACE. PLANT SPACING AND QUANTITIES PER PLANTING PLANS CUT THE FABRIC IN AN "X" SHAPE-SEE NOTES STAPLE FABRIC AFTER PLANTING FOLD FABRIC BACK AND PIN DOWN-SEE NOTES SEE EROSION CONTROL BLANKET DETAIL FOR FABRIC INSTALLATION 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 0 M I L L S T O N E R O A D CO M P R E H E N S I V E P E R M I T S E T BR E W S T E R , M A S S A C H U S E T T S Su r v e y P r o v i d e d B y : Sheet Number: Project Number: Registration: Pr e p a r e d F o r : Pl a n S e t : Pl a n T i t l e : Sheet : Ho r s l e y W i t t e n G r o u p , I n c . 90 R o u t e 6 A Sa n d w i c h , M A 0 2 5 6 3 Ph o n e : (50 8 ) 8 3 3 - 6 6 0 0 Fa x : (50 8 ) 8 3 3 - 3 1 5 0 Da t e d : Oc t o b e r 1 0 , 2 0 2 2 Pr e s e r v a t i o n o f A f f o r d a b l e Ho u s i n g , I n c . 2 O l i v e r S t r e e t , S u i t e 5 0 0 Bo s t o n , M A 0 2 1 0 9 Ph o n e : - Fa x : --- - 19 1922084of la s t m o d i f i e d : 0 5 / 0 2 / 2 3 p r i n t e d : 0 5 / 0 2 / 2 3 b y k k K: \ P r o j e c t s \ 2 0 2 2 \ 2 2 0 8 4 M i l l s t o n e R o a d B r e w s t e r \ D r a w i n g s \ 2 2 0 8 4 - L A . d w g PACK BACKFILL BY HAND PLANT 12-18" ON CENTER 12-18" O.C. 12-18" O.C.PLANT CELL PLUG PLANTING NOT TO SCALE AS NOTED IN PLANT LIST GENERAL SEEDING NOTES: 1. SEND A REPRESENTATIVE SAMPLE OF THE TOPSOIL TO A TESTING LABORATORY FOR STANDARD SOIL ANALYSIS AS DESCRIBED IN THE SPECIFICATIONS. SUBMIT TO THE LANDSCAPE ARCHITECT AND ENGINEER TEST RESULTS WITH RECOMMENDED SOIL TREATMENTS TO PROMOTE PLANT AND GRASS GROWTH. CORRECT DEFICIENCIES IN THE LOAM AND STOCKPILED TOPSOIL AS DIRECTED BY THE TESTING AGENCY. 2. ALL AREAS THAT ARE DISTURBED AND/OR GRADED DURING CONSTRUCTION ARE TO BE BROUGHT TO FINISHED GRADE WITH AT LEAST 4" MINIMUM DEPTH OF GOOD QUALITY LOAM AND SEEDED WITH A QUICK GERMINATING GRASS SEED SUCH AS NEW ENGLAND EROSION CONTROL RESTORATION MIX OR AS SPECIFIED ON THE PLANS. 3. PRIOR TO THE PLACEMENT OF TOP SOIL, 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. 4. DO NOT SPREAD TOPSOIL IF THE SUBGRADE IS FROZEN, EXCESSIVELY WET, COMPACTED OR NOT PROPERLY PREPARED PER THE NOTES AND SPECIFICATIONS. 5. SEE SPECIFICATIONS FOR SEASONAL REQUIREMENTS FOR SEEDING. 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 AND OWNER FOR REVIEW AND APPROVAL. ADHERE TO THE APPROVED SCHEDULE UNTIL PLANTS ARE FULLY ESTABLISHED. 3. AT A MINIMUM THE NEWLY SEEDED AND/OR HYDROSEEDED LAWNS SHOULD BE WATERED DAILY. SPECIAL CARE SHOULD BE TAKEN TO ENSURE THAT THE LAWN 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. DE C E M B E R 2 0 , 2 0 2 2 KJ K / H L C K J K BR K 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 w w 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 . 4" LOAM AND SEED NOT TO SCALE TOPSOIL- NO STONES GREATER THAN 1" Ø, COMPACT WITH A HANDROLLER IN TWO DIRECTIONS AND FINE RAKE PRIOR TO SEEDING. SUBSOIL- COMPACTION NO > 90% DENSITY FINISH GRADE SEED AS SPECIFIED IN NOTES AND DRAWINGS. SUBSOIL- SCARIFY AND LOOSEN ROUGH GRADE PRIOR TO TOPSOIL PLACEMENT NOTES: 1. SEE LANDSCAPE GRADING SPECIFICATIONS FOR TOPSOIL REQUIREMENTS. 2. CONFIRM SUBGRADES ARE CORRECT AND POSITIVE DRAINAGE IS MAINTAINED PRIOR TO PLACEMENT OF TOPSOIL. 3. NOTIFY ENGINEER/LANDSCAPE ARCHITECT FOR REVIEW OF SUBGRADE PRIOR TO PLACEMENT OF THE TOPSOIL. 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 3" PINEBARK MULCH. PULL MULCH 3"-6" AWAY FROM BASE OF PERENNIAL. REMOVE SAUCER AFTER ONE SEASON. MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISHED GRADE. EXCAVATE HOLE TO DIAMETER 2X WIDER THAN ROOTBALL. BACKFILL WITH LOAM. 2 x ROOT BALL DIAM. PERENNIAL PLANTING 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 PREPARED PLANTING SOIL MIXTURE 2 x DIAMETER OF ROOTBALL REMOVE TOP THIRD OF BURLAP AT ROOTBALL SCARIFY BOTTOM OF PLANTING HOLE 4" DEEP SHRUB PLANTING NOT TO SCALE 6" MIN. EQ. EQ. USE EQUIDISTANT TRIANGULAR SPACING FOR PLANTS - FOR ACTUAL SPACING SEE PLANS OR PLANTING SCHEDULE EQ. PLANTING SPACING NOT TO SCALE 2x DIAMETER OF ROOT BALL 3'-0" MIN. 4'-0" MIN. 12" MIN. EVERGREEN TREE PLANTING 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 PLANTING SOIL 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 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 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 PREPARED PLANTING SOIL MIXTURE PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT PLANT SHRUB PLUMB TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" NOTES: 1. PLANTING BACKFILL: 1/3 LOAM, 1/3 SAND, 1/3 PEAT, BY VOLUME. 2. 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 PREPARED PLANTING SOIL MIXTURE 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 NOT TO SCALE PERMITTING SET ONLY NOT FOR CONSTRUCTION 6" NOTES: 1. WEED BARRIER SHALL BE TENCATE NICOLON GROUNDCOVER FABRIC OR EQUAL. 2. ANCHOR FABRIC MN. 6" INTO SOIL. NO EXPOSED FABRIC. 3. STONE SURFACING AROUND BUILDINGS SHALL BE A CONSISTENT WIDTH. FINISH GRADE 9" TYP. BELOW TOP OF FOUNDATION WEED BARRIER (SEE NOTES) FOUNDATION WALL SLOPE AWAY FROM BUILDING (LOAM/SEED OR LANDSCAPING TYP.) 18" MIN. WASHED 1-2" CRUSHED STONE SUBSOIL - AGGREGATE BASE COMPACTED AT MIN. 90% MAXIMUM DENSITY STONE SURROUNDING BUILDINGS NOT TO SCALE 4. NO MULCH TO BE PLACED WITHIN 18" OF ANY COMBUSTIBLE MATERIAL OF BUILDING. EROSION CONTROL BLANKET NOT TO SCALE BRING MATERIAL DOWN TO A LEVEL AREA W/ 24" BASE EXTENSION, TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS NOTES: 1. EROSION CONTROL BLANKET TO BE ALL NATURAL MATERIAL SUITABLE FOR TEMPORARY STABILIZATION - NORTH AMERICAN GREEN BIONET S150BN OR APPROVED EQUIVALENT. 2. SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT. 3. STAPLING PATTERN AS PER MANUFACTURER'S RECOMMENDATIONS. 4. DO NOT STRETCH BLANKETS/MATTINGS TIGHT. ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES. 5. FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS. 6. LIME, FERTILIZE AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION. STAPLE OVERLAPS MAX. 5' SPACING 6" MIN. OVERLAP ANCHOR IN 6"x6" MIN. TRENCH & STAPLE AT 12" INTERVALS 3" MIN. OVERLAPEROSION CONTROL BLANKET NATIVE SEED MIX (SEE SPECIFICATIONS) KJ K / H L C K J K BR K 3L - Petition from Howland II Residents Buffer between Millstone Housing project and the neighbors on Howland Circle and Fletcher Lane This large development and the high volume of cars and trucks it will generate will be within sight and hearing distance of our homes -particularly from November till May when the trees and shrubs are bare. In order to ensure the continued quiet enjoyment of our properties,we request the Zoning Board of Appeals (ZBA)advocate on our behalf for the following: a)An adequate buffer of fast growing evergreen trees and shrubs. b)A fence for privacy and to block the glare of headlights c)No building to exceed Brewster's height limit of 30'.The additional 6'requested by the developer for aesthetics will be visually disturbing to us. d)An additional inspection of the 16.6 acres be performed,in the coming Spring months,to ensure protected species of flora and fauna were not missed (as were Eastern box turtles)by the developer this past Winter. These specific concerns were raised repeatedly to The Brewster Affordable Housing Trust (BAHT)throughout the three year planning process.We were assured they would be seriously considered and should be presented to the ZBA during the permitting process. We were also told by the developer's team,during their presentation to the BAHT,that they would be happy to work with neighbors to resolve issues. We welcome the opportunity at this final stage to reiterate our concerns,and to have our requests granted. 1 4/26/23 34 Howland Circle Paul Lindner ablindner22@gmail.com 2 4/26/23 34 Howland Circle Aileen Lindner ablindner22@gmail.com 3 4/27/23 58 Howland Circle Irene Szturo sofonisbaa@gmail.com 4 4/27/23 58 Howland Circle Angela Gil sofonisbaa@gmail.com 5 4/27/23 54 Howland Circle Steve Conroy seconroy@hotmail.com 6 4/28/23 292 Fletcher Lane Maria Apablaza Spicer panchiapas@gmail.com 7 4/28/23 292 Fletcher Lane Hans Spicer hhspicer@gmail.com 8 4/28/23 66 Howland Circle Brian Oeder b.oeder@me.com 9 4/28/23 280 Fletcher Lane Dolores Dorso dee@dorsonet.com 10 4/28/23 280 Fletcher Lane Edward Dorso ed@dorsonet.com 11 4/28/23 76 Howland Circle Teresa Deane t_deane@yahoo.com 12 4/28/23 76 Howland Circle Samuel Deane scdeane3@yahoo.com 13 4/28/23 78 Howland Circle Nancy Guglielmino vgug@comcast.net 14 4/28/23 78 Howland Circle Vittorio Guglielmino vgug@comcast.net 15 4/28/23 33 Howland Circle Rachel Preti pretir@hotmail.com 16 4/28/23 33 Howland Circle Brian Preti pretib@hotmail.com 17 4/28/23 40 Howland Circle Dale Deane ddeane65@gmail.com 18 4/28/23 40 Howland Circle Mark Deane madeane1961@gmail.com 19 4/28/23 31 Howland Circle Deborah Green Tvwdcg@aol.com 20 4/28/23 31 Howland Circle Jay Green jaygreen1942@gmail.com 21 4/28/23 22 Howland Circle Mark Wakefield mark.s.wakefield@gmail.com 22 4/28/23 288 Fletcher Lane Alice Casey Aliceanncasey@gmail.com 23 4/28/23 288 Fletcher Lane Glenn Casey Glenncasey@aol.com 24 4/28/23 286 Fletcher Lane Deanna Sandor medlaw0503@aol.com 25 4/28/23 286 Fletcher Lane Edward Ginsberg ginsberg@edwnewhomes.co m 26 4/28/23 90 Howland Circle Rebecca Chatfield-Taylor rchats@gmail.com 27 4/28/23 90 Howland Circle Susan Alman suki1940@gmail.com 28 4/28/23 5 Howland Circle David DellaRocco Dellarocco111@gmail.com 29 4/28/23 5 Howland Circle Elizabeth DellaRocco lizedwards20@gmail.com 30 4/28/23 11 Howland Circle Diane Bedard dianebedard1@gmail.com 31 4/28/23 50 Howland Circle Norman Kesselman normankesselman@gmail.co m 32 4/28/23 287 Fletcher Lane Ruth Bowes Pbowes146@gmail.com 33 4/28/23 10 Howland Circle Ann Spears aispears@verizon.net 34 4/28/23 10 Howland Circle Donald Spears dspears416@verizon.net 35 4/28/23 35 Howland Circle Donna Dockendorff Docken123@aol.com 36 4/28/23 38 Howland Circle Mary Napolione Mary.nap43@gmail.com 37 4/28/23 38 Howland Circle Joseph Napolione Jnap@verizon.neg 38 4/28/23 72 Howland Circle Renee Minott Renee.minott@gmail.com 39 4/28/23 289 Fletcher Lane Mark Conway wendy0427@me.com 40 4/28/23 289 Fletcher Lane Wendy Conway mconway0427@comcast.net 41 4/28/23 42 Howland Circle Martha Carrillo pablo_guerron@hotmail.com 42 4/28/23 42 Howland Circle Pablo Guerron pablo_guerron@hotmail.com 43 4/28/23 290 Fletcher Lane Donald Fay mdfay938@msn.com 44 4/28/23 36 Howland Circle Thomas Cleere choiceiscleere@hotmail.com 45 4/29/23 284 Fletcher Lane Vincent Pastore vinpastore@gmail.com 46 4/29/23 284 Fletcher Lane Marianne Pastore marvinpastore@hotmail.com 47 4/29/23 11 Howland Circle Philip Bedard Pbedard1@gmail.com 48 4/29/23 24 Howland Circle Walid Farah Lmurray625@hotmail.com 49 4/29/23 24 Howland Circle Lynda Farah Lmurray625@hotmail.com 50 4/29/23 287 Fletcher Lane Ruth Bowes pbowes146@gmail.com 51 4/29/23 294 Fletcher Lane John Mihovics jam56@optonline.net 52 4/29/23 294 Fletcher Lane Ellen Mihovics director@elizabethsetonwom enscenter.org 53 4/29/23 37 Howland Circle Theresa Cyran mtptcyran@gmail.com 54 4/29/23 37 Howland Circle Michael Cyran mtptcyran@gmail.com 55 4/29/23 20 Howland Circle Beryl Darrer Berylbear777@gmail.com 56 4/30/23 296 Fletcher Lane John Sullivan Jaysullivan@comcast.net 57 4/30/23 68 Howland Circle Julie Vaughan gilesnmya@yahoo.com 58 4/30/23 68 Howland Circle Giles Vaughan jvaughan8@hotmail.com 59 4/30/23 26 Howland Circle Nancy Ganley Nlg228@icloud.com 60 4/30/23 26 Howland Circle Robert Ganley Bobwganley@gmail.com 61 4/30/23 86 Howland Circle Susan Kwolek susankwolek@hotmail.com 62 4/30/23 86 Howland Circle Thomas Kwolek Tomkwolek@yahoo.com 63 4/30/23 74 Howland Circle Bill Suneson Bsuneson@comcast.net 64 4/30/23 74 Howland Circle Joanne Suneson jbsuneson@comcast.net 65 4/30/23 30 Howland Circle Jacqueline Albis jackiealbis@snet.net 66 4/30/23 30 Howland Circle Michael Albis michael.a.albis@gmail.com 67 4/30/23 80 Howland Circle Timothy Wade twade@mtb.com 68 4/30/23 80 Howland Circle Esther Wade wadet35@yahoo.com 69 4/30/23 52 Howland Circle Chee Ooi cheeooi@gmail.com 70 5/1/23 70 Howland Circle Katherine Bailey kbailey14@partners.org 71 5/1/23 70 Howland Circle Stefan Roeser stefan@stefanroeser.com 72 5/1/23 140 Howland Circle Richard Villani Rick@rickvillanilaw.com Archive d: Tuesday, May 2, 2023 9:22:51 AM From: Irene S Se nt: Tue, 2 May 2023 13:02:19 To: brewplan Subje ct: Millstone - May ZBA mtg Se ns itivity: Normal I greatly app reciate the ZBA reiterating my req uest in Ap ril - on b eh alf o f abu tter s - fo r evergreen s. In add itio n to ev ergreens, we need fen ces. Both were requ ested by ab utters rep eated ly th rou gh ou t the 3yr. plan ning pro cess. Slid es presented by POAH in early 2022 in at least two BAHT meetin gs ind icated b uffers wo uld in clud e fences/plan tin gs. Numerou s assu rances were also made b y the d esign ers (Lake Un io n Stud io , etc.) that there w ou ld need to be fu rther stu dy to fu lly u nd erstan d an d ev aluate the imp act on abu tters’ h omes when there are no leav es. We wo uld like to b e assu red th e stud y has/will b e performed an d an u pd ated p lan with fences an d plan tin gs b e shared to en sure th e plan s are adequ ate fo r p urp ose. Buildin gs plan ned belo w th e ridge lin e- sight lin es for o ur secon d floo rs - will b e v isib le. For this reason th e heigh t v arian ce needs to b e denied . Fences are also n eed ed to p rotect h abitat for the turtles o bserv ed th ere as well as o th er wild life. This lan d historically h eld fish weirs an d cranb erry b ogs. I again req uest the ZBA to go b eyo nd accepting maps an d o bserv ation s in Winter mo nth s as all encomp assin g. Per USFWS agen ts, maps are n ot sufficien t - they are on ly meant as a starting p oint, no t an end po in t. I was assu red b y Ju lie Cramer of Horsley Witten in 2022 th at “p hase 1” an d then “p hase 2” en viron men tal wo uld co ver my con cern s. So far th ey h ave n ot. I implo re th e ZBA to en sure th e dev elop er is h eld accou ntab le for matters as stated ab ov e. Resp ectfu lly, Iren e Sztu ro How land Circle Archive d: Thursday, May 4, 2023 2:37:38 PM From: Aileen Lindner Se nt: Tue, 2 May 2023 15:36:53 To: zbameeting Subje ct: For ZBA Meeting re: Millstone Affordable Housing Se ns itivity: Normal To the ZBA: I am a direc t abutter to the Millstone Affordable Housing projec t, and I'm writing to you again to request a s ec urity fence and an evergreen border between Ocean Edge and the Mills tone Affordable housing com plex. In addition, I don't unders tand the need for a 6ft high building that we will all be able to see. I was unable to attend las t month's meeting; however, I watc hed the video and was heartened to s ee that you approved a Millstone Road hom eowner's request for a security fenc e, as you should, but why not approve our request as well? I wonder if there is a perception that our Howland c om munity is crowded, hectic and nois y with mostly vacationers and sum mer residents , and we will be unaffec ted by a large new developm ent of apartm ent buildings plac ed within hearing and s ight distanc e. In reality, while we do have more people during s um mer m onths, many owners live here year round, and it is ac tually quite peac eful, es pec ially sinc e we are surrounded by a fores ted area that will soon c eas e to exis t. W hen our new neighbors in Millstone housing m ove in and enjoy their apartments , we should als o be able to c ontinue the quiet enjoyment of our homes. In light of the plans and discussions at ZBA m eetings thus far, a petition was c irc ulated and s igned by concerned abutters in Howland II. Please be aware that there are als o m any concerned abutters in Howland I. Thank You, Aileen Lindner 34 Howland Circle #23-10 Owner/Applicant: John W. Ferris 138 Fiddlers Lane 1Rew���u�uI / '• RioaPop1Eor iirrurnnunutiieu��a��"�. Brewster Zoning Board of Appeals 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 x 1168 FAX (508) 896-8089 www.brewster-ma.gov ZBA CASE FILE # 073—m APPLICATION FOR BREWSTER ZONING BOARD OF APPEALS SPECIAL PERMIT/ ZBA APPEAL APPLICATION NAME OF APPLICANT Jo :J Terris REPRESENTATIVE /\''/C, F PHONE NUMBER 7 - (i 0 r - r MAILING ADDRESS _3 � ± ---Tv? rJC` i ,c-ta'd7j tit/' h4f11 J)// 02-0 _3 E- MAIL ADDRESS _Tv! I:Cc: a a a),a)A C% • / 12,+4 / PROPERTYADDRESS )3.5' / of ,ff 4v'j / .1 V. / 1 A4 CURRENT PROPERTY OWNER(S) ..,JO)v REGISTRY OF DEEDS TITLE REFERENCE BOOK L3 cir PAGE 7J OR CERT. OF TITLE # PLAN # MAP # %, LOT # 5-3 LAND COURT # ZONING DISTRICT h!v1 YEAR BUILT 1q FLOOD PLAIN AE STATEMENT OF PROJECT YIf y /j vA, /44/ P ia470107 S;aGe.- '�l�Yrj7 Move /M �e d'rdvm r I/ f / a Skal VE1-7 41, 4 S6,ft/6-ci4 l(4(J ot. e4. an r c ckp, SIGNATURE OF OWNER OR AGENT FOR OWNER 3 /7 4-3 , DATE NOTE: This petition is NOT COMPLETE until all informatio, d. Accuracy of this information is the responsibility of the petitioner.( Initial ) N:1Planning\ZONING BOARD of APPEALSIFORMS AND APPLICATIONS\Special Permit ZA Appeal and Variance APPLICATION UPDATED 07.18.18.doc Page 1 7/19/2018 12:02 PM MGL 40A, Section 6B, Brewster Zoning Bylaw 179-27, Article 8 DATA SHEET Complete this form for every structure on the site that is in some way nonconforming. Identify structure: primary house, garage, tool shed, other Pr' ow./7 fkus-e- STREET ADDRESS [ 3 & hi dale✓S La,.e YEAR BUILT /91V MAP # % k LOT # 5-? ifria jd ZONING DISTRICT gm List only the nonconformities below: Identify all nonconforming setbacks. LOCATION EXISTING REQUIRED PROPOSED ________ t/tietenti.aeof la/ 1 f /IP i(rt/a4,1 FRONTAGE EXISTING REQUIRED LOT SIZE Location is used to identify the setback: I.E. front, back, left side, right side, N -north, S -south, E -east, W -west, Existing is the setback that currently exists on the ground jeauired is the applicable setback required currently in the Brewster zoning bylaw Proposed is the setback being requested LOT COVERAGE EXISTING % � PROPOSED % / 7°/1 ALLOWED SIZE OF PARCELN, 21Z sq. ft. BUILDABLE UPLAND sq. ft. BUILDING COVERAGE/PRIMARY STRUCTURE 1 sq, ft. N:1Planning\ZONING BOARD of APPEALSIFORMS AND APPLICATIONS1Special Permit ZA Appeal and Variance APPLICATION UPDATED 07.18.18.doc Page 2 7/19/2018 12:02 PM BUILDING COVERAGE ALL OTHER STRUCTURES di' "7/ sq, ft. BUILDING HEIGHT: EXISTING 1 PROPOSED / SPECIAL PERMITS: CI APPLICATION FOR SPECIAL PERMIT AS SET FORTH IN G.L.C. 40A, #9, SECTION 179-51, BREWSTER BYLAW UPON WHICH THE BOARD IS EMPOWERED TO ACT. SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE SPECIAL PERMIT IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. 77 w /(/i7 / 7/ "Zf— 7 fens �rn cr 4°r cv—. .- A e,ie774 1/1,4170: h Geri // /'ic7L 5--v4 r4n/ .4/y Ace We.n t 4e/Mh--%' 2,( Atm de*,-) G�Y sr xr r r� .r% rrrn i r, !/d -e- , ? k( 5V24 .- lx ADDITIONAL COMMENTS: rl t7 vQ AR/ a►� i - /c,4' G'i OfJIYIC7' iiu beep tni/ce dal -in% fir` 76) Mffvs „4hq' A, .€944/4 % f/ 4/ 74 rgG4r-i 4. i` 711,--7 11244 Xtcv 5.lrGn ,%'I1 j y�►19k/ hmcf Aeer) "% ce lid Iladi on /t�c1arGl.� lore -e. ;4'i2 /tip 44,44"/ jvse -bear/f' r� A/� h ®i !T //�f % S�//OT y iekre It : . iir for' 44/, fli'vryelr /4,/fi'Ve. ,.aor'4.►0 MparVer%l fjr/h7"ls',,a7/ Y ® APPEAL IN ACCORDANCE WITH G.L.C. 40 A:8, 14 CITE ORDER OR DECISION OF ZONING AGENT OR OTHER ADMINISTRATIVE OFFICIAL OR ATTACH LETTER FROM ZONING AGENT/ADMINISTRATIVE OFFICIAL. N:1Planning\ZONING BOARD of APPEALSIFORMS AND APPLICATIONS1Special Permit ZA Appeal and Variance APPLICATION UPDATED 07.18.18.doc Page 3 7/19/2018 12:02 PM O VARIANCE: in accordance with MGL 40A§ 10 MGL 40A Section 10. The permit granting authority shall have the power after public hearing for which notice has been given by publication and posting as provided in section eleven and by mailing to all parties in interest to grant upon appeal or upon petition with respect to particular land or structures a variance from the terms of the applicable zoning ordinance or by-law where such permit granting authority specifically finds that; 1. Owing to circumstances relating to the soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located, and 2. A literal enforcement of the provisions of the ordinance or by-law would involve substantial hardship, financial or otherwise, to the petitioner or appellant, and 3. That desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of such ordinance or by-law. The Board must find that applications for a variance meet all three findings. 7u //14/ i-e& D, Frf- 9z1:4,, - (44i</2.€4' / A/9 h 'sl ( I r/c_ /yi/ .;?pT £eA4I y S —f y rp f/ N:1Planning\ZONING BOARD of APPEALSIFORMS AND APPLICATIONS1Special Permit ZA Appeal and Variance APPLICATION UPDATED 07.18.18.doc Page 4 7/19/2018 12:02 PM Appeal to the Brewster Zoning Board of Appeals to alter non -confirming use of the property located at 138 Fiddlers Lane, Brewster The Property at 138 Fiddlers Lane sits on wetlands conservancy designated land. I was told by officials in planning that the designation dates back to the 1940s or thereabouts. The house was built in 1984 and therefore I am told by the building department that the house is considered to be a non -conforming use of the land. I inquired via an "information request" for records that pertain to discussion that might have taken place in 1984 for approval when the house was originally built. That request was answered and yielded "no" records. I assume there was no wetlands conservancy ZBA Board approval necessary at that time; and I presume that a building permit was issued at that time since the town has other appropriate records for the property. I am here before the board to ask for relief. I believe Brewster By -Law 179-25 and MGL 40A § 6 speaks to the issue of non -conforming use and provides authority to the ZBA to make a determination if the proposed expanded footprint "will or will not" be substantially more detrimental to the neighborhood. The building commissioner believes it is a determination that should be made by the Board as opposed to his discretion. I have owned the property since 1994 and it was large enough for my wife and two young children to enjoy during the summers for many years. My children are grown now. I am semi -retired now and my wife will retire this summer. The house needs significant exterior repair and interior updating as we intend to spend more time other than summer weekends and a couple of summer vacation weeks living in it each summer. The house is not located on wetlands and is outside the 100 -foot buffer. It has always been a sturdy little house and it still is to this day. It has held up remarkably well over the past 29 years. I believe it is worthy of the new love and attention my wife and I desire to put into it. The interior has one bathroom, and the bedrooms are really small. The largest, a 10 x 12, is the Master Bedroom and also houses the stackable washer/dryer! My children are now adults and living on their own. The common areas in the house are just too small to accommodate them with a companion, and it is certainly too small for our older adult friends. A screened porch and a larger eat in kitchen will make a world of difference and allow us to better navigate around each other! As we age, we need a little more space and comfort. This proposed renovation provides for a first -floor master bedroom with a bath, and the first floor will be expanded to allow for a better flow and provide for more common space in the kitchen/living room, with an enlarged deck, and a screened porch (outside is wonderful but the bugs often prevent us from spreading out and enjoying evenings with the fresh air). A small study is also proposed on the first floor to enable the ability to do some remote or private work. The existing two bedrooms will be moved upstairs using a dormer with a full bath (with the hopes that maybe grandchildren will be around to visit someday!) Dinners on the cape is great family and friends time. We love grilling and we are also asking for variance to allow the stoop to be enlarged to 6 x 8 in the rear of the house to accommodate grilling and food prep. Enlarging the stoop will provide a safe landing for grilling and assistance. While I view it as a stoop, the building code must define it differently due to the expanded size. The height is about 2' at the house and about 1' at the outer edge. This would encroach about 5' into the required 25' set back in the rear (even with the 5' encroachment, it is still outside the 100' foot buffer). The rear abuts property owned by BCT and is highly wooded so any activity out there would not be readily viewable to disturb neighbors. Your packages include the required documents and a visual of the proposed elevations. I have also induded some pictures of the existing house. I hope you will agree with me that the proposed renovation will not make the "new" non -conforming use more detrimental to the neighborhood than the "current" non -conforming use. It will spruce up the neighborhood and make it better. My wife and I ask for the Board's approval to: 1. allow the alteration as designed. 2. allow the variance to build the stoop out back. John W. Ferris 138 Fiddlers Lane, Brewster MA Thank You. Sincerely, ,/ ,,z7 -- /a , ' -- -7 C:\Users\jwfer\Documents\Cape Renovation Working Documents\ZBA Hearing Dates Schedule\Owners Statement for Appeal - John Ferris -138 Fiddlers Lane.docx / / / / / / GENERAL NOTES: -The General Contractor shall be familiar with all existing conditions and shall verify all dimensions relative to the work contained herein. Anyon Bias ordiurepancieshetween depicted design and these spa ifcal ions shall he reported to the owner or architect forresolulion prior to the installation of work that can be changed without additional cost bowner. All assemblies and components for the p 1 shown in the working drawings or specified /0 be installedcomplete according to normal practice and made good. All schedules shall he compared with all plans and devat10 s, and any discrepancies or conflicts 511011 be referred to the Owner or Architect prior lo procurement. - All work is to be guaranteed by the contractor for one year after the final payment by the owner. or upon the date of receiwng an - The contractor shall lae 111 permit. precautions to p preventorkdamage lo area, during of building's exterior Aerdscape. plantings. interior furnishings, and finishes outside work area, during sated potion. - The contract for this project shall be A.I.A. Document A107. Abbreviated Form of Agreement Between Owner and Contractor, dated 1987. - All work shall be compleud in compliance with local and state plumbing,electrieal, and safely codes. All required permit arelobe secured and paid for by the general conlmmor on a limely basis. All certificates of 'inspection, approvals. warranties, installation instructions and olemling literature shall be turned over to the owner before final acceptance of the work, —� - Completion of the project shell find the premises broom clean and free of any debris. - Landscaping by others. Contractor shall backfili dl excavations roughly level with existing grade unless otherwise n in tad on drawings. / - All dimensions a to the rough unless otherwise noted, - Building plans shall be at the job siteat all reasonable times. - The Building Permit shall be prominently displayed an the fob 5/lc. BIDS: / - Each contractor is allowed a period of about three weeks to assemble complete price for the project asdescribed herein. Questions can be duelled lo the Architect or Owner. Any answers which may have a pricing consequence / shall be corresponded to all bidders by letter, -The bids shall be broken down according 10 but not limited to the following major categories as follows: General/ conditions, excavations and foundation. rough flaming materials and labor, roofing, insulation, windows and exterior doors, interior doors. masonry, mreli0r woodwork materials and labor, flooring, plumbing and heating, electrical, painting allowance. Any similar formatted breakdown is acceptable. / FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING Living Room Hardwood Bosco B400 FJP BBSP BBSP Dining Room Hardwood Brnsco n400 RIP BBSP BBSP Kitchen Ceramic Tile Rocco 5400 F1P BBSP i58SP Master Bedremm Hardwood Bnrsco B400 HP BBSP IBBSP Master Bath Ceramic file Broseo B400FJP BBSP BBSP Laundry Ceramic Tile Bmsco540D FJP BBSP BBSP Bathroom Ceramic Tile Brouo5410 FJP BBSP BBSP Hall 1,2,&3 Hardwood [fresco F1400 FJP BBSP BBSP Study Hardwood Bross. B40nF1P BBSP Ulilily Ceramic Tile ,BBSP 1 x 6 wl beveled lop BBSP BBSP Bedroom 2 Hardwood Brown B400 PIP 0000 I BBSP Bedroom Hardwood Brosco04101FJP 8000 BBSP Bathroom Hardwood Brouo0400FJP _ IBBSP BBSP FINISH NOTES: - BBSP- 112" blue board with smooth sklmooat of plaster unless olherwiu noted, 1/2" gypsum wall hoard fully loped and prepared Repainting is an acmpable substi lute. BB -just blue board. • All closers shall have finshes equal to the moms they serve. - Hardwood shall be Archllecturan select grade red oak with dark pieces culled.2 1/4' x 11/16" T&G strip- Piuish with 1 mat of oil based scaler and 3 coats of oil bald polyurethane satin finish. - Bead board shall be 1 x 6 T&G pine or fir with double bead, • Ceramic the shall bo American Olean 12'a 12-x 3/8" ung taxed riles for floors or walls. Tile Boors shall be thin art or mud 10 al m:0acloes option. Color of tile mud mortar to be selected al -owner. All grout shall receive grout sealer throughout the work - Contractor shall consult owner in order to provide blocking for bathroom accessories during framing. Accessories by stalled by contractor. - owner, inub�shower walls and ceilings shall be fully 11101 and bucked with wonder board installed with galvanized roofing nails. WINDOW SCHEDULE MARK SIZE R.0. TYPE GLAZING 'W I 1'.0' x 6.9 1/2" x 1 3/g' Simpson 0-77055 Safety, Insulated Ire div. lite W 2 2'-8 1/8" x 5-07/8" Andersen WDH 2640 High performance w/simul. di v. lite iW 3 2'-21/8" x 3'-87/8" Andersen WDH 2036 High performance w/simul. di v. lire 'W 4 2'-61/8' x 7'-87/8" Andersen WDH 2436 High performance w/strain. di v. lire LW 5 2'-6 I/8" x 4'.0 7/8" Andersen WDH 24310 High performance w/simul. div. Hie W 6 0-8I/8"x4'-0718' Andersen WDH 26310 High rs-rforma nee w/simul, di v, lire WINDOW NOTES: " Meets bedroom egress requirement , - Address is .64 miles from Nantucket Sound and all new doors and windows shall have approved plywood panels numbered and stored in the basemen) w th preset approved screw fastenenx - Ex retie, Trim shall be 3/4 x 31/2 //rpm. Grilles shall be as shown on exterior elevations, - Inlenor Trim shall be l x 4 ql pine 0. casings with BmscoB1268A sill for equi vale nil and l x 3 apron. - D I shall be mulled with two W 1'.s as shown in plan A-1 and Front Elevation. Exterior trimshall be Morgan M-2413 Trim kit, R,O.5'-6 I/2' x 8-1 718', Inc; de exterior Hai casing. - Double Hong Windows shall have vinyl tilt lure balances, sash locks, end full aluminum screens. - All window and doors shall be inatalle on silicone caulking treads with 6".grips of Vycor self -adhering flashing at heads and jambs, pan flashing., all sills, and hosed cell foam air sealing all rough opening gaps. - Contractor -shall submit to the Architect a copy of any order for windows, EA that final coordination may he made. Sizes for windows which replace an existing window oust be determined in the field prior to ordering. DOOR SCHEDULE MARK SIZE TYPE GLAZING HARDWARE D I 3'-0' x 6'-8" x 1 t/4" Simpson P-71325 1nsu1 Low E Entry se/ w/ rhumb latch, deadboll D2 2.8' x 6'-8"x 1 3/4' Simpson P -7944U Imo' Low E Entry set, deadboi' D 3 T:0" x 6L8'. x 1 114' Simpson P-79445 Insul Low E Entry set, dead boll D 4 2'-8' x 6-8" x 1 3/4" Simpson P-70150 Insul Low E Entry set, dcadboll D 5 2'-8" x 6'-8" x 1 318" leldwen Bristol N/A Passage set D 6 2'-4' 0 6-8" It 1318" Jeldwen Brim] N/A Privacy set 07 2- 1'-3" x 6-8" x 1 318" leblwen Bristol N/A Dummy knob w/ ball cinch D8 2'-0"x 6-0"x3/8" Framed shower door Tmlered safety Chrome magnetic 139 2 -2' -0'x6' -8"x I3/8" ]ddwcn Bristol 24/A Dummy knob w/ball catch D 10 2'-0" x 6'-8" x 1 3/8" leldwen Bristol N/A Dummy knob w/ ball catch D 11 2 - 1'-6" a 6-8" x 1 318" leldwen 06.101 N/A Dorms knob w/ ball catch DOOR NOTES: D 1 Mal be mulled with W 1's. See window schedule notes. D II shall be modified tofil in the 450' high knee wall upstairs Hall.. Interior door shall be masonile or leldwen Brismi: solid, smooth finished. sia panel doors. Hardware shall be by Schl age, Plymouth series F. polished brass. Lo ks shall be keyed alike. Provide clear rubber bumpers or silencer, 3 per larch side of each interior door. Do not under cur interior doors without owners and architects approv I. Provide full Mc aluminum mom/screen door for exterior doors she, are nor provided with one by manufacturer. Provide oak 0,1111,1,1/ sweep, with Stanley 5050 weather stripping n other three sides of exterior doors. if nor already applied by menuramurer. Provide pan flashing al all exterior doors. - Contractor shall submit re the Architect a copy of any order for dorm so that a final coordination may be made. - NA - Nnl applicable Sueibm Associates -Ascribes. Bdoo C L�.PIore1: Blend la Master Bedroom 1a obis tilling is 1 x 6 i&g bead board run veilicslly= III STREIBERT ASSOCIATES 15 Linden Tree Lane Chatham, Massachusetts 02633 Architects 508-945-1459 Fertis House 138 Fiddlers Lane Brewster, MA 02631 1909 • —r Study CD awn wOul3oar.Sh r - r w/ Pagers • a Q 1st Floor Plan Scale: 1/4" = 1' - 0' 13 July 2021 Al LEGEND Existing walls to remain. EZZENtlEEMME New interior or exterior walls Interior Walls - 2 x 9 wood frame construction @ I6` O.C. with 3 1/2"unlaced fiberglass ban insulation between studs. Finish both sides with 1/2' bluebrurd w/ skimcnal of plaster IBBSP). Exterior Walls - 2 a 6 wood frame construction E. 16. 0. C. with Cerra inTeed 5 1/2" R21 unlaced fiberglass ball insulation, or equivalent, between studs with continuous vapor retarder on the interior face. Finish interior face with BBSP. Exterior face shall have 7/16" plywood sheathing,Ratndrop housewrap fully taped, and siding materiel and coursing shall match existing as indicated on exterior elevations. Roof Framing - Sias es noted on framing plans with CertainTeed 10" R30C lreahfaccd fiberglass ban insulation, or equivalent, between rafters. vapor barrier laid down on ceiling strapping. Overlap plate with full thickness bat. Exterior face of rafters shall have n8" CDX plywood. 15A roofing felt and roofing material on match existing with 30 year warranty. Supply 3" continuous soffit vent and ridge veal throughout, Shingle Vent 11, or gable and wall vents as shown on drawings. Any cathedral ceilings shall be finished on the interior with BBSP and shall be provided with Props -Vents between sheathing and high R fiberglass insulation. Floors Framing -Sixes as noted on framing plans with CenainTced 9 1/2. 030 kra0faced fiberglass insulation, or equivalent, between Floors over armies h II have R30 i. Subfloor to n ula insulation and)ued & nailed singlle layer of 1/2" foto am board under Tshall e X bMishcd with BBSP. Laception: ganger Type finished Insulation Note: All floorJ'oist spaces ,mead the perimeter of the exterior wall shall be uniformly filled will, insulation hails with continuous air seal to exterior. All rough openings far windows and doors and other spaces in conjunction with mechanical or electrical penetrations in the exterior wall or roof shall be packed with insulation and air tight. ARCHITECTURAL WOODWORK: -All wood edges: Vim. stair pans, mouldings. etc, that are exposed to the hand shall be cased with. sandpaper and smooth to the touch. - Closet shelves. uprights and pole supports shall be 1 x 12 clear pine or 3/4` AC edge banded plywood, sanded withal) surface defects tilled and prepared for painting. Each closet shall have a double pole section will, one shelf and a single pole section with two shelves. Shelves are as shown is drawings and in linen closets are 7 high. Provide blocking for closet shelves,standards and poles. -Cabinet fronts shall be hardwood stiles and rails with raised or fat panel doors and drawer fronts es approved by Architect and/or Owner. Drawers shall have nylon ball bearing drawer slides, Hinges shall he loll overlay European style. Pulls shall be brass knobs. Counter top and back splash shall be Corian in a standard color. STAIR PARTS, - Railing shall he red oak /06210. - Treads shall be oak matching nmong.Risers 001/1 be paintsd pine. -All pans shall rrcrive Polyurethane finish matching Item finish in 4 00010. PAINTING NOTE: Contractor shall provide allowance for painting exterior and interior of house. All exterior surfaces shall receive one coat of primer and two coals of high quality acrylic opaque stain, gloss oil based house paint, color selected by owner. Back prime all trim end cal ends. All i lerior surfaces shall receive one coal of primer and twoc0010 of latex pain).eggshell, color selected by ow nor. All :manor wood trim shall receive two coals oil/latex based enamel/semigloss on top of proper primer.Final bidding shall be secured at installation of blueboard. The painting contractor shall protect hiS work at all times. He shall also protect all adjacent work and materials by suitably covering or by other means during progress of work. Upon completion of work, he 00,11 remove any dripped or spilled paint from floors. walls, roofs, glass and other materials or surfaces. He shall remove debris and accumulated materials not caused by olhers and leave his pan of the work in a clean. orderly and acceptable condition. Painting shall be executed by skilled and capable mechanics only and in strict accordance with manufacturer's printed instructions. The painting contractor shall be responsible for inspecting the work of others prior to the applicatiou of any paint to eonfiml the surfaces are in proper condition. If any surface is not thoroughly dry, or if it cannot be pm in proper condition by eke deg. sending or filling, roe painting contractor shall so notify the general contractor in writing. The commencement of work on any surface by the painting contractor will be construed as acceptance of the urlice as sari sfactmy. Any defects to his work resulting from the accepted surface shall be corrected at his expense. Exterior wood. at the lime of receiving paint, must not contain more than 15'£ moisture content as verified by the patting subcontractor's moisture ter. Exterior painting must not be done: when the surface is damp; during cold. rainy or frosty weather; when the temperature is likely to drop below 40"F;.or when the surface is lobe expoud in the hot sun. Prime coats shall be allowed to dry at least 3 to 5 days. Successive coats shall be allowed to dry at least overnight. SITE NOTES, UTILITIES - Provide new under ground electrical and telephone service from utility drop to house, 200 amps, one residential telephone line, local cable television service. Coordinate with providers fur a complete installation. Note existing clear -kid service termination. Provide underground service from termination to house. Underground service should follow driveway as notch as possible unless a shorter route is available. Electrical service shall be inn 4' PVC conduit buried to a depth set by local code or. practice. FUTURE NEW DRIVEWAY - Rough garde of driveway and parking area shall he provided by others. Provide where indicated on the Sim plan a 10,0" wide driveway. Final location shall be determined by maintaining a continuous curve and by minimal changes to the grade or removal of trees. Raise crowned driveway surface from adjacent grades only trough to effect proper drainage. Construct a base course of 6` or less crushed gravel to a 9" depth. A finished course 3" -4" layer of 1 1/2 inch coshed gravel Intl for prominent driveway. Cam shall be take to ftnishdriveway edge as sharp. even and aligned as possible. Qs Streiben Associates - Architects STREIBERT ASSOCIATES 15 Linden Tree Lane Chatham, Massachusetts 02633 Architects 308-945-1459 Ferris House 138 Fiddler's Lane Brewster. MA 02631 1909 2nd Floor Plan Scale: 1/4" = 1' - 0" 13 July 2021 A2 2 x 6 N 16" o.e.miing joists hiss 2x 's F'I6• 4 n place 2 xisting x s W12 Id massed steel beam skippers 16' a 6 dawn Inst 11248's @ 6.0. tT to replacereplace"Li lin6'-xfi's 13/4• 11 14.LVL rteessc11 beam 2 x 6 36 16" o.c ceilin - 2.2 6'shsWer. 13P. -4 c6 tie beam 1 -2-2 6's header. typ. -oneeefion wrafters/ ers 3- 3/g' 0 holy or -116` Tlmher Terhstxrws.lyp 3.2 x g's eased lop Warn. typ. STREIBERT ASSOCIATES 15 Linden Tree Lane Chatham, Massachusetts 02633 Architect 508-945-1459 Ferns House 138 Fiddler's Lane Brewster, MA 02631 190 2nd Floor Framing Plan Scale: 1/4" = 1' - 0" 13 July 2021 A5 110 MPH CHECK LIST CRITERIA: - Aspect ratio VW 140'-0"/32'-0"1 is 1,55. Mean roof height, avg grade to unroof = 20,0.. Main roof pitch A 10 in 12, and subsidiary roof pitches vary from the donne r at 3 in 12 to others 5.3 in 12. - Wood structural panels 7/16" are used for all wall and roof sheathing, installed vertically from shoe to plate or on roofs with 2 x d's horizontally al all splice lines, and will: railings to meet Table 2 requirements of 8d nails used 6" e.c. along all edges and 12" oc in the field of each panel. - First floor stud length A 7'-2 1/2" and for second floor bearing walls are 6'-8 3/4" and for non bearing is 9'-6" at 110 cr of the gable end wall. - Shortest 2'- 6 I/8" opening shall be framed with 2 011 height stud at each end. All other headers requite 3 full height studs at each end. - Rear bearing wall /40'-0') has less than 50% of full height studs, where 27% is required. Non bearing (24'-0") side walls are 100% full height studs where 39% is required. All railings must meet Wood Structural Panel's specification above, - No opening is higher than 6'-8" - Top plate splice length shall be not less than 4'-0" with 12 - 16d on each side of splice for the 32'-0" wall and 16 -16d nails on each side of splice for the 48-0" wall. - Donner end wall assembly is braced by new gable roofs. - Each rafter end shall be tied down with a Simpson /42.5 rafter tie to Me top pinlc it bears onvva. - Each ridge rafter pair shall be strapped with a Simpson LSTAI8 strap. - Overhangs are limited to a 6" projections at the eaves and are flush on the rakes. © Sln benAssoctares-Architects T 2 x 6 Dame col PT2xa's G16'o.c, sag 2 a6'ste 6"o „.--or 4 x4win: BC4 ann. Caps, typ. a 10's sisocnd to the existing joists STRUCTURAL NOTES: - All new foundation walls shall have x 6 pressure treated sill with since.] el ell wood/concrete joints. - Scl steel or Microlam bums with I/4"- 3/8" space between topaf beam and plywood decking to allow for shrinkage. Top of steel flanges and micmlams shall he laterally braced by joists. - On steel beams. provide web stiffeners, l/4' plate welded to both sides of web and to both flanges over each connection, under each concentrted load (if any,. and at each support -Theme Range of ell steel beams shall be secured every 16' as. with boil directly to a sill or the underside of joist through pre -punched holes in the top flange. - Microlam LVL multiple member beams shall be combined according to manufacturers' specifications for nells and nailing pattern. Up to 14": 2 rows - I6d nails 12" ac, Deeper than 14': 3 rows -16d nails 12" o.c. fora laminations unless side loaded. - Framing lumber shall be t2 Spruce Pine Fir or better. All framing numbers meet AWC span tool requirements, - All bearing walls shall have double 2 x 4 top plate with comers overlapped end splices no closer then 32" over studs below. -Existing 2 a 8 sill Newt xe's N16" . 1- PT 2 x 6 sill under bulkhoWese. PT a r 4 with BCa C1umn Caps, Iyp. s @'16" .5 I i 11 11 Extning 2 x 8's H.16" o. I, —rT •N .. I I L 6up r Hr r 1 -4tH sin,pp +:ppi" 1— xlsli g2aWsp 116. eel 1—I • — !Sister 2x10 hnhsi�of10 Flenec renwabl.m cc cstiZered - pan bottom II I — I Ifi iT 41 R/n mvlelrot feel rata ble I VVV-----sssdddvlce tb uub lmn Lhosel N S :Bra 16 1 ---r Rem ve ex tinge^ ndjoA —bear amp so xsting sill -PT2x6 ndcr ail '-" ^sill en' pressed tN- New Pf 2 x10'st Its" .8. 1 raw PT a 10's5 16"ac: r' 2a 12 stringers l r STREIBERT ASSOCIATES 15 Linden Tree Lane Chatham, Massachusetts 02633 3Pf2 10's Architects 508-945-1459 Ferris House 138 Fiddler's Lane Brewster, MA 02631 —3 PT 2. 10's Existing 2 x 6 sill ji- PT 4 x a with BCa Clnmo Caps, typ. 1909 1st Floor Framing Plan Scale: 1/4" = 1' 0" 13 July 2021 A4 I_ @ - �irix-R16 r _ F I - __ __ _ ___ __F ___ ___ ___E _E _ ___F___ __ 1 _F___l.__ 4. II I , Cnnlmnmion or 1• 2xnre0'16'a c. roofTenen nn 66 9 STREIBERT ASSOCIATES 15 Linden Tree Lane Chatham, Massachusetts 02633 Architects 508-945.1459 Ferris House 138 Fiddler's Lane Brewster, MA 02631 1909 Roof Framing Plan Scale: I/4" = - 0" 13 July 2021 A7 EXTERIOR ELEVATIONS: • All roofing eaves, valleys, intersection with vertical surfaces, and low slope applications shall be protected by Ice & water shield. - All wood shingles shall be secured by 2 hot dipped galvanized nails, not over -driven. - All rake boards, comer boards, and eave trim shall match existing. 0 Srmihen As sn<ieres - Architects North Elevation • 5'1/3:• Coreraoudx I x 6 rake bond wiN 2 1/2• trim - 10 th.. 3 12 .IlitirMrilaw Zt'�iiM glrMlaiiria. MM Iliag fliYair MiMi. �,vwr.MMl iatrr■MM■IY■r■ it +ii��� irtllr Eda INRr IMAM f7�ww I Igu.M East Elevation if First Fl: n Ceiling Fml Floor 9onom of Joists 4 z•aoncrenenoar —Sew aluminumfwhio __Audio and ownspnul FVH Ft M1br Ceiling: Fi Floor Bonn of loins Fan', floor STREIBERT ASSOCIATES 15 Linden Tree Lane. Chatham. Massachusetts 02633 Architect 505-945-1459 Ferris House 138 Fiddler's Lane Brewster, MA 02631 1909 Elevations 1 Scale: 1/4" = 1' -0" 13 July 2021 A8 CC sphtli shlneln F-= s Sireibnt Associates -Architects 1 x 6 rake hoard with 2 ler trim STREIBERT ASSOCIATES 15 Linden Tree Lane Chatham. Massachusetts 02633 Architect. 508-945-1459 Ferris House 138 Fiddler's Lane Brewster, MA 02631 1 reelling 51/2• Cornernxrds First Floor K..41oaeom or -Joist South Elevation board with:2 I7• trim West Elevation Elevations 2 Earth floor -5 Ia. Commeow, Pint Ronam of Ioist Ea h boar Scale: 1/4" = 1' - 0" 13 July 2021 ZONING CLASSIFICATION. RM REQUIRED PROPOSED FRONT YARD SETBACK 40' 63.8' SIDE YARD SETBACK 25' 27.5' RE.4R YARD SETBACK 25' 75.5' 51,OX LOTCOPERAGE 25% 6.7%• (4.4% RUSTING) 'LOT L'OTER4GE AREA DETAIL PROPOSED HOIJSE & /A(PROI EMEMS,...,.... 1,605 S.F. RUSTING SHED.......................................................84.5.F. TOTAL 1.769 S.F. SEE NOTE p FOR IMPERVIOUS AREA SPECQF1CA710NS 48-39-0 N BREBSTER CONSREVARON RUST 48-62-0 N/F KELLEHER TLE 890. 090. PLAN SCALE 20 40 60 1 Inch = 20 ft. 517 48-38-0 26,252+ S.F. 48-02-0 N KELLEHER FIDDLERS LANE S 82^076' l0800 /PRO0OSEO u/ nK88' STOOP % (LESS THAN 4' HIGH) \ss 48-37-0 N/F LOVER 48-65-0 Nfi BREWSTER CONSRE✓AREW ]RU5T EDGE OF BOGS LOCUS LOCUS MAP NOTF£ 7. PARCEL L0.: 48-38-0 2. OWNER INFORMATION: JOHN W. FERR15 36 FRENCH STREET HINGHAM, 04A 02043 3. DEED REFERENCE: DEED BOOK 9793/253 4. PLAN REFERENCE.' PLAN BOOK 203/127 5. ZONE: RM 6. LOCUS FALLS WITHIN FLOOD ZONE 'X' ON FIRM PANEL 25001C0413J EFFECTIVE 7/16/2014, ZONE X' 15 CLASSIFIED AS AN AREA OF MINIMAL FLOOD HAZARD. 7. S7RUCTURE(S) SHOWN FALL WITHIN WIND EXPOSURE CATEGORY B. STRUCTURE(5) ALSO FALL YA7HIN RTE WIND BORNE DEBRIS REGION 8. ELEVATIONS SHOWN REFER TO NAVD 88 DATUM 9. TOTAL PROPOSED IMPERIOUS AREA -456.25 S.F. ALL DECK SURFACES SHALL MAINTAIN THE MINIMUM REQUIRED SPACING BETWEEN BOARDS 70 BE CONSIDERED PERVIOUS AREA SITE PLAN IN BREWSTER, MASS PREPARED FOR JOHN W. FERRIS #138 FIDDLER'S LANE SCALE: 1"=2W NOVEMBER 11, 2022 JOHN R. FARREN PROFESSIONAL LAND SURVEYOR WEBSTER, M4 01570 TEL, (774)-269-8124 r 1 19 23 1 fa... a. 717../ 1F -S -u 42 19-32 /3 filo ito-L- 24 151.5° --� .5 tr i 4, 38 OWt:R 11,4 1 1] =AS av 3 f A 1 T7 f1 1n:PT PP.-2n-1AP; Ellen Murphy From: Davis Walters Sent: Monday, March 13, 2023 11:21 AM To: Ellen Murphy Subject: FW: 138 Fiddler's Lane Forwarding as requested F. Davis Walters, M.C.B.O. (him/he) Building Commissioner Town of Brewster 2198 Main Street Brewster, MA 02631 (508) 896-3701 ext. 1125 Beginning July 6th, Brewster Town Offices will be open to the public Monday, Tuesday, Wednesday, and Thursday from 8:30 to 4:00pm. Beach and Recycle Permits are not available in person but can be purchased online or through our mail -in program. For the latest updates on Town services, please visit www.brewster- ma.gov The Commonwealth of Massachusetts Secretary of State has determined that e-mail is a public record From: John Ferris <jwferris2212@aol.com> Sent: Tuesday, January 24, 2023 5:54 AM To: Davis Walters <dwalters@brewster-ma.gov> Subject: Re: 138 Fiddler's Lane Hi Mr. Walters, Yes I did receive the information. Thank you. John Ferris On Monday, January 23, 2023 at 11:00:20 AM EST, Davis Walters <dwalters[aibrewster-ma.gov> wrote: Mr. Ferris - In response to your most recent message via the OpenGov online system to the Planning Department, I refer you to the Brewster Zoning Board of Appeals (`ZBA) to apply for a Variance following my email of December 19, 2022, and Zoning Bylaw 179 -52 for dimensional relief for the structure proposed within the required setback at the above -referenced property. 1 I also refer you to the ZBA to apply for a Special Permit for the above -referenced property pursuant to 179-51, Special Permits, and 179-6(E) for yourproposal to extend an existing structure into an area that contains Wetlands Conservancy Soils'as indicated by the Brewster Wetlands Conservancy Soils GIS Map layer, per 179-6 2.(B). believe the ZBA Clerk, Ellen Murphy, has provided the ZBA meeting schedule and applications as you requested. If this is not the case, please let us know immediately. Please let me know if I can be of further assistance in this matter. Regards, .." F. -Davis Walters (him/he) Building Commissioner Town of Brewster 2198 Main Street Brewster, MA 02631 (508) 896-3701 ext. 1125 Beginning July 61", Brewster Town Offices will be open to the public Monday, Tuesday, Wednesday, and Thursday from 8:30 to 4:00pm. Beach and Recycle Permits are not available in person but can be purchased online or through our mail - in program. For the latest updates on Town services, please visit www.brewster-ma.gov The Commonwealth of Massachusetts Secretary of State has determined that e-mail is a public record From: John Ferris <jwferris2212@a,aol.com> Sent: Monday, December 19, 2022 1:11 PM To: Davis Walters <dwalters@brewster-ma.gov> Cc: Jonathon Idman <jldman@brewster-ma.gov>; Ellen Murphy <emurphy(cr�brewster-magov>; Lynn St. Cyr <Istcyr©brewster-ma.gov> Subject: Re: 138 Fiddler's Lane 2 Hi Mr. Walters, Thank You for clearing that one up. Is there no option for a variance to build what is proposed? If not I will just cut the size down to the definition of a stoop. Thanks. John Ferris Original Message From: Davis Walters <dwalters(cbrewster-ma.gov> To: John Ferris <jwferris2212 cz;aol.com> Cc: Jonathon Idman <jldman(cbrewster-ma.gov>; Ellen Murphy <emurphy brewster-ma.gov>; Lynn St. Cyr <Istcyr(a brewster-ma.gov> Sent: Mon, Dec 19, 2022 12:35 pm Subject: RE: 138 Fiddler's Lane Mr. Ferris — I apologize for the obfuscation. I was missing a word there - What it should have read was, ;must Encroachment into the setback as proposed cannot be approved by Special Permit. To explain further, I do not consider the proposed deck in question to meet the definition of 'steps' or `stoop' as described in Item 5 of the 179 Attachment 2 Area Regulations, as what you propose is much larger than the code required minimum size for an egress landing and stairs, and is therefore not subject to the exception. Again, sorry for the muffed wordage. 3 Please contact me if you have further questions. F. Davis Walters (him/he) Building Commissioner Town of Brewster 2198 Main Street Brewster, MA 02631 (508) 896-3701 ext. 1125 Beginning July 6th, Brewster Town Offices will be open to the public Monday, Tuesday, Wednesday, and Thursday from 8:30 to 4:00pm. Beach and Recycle Permits are not available in person but can be purchased online or through our mail - in program. For the latest updates on Town services, please visit www.brewster-ma.gov The Commonwealth of Massachusetts Secretary of State has determined that e-mail is a public record From: John Ferris <jwferris2212 a(7.aol.com> Sent: Sunday, December 18, 2022 5:07 PM To: Davis Walters <dwalters[a'abrewster-ma.gov> Cc: Jonathon Idman <ildman@brewster-ma.gov>; Ellen Murphy <emurphy@brewster-ma.gov>; Lynn St. Cyr < I stcy r@ b rewste r -ma. gov> Subject: Re: 138 Fiddler's Lane Thank You Mr. Walters for the acknowledgement. 4 I am not sure I_ understand the second sentence. Maybe auto correct changed. something. Or I might have used the wrong terminology Is it saying that the plan is already in compliance so there is no action needed, or that it is not in compliance and there is no process for a variance to allow it to be built? Thank You. John Ferris Original Message From: Davis Walters <dwalters@brewster-ma.gov> To: John Ferris <jwferris2212ftaol.com> Cc: Jonathon Idman <jldmanra?brewster-ma.gov>; Ellen Murphy <emurphy(brewster-ma.gov>; Lynn St. Cyr <Istcy r@brewster-ma. gov> Sent: Sat, Dec 17, 2022 11:59 am Subject: 138 Fiddler's Lane Mr. Ferris - Thank you for submitting the updated plan. I acknowledge that you intend to appeal to the Zoning Board of Appeals (ZBA) regarding the presence of Wetlands Conservancy Soils in the area of the proposed additions. With regard to the proposed `stoop' that serves the exit door on the Southern side of the dwelling, it meet the setback requirement of 25' for that lot line. Encroachment into the setback as proposed cannot be approved by Special Permit. 5 Regards, F. Davis Walters Building Commissioner Town of Brewster 2198 Main Street Brewster, MA 02631 (508) 896-3701 ext. 1125 Beginning July 61h, Brewster Town Offices will be open to the public Monday, Tuesday, Wednesday, and Thursday from 8:30 to 4:00pm. Beach and Recycle Permits are not available in person but can be purchased online or through our mail - in program. For the latest updates on Town services, please visit www.brewster-ma.aov The Commonwealth of Massachusetts Secretary of State has determined that e-mail is a public record Get Outlook for iOS 6 Application#23-10 www.brewster-ma.gov Page 1 of 1 5/4/2023 DEPARTMENT REVIEWS Application #23-10 APPLICANT: John W. Ferris REPRESENTATIVE: MAP/LOT: Map 48, Lot 38 PROPERTY ADDRESS: 138 Fiddlers Lane Received from: Police Dept. Comments received from Lt. Charles Mawn The police dept has no comments to add at this time. Health Dept. Comments received from Sherrie McCullough The Health Department file indicates an existing 1984 Title 5 compliant septic system with a total daily flow of 330 gallons per day (gpd), servicing an existing three-bedroom dwelling. The existing dwelling is located on a 26,252 Sf lot and is serviced by town water. The lot does not lie within the Zone of Contribution, (Zone II) or the District of Critical Planning Concern (DCPC). A current Title 5 Septic Inspection Report was approved on December 19, 2022. A Health Department Building Waive was also signed off on December 19, 2022, for the proposed additions/alterations. The proposed work will maintain Title 5 setback requirements and the proposed “study” is less than 70 square feet and does not meet our bedroom definition. The proposed work will not increase flow to the existing septic system. Water Dept. Comments received from Paul Anderson The Water dept has no comments to add at this time. Brewster Zoning Board of Appeals 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1168 brewplan@brewster-ma.gov Certified by: eaEnWSitiiiio��% `COQ "OrF EtGEq`99 .• TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 48/38/0 48/41/0 FIDDLE 4d 0 / 11 S FIDDLERS LAN tl 48/3910 /1 0 FIDDLERS LANE 4 0 MAIN. ST ET REAR James M. Gallagher, MAA Deputy Assessor 48/33/0 21 FIDDLERS LANE r 4$13410 149" FDDLERS LINE 48/3710 FIDDLERS LANE j 48#x' pc- #23-11 Owner/Applicant: Michael Russillo Represented by: Pine Harbor Wood Products 8 Leeds Lane o 4i%.* • :3 o • a`.oq OPP Ems \\�`� rririnirr19, .1 t0 Brewster Zoning Board of Appeals 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 x 1168 FAX (508)896-8089 www.brewster-ma.gov ZBA CASE FILE # APPLICATION FOR BREWSTER ZONING BOARD OF APPEALS SPECIAL PERMIT/ VARIANCE/ ZBA APPEAL APPLICATION ($300 Filing Fee) NAME OF APPLICANT �,ehae j uJ I 0 Date + Time Stamped By Town Clerk REPRESENTATIVE ijnt ffirbr Wccd P-odorIS MAILING ADDRESS o?59 PROPERTYADDRESS A LeeSs Lane - PHONE NUMBER 608 • A130. d8O0 CURRENT PROPERTY OWNER(S) . 'that I " us3i I 1 v r1 Anc.naA15 REGISTRY OF DEEDS TITLE REFERENCE BOOK &1V9 1 PAGE 30 ) OR CERT. OF TITLE # PLAN # TOWN MAP # do LOT # 9' l LAND COURT # ZONING DISTRICT Rick YEAR BUILT Fillo STATEMENT OF PROJECT 1 n ro l� .h /et st c fQ ' 8"x /8 = a ' male 4 /at1 All* r? m/ J0.426/ 7 4 j' cl/ 9 -et9e. - 176 T Eve- an- 1,01 grufem SIGNATU `OF OWNER OR AGENT FOR OWNER 3/21123 DATE NOTE: This petition is NOT COMPLETE until all information is provided. Accuracy of this information is the responsibility of the petitioner. ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 1 of 4 DATA SHEET Complete this form for every structure on the site that is in some way nonconforming. Identify structure: primary house, STREET ADDRESS 6 Le.ecis 1.- q n r MAP # 5 O LOT # q 1 tool shed, other YEAR BUILT 1941 ZONING DISTRICT List only the nonconformities below: Identify all nonconforming setbacks. LOCATION EXISTING REQUIRED PROPOSED 9araie. 3.t3 I ID I 3.8 G6 e • S Lb' hcs Chani� • Location is used to identify the setback: I.E. front, back, left side, right side, N -north, S -south, E -east, W -west, • Existing is the setback that currently exists on the ground • Required is the applicable setback required currently in the Brewster zoning bylaw • Proposed is the setback being requested 1 FRONTAGE: EXISTING g1 - REQUIRED LOT SIZE: I b, t el 1 cS6k. F. LOT COVERAGE EXISTING % 1'4.3 PROPOSED % /5, 1 ALLOWED % 25 SIZE OF PARCEL /6i 1 q � q. ft. BUILDABLE UPLAND 10i bill 9( sq. ft. BUILDING COVERAGE/PRIMARY STRUCTURE /®6S sq, ft. BUILDING COVERAGE ALL OTHER STRUCTURES 14 -3° 0 sq, ft. 9 l+ BUILDING HEIGHT: EXISTING ! PROPOSED 12-- 5 SPECIAL PERMITS: APPLICATION FOR SPECIAL PERMIT AS SET FORTH IN M.G.L. 40A, § 6, or § 9 and SECTION 179-25, BREWSTER BYLAW UPON WHICH THE BOARD IS EMPOWERED TO ACT. ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 2 of 4 SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE SPECIAL PERMIT IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. CT10 ►� - 2 S 7`3 + TEr2 1 csn/� - DEY 14 L1 SH h v.l C..bwC ---T S1.11-13 + E3 U 1 L D NE vJ 12X 213' izA a Li) )1vCr ! C7-r-rzRGE VARIANCES: ❑ APPLICATION FOR VARIANCE AS SET FORTH IN M.G.L. 40A, § 10 SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE VARIANCE IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. In order to grant a Variance, the ZBA must find all three of the following to be true: ❑ Owing to circumstances relating to the soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located, and ❑ A literal enforcement of the provisions of the ordinance or by-law would involve substantial hardship, financial or otherwise, to the petitioner or appellant, and That desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of such ordinance or by-law ❑ APPEAL IN ACCORDANCE WITH M.G.L. 40 A, § 8, 14 CITE ORDER OR DECISION OF ZONING AGENT OR OTHER ADMINISTRATIVE OFFICIAL OR ATTACH LETTER FROM ZONING AGENT/ADMINISTRATIVE OFFICIAL. ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 3 of 4 050-000 050-0004 ■ 049-0082 049-0083 The data s hown on this site are provided for info rmatio nal and plan ning purposes only. The To wn a nd its co nsultan ts are no t reapo naible fo r the misuse or 364 mis repres en ta tion of Inc data. .u4a- u44o 050. 0006 050-0012 050-0009 050-0010 050-0019 m rn 050-0018 m ` 11 LEEDS=LP►HE __._ gyF1EL'D_CA R • T' WAY 05° .0 1 4116 V 049-0087 ® • 049.0086 040-0 063 230 in049-0093 460 ft Printed on 03/28/2023 at 08:45 AM w!- 049-0085 73 a v a 73 73 Q r_ y 3' . .X I s14 'm 049-0111 m 13 �% 049-0105 1 9) 121 73 M\\ . 049-012 490 MapsOnline by PeopleGIS 050.0074 1 050-0082 o4s 049-0120 049.0118,. � m 048-0717 Cn rnti 05 itEdon of Pavement 1 Buildings Parcels Town Boundary MA Hit�iIayys r nhwterslat e US Hiphwa Numbered Routes Abutting Towns Bathymetry 0.5 ft 5.10 ft tnt 10-15 ft 11E15-20 ft M20-30 ft =30-40 ft !40-50 ft 50-60 ft Sitrnet s 050 25 Architectural Front Elevation SCALE: 1/4" = 1'-0" 1_� L I I_I 1 1 1 r 1 E[ I 1 1 I f 1 I I 1 I 1 1 1 1 f White Cedar Shingles • I I 0 1 I 1 I I L 1 1 I 1 6 I I I 1 1 1 1 I 1 ( r 1 l` I I 1 I I 1 r P 1 G I I I- d I I 1 I 1 I I [ I 1 1 1 1_I 11 L I I 1 1 I 1 r 1 1[ 1 1 I r I 1 1 1 P II - I. 1 I E 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 l 1 I 1 1 1 1 1 1 1 1 L -1 1 �_ 1 I I 1 1_ I ! -_-1 11 1 I I I E p 1 1 L I I 1 I 1 1 1 1 1 I I E E_ 1 1 1 1 Architectural Shingles • Board and Batten • Rear-levation SCALE: 1/4" = l'-0" 1 1 1 1 f 1 I 1 I I 1 1 I 1 1 1 1 1 I I 1 1 1 [ 1 �1 1 1 J 1 1 1 1 1 I f 1 1 L I I 1 1 1 1 T 1 1 1 I I 1 1 I 1 1 1 I I I f 1 20'-0' 1 1 1 I- r I1 1 I 1 1 1 1 I 1 1 1 l 1 I 1 1 I I 1 I I I 1 1 1 I 1 1 1 1 1 1( 1 1 I 1 1-J 1 1 J[ 1 1 1 1 1 f I r l T 1 1 1 I 1 1 1 I 1 1 1 1 I I f 1 I 1 1 1 1 1 1 1 1 1 f I[ I 1 f 1 1 1 I 1 1 1 1 1 1 [ 1 1 1 f [ 1 1 1 1 1 11 1 1 1 I I l 1! 1 9 T 1 1 f I 1 1 1 I 1 1 _L I 1 1 1 1 1_ Left Elevation SCALE: 1/4" = 1'-0" PVC White Cedar Shingles 10/12 12'-0" Right elevation SCALE: 1/4 = White Cedar - PINE HARBOR WOOD PRODUCTS PINEHARBOR.COM 1 -800 -368 -SHED 259 Queen Anne Road Harwich, MA 02645 p: (508) 430-2800 f: (508) 430-1115 barnsapineharbor.com ENGINEER'S STAMP PROJECT: 12' x 20' Cape Codder CLIENT: Mike Russillo ADDRESS: 8 Leeds Lane Brewster, MA 02631 PHONE: 617-827-0206 E-MAIL: russillom@gmail.com ADDRESS OF PROPOSED WORK: 8 Leeds Lane Brewster, MA 02631 REVISION DATE: 3/2/23 DRAWN BY GB Scale: 1/4" = 1' Unless otherwise noted page A.1 GENERAL NOTES: k) NEITHER DRIVEWAYS 140R PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES: 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBERS) AND DISTRIBUTION BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE SASE. 3.) SEPTIC TANK(S) SHALL MEET ASTM STANDARD C1127-93 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TD WITHIN 6" OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 6.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%. 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM IAS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED AT END OR AS NOTED. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 11.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLCJ..1 ICY£ILC.IIJG TOnC�ILI. 13.) FINISH GRADE SHALL BE A MAXIMUM or 36" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF ACERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 15.) SOIL REMOVAL: ALL UNSUITABLE SOIL LAYERS (Ap, B, AND C1) SHALL BE REMOVED FOR A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE FINE SAND LAYER 'C2'. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLEMENT. 16.) INSTALLER SHALL VERIFY INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 17.) EXISTING SEWAGE DISPOSAL SYSTEM COMPONENTS TO BE ABANDONED AND/OR REMOVED. IF ABANDONED, COMPONETS(S) SHALL BE; PUMPED DRY, FILLED WITH CLEAN SAND, AND ABANDONED IN PLACE. IF REMOVED, COMPONENT(S) AND ANY CONTAMINATED SOILS WITHIN 5' OF THE PROPOSED SOIL ABSORPTION SYSTEM SHALL BE REMOVED AND REPLACED WITH CLEAN SAND. ALL DISTURBED AREAS SHALL BE COMPACTED TO MINIMIZE SETTLEMENT. 18.) EXISTING WASTELINE(S): INSTALLER TO CONFIRM WASTELINE(S) BY WATER TESTING WITHIN THE DWELLING PRIOR TO SETTING ANY SYSTEM COMPONENTS. 19.) INSTALLER TO CONFIRM LOCATION OF ALL UNDERGROUND AND OVERHEAD UTLLTTIES PRIOR TO START OF CONSTRUCTION. FLOW PROFILE: NOT TO SCALE TOP OF FOUNDATION MAIN HOUSE EL=47.8± TOP OF SLAB COTTAGE EL=46.5± lrs :. z z. X �! L W .1 _}I <_I`1 7) En .--1 -c 15 II �1 TWO (2) 4" CLEAN -OUTS WITHIN 6" OF FINISH GRADE WITH SECTION OF #5 REBAR A TOTAL OF FOUR (4): {2} ST, (1) DB, (1) SAS 21" DIAMETER CONCRETE COVERS fa = J (EXISTING) 44,6±// 13= 44.7.111 f EXISTING I SEE NOTE* NOTE: EXISTING BUILDING SEWER INVERT FOR THE COTTAGE WAS WITHIN TINE CONCRETE SLAB. ELEVATION FOR THE BUILDING SEWER INVERT WAS TAKEN AT THE CESSPOOL INLET INVERT. (SEE NOTES #17 & 19) 43.65 RAISED TO WITHIN 6" OF FINISH GRADE (OR AS NOTED) (SEE NOTE #5) rExisting EL=44.8± 111T I 3" 4.0., SOIL TEST LOGS: ° 1-1= DEPTH FROM SURFACE (INCHES, SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) 5011 MOTTLING OTHER - 0-25 An Loamy Fine Sand 10YR 2/2 NONE Very Friable 25-42 B Fine Sandy Loam 10YR 5/6 NONE 42-90 C1 Fine Sandy Loam 10YR 7/4 NONE Firm 90-109 C2 Fine Sand 10YR 7/3 NONE PERC RATE < 2MIN/1N _ 109-140 C3 Medium to Coarse Sand 10YR 7/4 NONE it • DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER - 0-15 A Loamy Fine Sand 10YR 2/2 NONE 15-39 B Fine Sandv Loam 10YR 5/6 NONE _ 39-88 C1 Fine Sandv Loam 10YR 7/4 NONE 88-126 C2 Fine Sand 10YR 7/3 NONE PERC RATE < 2MIN/1N 126-144 C3 Medium to Coarse Sand 10YR 7/4 NONE DATE OF TESTING: 115/20 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN 'Cr & 'C2' LAYERS. WITNESSED BY: MATTHEW T. FARRELL, EIT, J.M. O'REILLY & ASSOCIATES, INC. AMY VON -HONE, DIRECTOR OF HEALTH, BREWSTER HEALTH DEPARTMENT NO WATER ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. Approx. Location of Existing Sewage Disposal System (Per Brewster Health Records) TO BE REMOVED OR ABANDONED 45.8 {SEE NOTE #18) PROPOSED 5' SOIL REMOVAL (SEE NOTE #16) Existing Concrete Walkway TO BE REMOVED AND REPLACED CB END 44.7± 10_51+ S to Patio x 45.5 C/O (TYP.) 44,7 R 5. Approx. Location of Existing Cesspools TO BE REMOVED OR ABANDONED (SEE NOTE #18) BENCHMARK, Top of Concrete Bound EL=45.8± (NAVD 1988 Datum) r, -PROPOSED EL=46.5± GAS BAFFLE 43.40 EXISTING 43.17 • 43-5± Edge of Dirt Road SYSTEM DESIGN CALCULATIONS: SEWAGE DESIGN FLOW' T4 BEDROOM DWELLING + 1 BEDROOM COTTAGE) @ 110 GPD = 550 GPD LEACHING CAPACITY REQUIRED! 5 BEDROOMS (MAX.) @ 110 GPD = 550 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED' DAILY FLOW= 550 GPD @ 200% = 1100 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED' 1,500 GALLON SEPTIC TANK (MIN. ALLOWED) LEACHING CAPACITY PROVIDED! ONE (1) 48.0' X 10.83' X 2.0' -LEACHING CHAMBER CAN LEACH: Vt=((519.84) + (58.83 X 2.0) + (37.17 X 2.0) + (10.83 X 2,0)21 X 0.74 GPD/SF=558.82, GPD 558 GPD> 550 GPD REQUIRED NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. INSTALL' ONE (1)- 1,500 GALLON CONCRETE SEPTIC TANK ONE (1)- 6 OUTLET DISTRIBUTION BOX (H-20 Rated) FOUR (4)- 500 GALLON LEACH CHAMBERS- SEE SAS DETAIL FOR STONE LAYOUT TWO (2)-4" PVC CLEAN -OUTS BUILT UP TO WITHIN 6" OF FINISH GRADE LEEDS LANE (UNDEFINED_ PRIVATE WAY) 46.0 eu CT 00 an -r Post + Rail Fence -�._,t'rND PLAN- 45.0 SCALE 1"=20' THIS AREA I5 SERVED BY TOWN WATER. INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. �-PROPOSED EL=46.5± A 20 PROPOSED 1,500 GALLON r --B-43 CONCRETE SEPTIC TANK DB-6 D -BOX 43.00 2" DROP H-20 42.70 In 36" Proposed (9" Min- 36" Max) I 40.70 Longest Run 14' 2" LAYER OF 1/8"-1/2" STONE 3/4"- 1-1/2" STONE USE FOUR (4) 5HOREY PRECAST 500 GALLON LEACH CHAMBERS WITH: 4' OF STONE ON ENDS, 3' OF STONE - ON SIDES, AND 2' OF STONE BETWEEN (END VIEW) LI✓ A C 1-I I NIG C 1-1 A M 13 L I-2 SEE SAS DETAIL FOR DIMENSIONS 6.1'± - EL=34-6± BOTTOM OF TEST HOLE I#2 45.9 45.4 c) Lu f rfr w OLLJ ,5 44.9 0 FIRST FLOOR SECOND FLOOR NOT TO SCALE Screen Porch Living Room Bedroom Bath COTTAGE NUT III SCALE - Bedroom Bathroom NOT TO SCALE Bedroom Bedroom Hall Bath Bedroom BASEMENT )T TO SCALE Slab (No Fo Crawl Space Utilities (FULL END) m Cr! N N 0 0 in v 0 0 Yl oa ONE (1) BUILD UP COVER RAISED TO WITHIN 6" OF FINISH GRADE 20 40 60 SCALE 1"=20' G:WAlohs\Northeast Construction\8986- 8 Leeds Lane Brewster\dwg\8986.Proposed Site & SOS Plan.dwg Full Foundation BH BREWSTER, Leeds Lane MA LOCUS NOT TO SCALE PLAN BOOK 200 DEED BOOK 1171 ASSESSORS' MAP 50 PAGE 61 PAGE 106 PARCEL 91 132) 32 x12.34 24x5 -0I-I---- TP ST DB SAS CP LP C/0 BH OS -va ■ LEGEND EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE WATER SERVICE LINE OVERHEAD UTILITY SERVICE TEST HOLE / BORING LOCATION SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM CESSPOOL LEACH PIT CLEAN OUT BULK HEAD OUTDOOR SHOWER UTILITT r ILt CONCRETE BOUND, FOUND FENCE EDGE OF CLEARING SAS DETAIL SCALE: 1" = 10' 36.50' 3.00' 8.50' -4` 0 8.50' 2.00' $TONE 8.50' 4V 4.00' % / / U -BOX //�� 1 PROPOSED 5' SOIL REMOVAL (SEE NOTE 1116) ao 0 Alice M. Drown C/O NORTHEAST CONSTRUCTION, P.O. BOX 2350, BREWSTER, MA 02631 SITE & SEWAGE DISPOSAL SYSTEM DESIGN 8 LEEDS LANE, BREWSTER, MA 02631 J.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street - Route 6A P.O. Box 1773 (508)896-8801 Office Brewster, MA 02631 (508)896--8802 Fax DATE: 11/30/2020 SCALE: As Noted BY: MJW CHECK: JMO JOB NUMBER: JMO-8986 Ellen Murph From: Davis Walters Sent: Tuesday, March 28, 2023 11:30 AM To: Ellen Murphy Cc: Erika Glidden Subject: FW: Zoning question Forwarding. F. Davis Walters, M.C.B.O. (him/he) Building Commissioner Town of Brewster 2198 Main Street Brewster, MA 02631 (508) 896-3701 ext. 1125 Beginning July 6th, Brewster Town Offices will be open to the public Monday, Tuesday, Wednesday, and Thursday from 8:30 to 4:00pm. Beach and Recycle Permits are not available in person but can be purchased online or through our mail - in program. For the latest updates on Town services, please visit www.brewster-ma.gov The Commonwealth of Massachusetts Secretary of State has determined that e-mail is a public record Original Message From: Davis Walters Sent: Monday, March 6, 2023 3:10 PM To: Jamie McGrath <jrm@pineharbor.com> Cc: Erika Glidden <eglidden@brewster-ma.gov> Subject: RE: Zoning question Hi Jamie - Looks like they actually have two pre-existing non -conforming (PENC) accessory structures each right on a property line. I'd have to refer you to ZBA for approval if you propose a complete replacement of one of them for a larger structure in the previous location. Removal (demo) of a PENC accessory structure usually means that the PENC status is surrendered. FMI, which one is it, and are they both just sheds? Regards, D F. Davis Walters, M.C.B.O. (him/he) Building Commissioner 1 Town of Brewster 2198 Main Street Brewster, MA 02631 (508) 896-3701 ext. 1125 Beginning July 6th, Brewster Town Offices will be open to the public Monday, Tuesday, Wednesday, and Thursday from 8:30 to 4:OOpm. Beach and Recycle Permits are not available in person but can be purchased online or through our mail - in program. For the latest updates on Town services, please visit www.brewster-ma.gov The Commonwealth of Massachusetts Secretary of State has determined that e-mail is a public record Original Message From: Jamie McGrath <jrm@pineharbor.com> Sent: Monday, March 6, 2023 2:12 PM To: Davis Walters <dwalters@brewster-ma.gov> Subject: Zoning question Hi Davis, I have a client with a shed that's pre-existing non- confirming shed. Lot dates back to 50's. They would like to replace and make larger the shed in existing spot, no closer to line. What would we need to do here? Address is 8 Leeds Lane.. Thank you, Jamie Sent from my iPhone 2 Application#23-11 www.brewster-ma.gov Page 1 of 1 5/4/2023 DEPARTMENT REVIEWS Application #23-11 APPLICANT: Michael Russillo REPRESENTATIVE: Pine Harbor Wood Products MAP/LOT: Map 50, Lot 91 PROPERTY ADDRESS: 8 Leeds Lane Received from: Police Dept. Comments received from Lt. Charles Mawn The police dept has no comments to add at this time. Health Dept. Comments received from Sherrie McCullough The project as proposed will not need further review by the Health Department. The proposed project will not encroach upon any existing septic components and will not increase septic flow. If the location should change from the proposed plan, the new structure cannot be placed on top of the existing septic components. Water Dept. Comments received from Paul Anderson The Water dept has no comments to add at this time. Brewster Zoning Board of Appeals 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1168 brewplan@brewster-ma.gov Certified bY: \\\\\p0,e,cA 1EWIIST��iii� ot..E YEIs'� =-1 = o TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 50/91/0 1:1::-.<- .a: = rla ti 1 I, i 4 2r_ f 1 f 1 .. 1 1 I C t 0 FR. 6°1 ' ui ". J I End R READ 5 ��� __ .�.NKLI ':,, NTVI ._ ..'. 'i ' EME T ERY i ., ..?7�� /79/0 1 14 �EMT E F�TER " RPAD 19 4RAHAM. R James M. Gallagher, MAA Deputy Assessor I AI 50178/0 i I RAHAM. R1gA[? 1( I—