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Planning Board Packet 12/13/23
Town of Brewster Planning Board Planning Board Amanda Bebrin Chair Alexander Wentworth Vice Chair Robert Michaels Clerk Charlotte Degen Madalyn Hillis - Dineen Antone Freitas Elizabeth Taylor Town Planner Jonathon Idman Senior Department Assistant Lynn St. Cyr 2198 Main St., Brewster, MA 02631 brewplan@brewster-ma.gov (508) 896-3701 x1133 PLANNING BOARD MEETING AGENDA 2198 Main Street December 13, 2023 at 6:30 PM This meeting will be conducted in person at the time and location identified above. This means that at least a quorum of the members of the public body will attend the meeting in person and members of the public are welcome to attend in person as well. As a courtesy only, access to the meeting is also being provided via remote means in accordance with applicable law. Please note that while an option for remote attendance and/or participation is being provided as a courtesy to the public, the meeting/hearing will not be suspended or terminated if technological problems interrupt the virtual broadcast or affect remote attendance or participation, unless otherwise required by law. Members of the public with particular interest in any specific item on this agenda, which includes an applicant and its representatives, should make plans for in -person vs. virtual attendance accordingly. Members of the public who wish to access the meeting may do so in the following manner: Phone: Call (312) 626 6799 or (301) 715-8592. Webinar ID: 841 0778 1002. Passcode: 612505. To request to speak: Press *9 and wait to be recognized. Zoom Webinar: hups:/,Ius02web.zoom.us' /84107781002?rwd=VTVSV1ExaUNCL253NmNZV21Gdmo4dz09 Passcode: 612505. To request to speak: Tap Zoom "Raise Hand", then wait to be recognized. When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broadcast (Brewster Government TV Channel 18), Livestream (livestream.brewster-ma. zov), or Video recording (tv.brewster-ma.+2ov r. The Planning Board packet can be found on the Calendar on the Town of Brewster website (www.brewster-ma.gov). Please note that the Planning Board may take official action, including votes, on any item on this agenda. 1. Ca11 to Order. 2. Declaration of a Quorum. 3. Meeting Participation Statement. 4. Recording Statement. As required by the Open Meeting Law we are informing you that the Town will be video and audio taping as well as broadcasting this public meeting. In addition, if anyone else intends to either video or audio tape this meeting they are required to inform the Chair. 5. Public Announcements and Comment. Members of the public may address the Planning Board on matters not on the meeting's agenda for a maximum of 3-5 minutes at the Chair's discretion. The Planning Board will not reply to statements made or answer questions raised during public comment but may add items presented to a future agenda. 6. Major Stormwater Management Permit, Case No. SWMP2023-43: Applicant/Owner: Town of Brewster has submitted a major stormwater permit application related to the Millstone Road Improvements Project, pursuant to Brewster Town Code Chapter 272 and its accompanying Regulations. The Planning Board will consider and potentially vote whether to approve the major stormwater permit, as well as any waivers from said Regulations deemed necessary and applicable. 7. Major Stormwater Management Permit, Case No. SWMP2023-46: Applicant/Owner: David and Heidi Jenkins has submitted a major stormwater permit application for property located at 87 Timberlane Drive and shown on Tax Map 144, Parcel 11, pursuant to Brewster Town Code Chapter 272 and its accompanying Regulations. The Planning Board will consider and potentially vote whether to approve the major stormwater permit, as well as any waivers from said Regulations deemed necessary and applicable. //p/11111I 1 111111\1\\\\\\\\ Planning Board Amanda Bebrin Chair Alexander Wentworth Vice Chair Robert Michaels Clerk Charlotte Degen Madalyn Hillis - Dineen Antone Freitas Elizabeth Taylor Town Planner Jonathon Idman Senior Department Assistant Lynn St. Cyr 8. Approval of Meeting Minutes: November 8, 2023. 9. Committee Reports. 10. For Your Information. 11. Matters Not Reasonably Anticipated by the Chair. 12. Next Meetings: January 10, 2024 and January 24, 2024. 13. Adjournment. Date Posted: 12/06/23 Date Revised: Received by Town Clerk: MAJOR STORMWATER MANAGEMENT PERMIT CASE NO. SWMP2023-43 APPLICANT/OWNER: TOWN OF BREWSTER MILLSTONE ROAD IMPROVEMENTS PROJECT Town of Brewster Code Chapter 272 Stormwater Management Permit Application Form 1. Project Location: Millstone Road FOR TOWN OFFICIAL USE ONLY TOWN CLERK RECEIVED: SWM PERMIT NUMBER ASSIGNED: Street Address Book 1291 Page 1139 Assessors Map and Parcel(s) Deed Reference 2. Applicant: Town of Brewster (c/o Griffin Ryder, DPW Director) Name 2198 Main Street, Brewster, MA 02631 Legal Mailing Address 508.896.3701 gryder@brewster-ma.gov Phone Number 3. Property Owner (if different than Applicant): Email Address Name Legal Mailing Address Phone Number Email Address 4. Professional Representative: Vanasse Hangen Brustlin, Inc. (c/o Steve Rhoads, Project Manager) Name 101 Walnut Street, P.O. Box 9151, Watertown, MA 02472 Legal Mailing Address 617.924.1770 srhoads@vhb.com Phone Number Email Address Brewster Stormwater Management Permit Application Form Approved 2/23/ 2022 Rev. 06/22/2022 Page 1 of 2 5. Type of Application (Check as applicable): Minor Stormwater Permit- Any combination or series of construction or land disturbance activities that, over a two-year period, will result in a net increase in impervious area of 500 sq.ft. to 2,500 sq.ft. and/or will result in land disturbances of 10,000 sq.ft. to 20,000 sq.ft. X Major Stormwater Permit- Any alteration, disturbance, development, or redevelopment that does not meet the eligibility criteria for a Minor Stormwater Permit. SWM Permit Amendment - List existing Stormwater Management permit number/ type Stormwater Management Certificate of Compliance (SMCC) Request - List relevant Stormwater Management permit number 6. Brief Project Description, including any waiver requests: Please see the attached memorandum for the project description. 7. Signatures: 11.01.2023 Applicant Date 11.01.2023 Property Owner (if different than Applicant) Date 11.01.2023 Professional Representative (as applicable) Date NOTES: • Please refer to Appendix B of the Stormwater Management Regulations for detailed application submittal and supporting material requirements for Minor and Major Stormwater Management Permits, respectively. • The application fee schedule is contained in Appendix C of the Regulations. • Certain activities are exempt from review and permitting (See §272-6 of the Storm water Management Bylaw). • If the project is located, in whole or part, within an area subject to state or local wetlands protection law, the review and permitting authority is the Brewster Conservation Commission/ Conservation Department. • No permit review shall occur nor shall review periods commence until the application is deemed complete. Brewster Stormwater Management Permit Application Form Approved 2/23/ 2022 Rev. 06/22/2022 Page 2 of 2 1 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 MEMORANDUM TO: Brewster Planning Board FROM: Griffin Ryder, Department of Public Works Director RE: Millstone Road Major Stormwater Permit Submission DATE: November 1, 2023 The Town of Brewster is proposing to improve Millstone Road from Route 6A to Route 137 (approx. 2.5 miles) (the “Project”). The Project will create a uniform cross section consisting of 11-foot wide lanes, 1.5-foot wide shoulders and a 5-foot wide sidewalk (separated with a grass strip where possible). Pursuant to the Town of Brewster Stormwater Management Regulations, Section 6.2.B(7) “Redevelopment,” the project is an eligible redevelopment project as it is "exclusively limited to maintenance and improvement of existing roadways (including widening less than a single lane, adding shoulders, correcting substandard intersections, and repaving projects) shall improve existing conditions unless infeasible and are exempt from the requirements of Section 6.2.C(7)b." The Project is subject to and has been designed to meet this special standard governing roadway redevelopment projects. The Project will incorporate significant stormwater infrastructure upgrades including the addition of 78 catch basins, 18 leaching pits and 145 leaching galleys as compared to the existing conditions. The stormwater system has been designed to meet the Mass Stormwater Handbook to the maximum extent practicable as a Redevelopment Project. The proposed stormwater system will provide for a significant improvement in stormwater collection and water quality treatment as compared to the existing conditions thereby meeting the redevelopment standard defined in the Town of Brewster Management Regulations. The Project received a Massachusetts Environmental Policy Act Certificate of the Secretary of Energy and Environmental Affairs on the Environmental Notification Form from the Executive office of Energy and Environmental Affairs on August 9, 2023. The Project received approval through an Order of Conditions from the Brewster Conservation Commission on October 23, 2023. The focus of the Conservation Commission filing was the small area of the Project within the 100’ wetland resource buffer zone in the area proximal to 99 and 133 Millstone Road. The Project was designed to minimize impacts to the wetland resource area and its buffers. The Project Office of: Department of Public Works 2 has also received conditional approval from MassDOT on an Access Permit that will allow for the construction of a crosswalk with push button rapid rectangular flashing beacons across Route 6A to connect to the existing sidewalk on the north side of Route 6A (which also abuts the town owned, former CCSC bay property). The Project design was carefully selected using low impact development techniques to increase safety for all users of the roadway and sidewalk while limiting the increase of impervious area and corresponding impacts on the natural environment. Grass strips adjacent to the sidewalk have been incorporated into the design where there was available layout area and would not have permanent impacts on private property. Another design intent was to preserve healthy and mature existing trees to the maximum extent practicable. The grass strips will provide for vegetated filter pre- treatment prior to some level of further treatment, collection and infiltration via the catch basins. Further, a rain garden has been provided at the location opposite the Joe Long Road intersection on the west side of Millstone Road (see sheet 68 of the site plan set).1 VHB will prepare a planting plan and details for the rain garden that will be part of a supplemental submission prior to the Planning Board meeting. Also included in the Planning Board submission is a palate of replacement plant materials (trees and shrubs) that are proposed to be used throughout the Project footprint. These native and hearty plant selections were determined with the assistance of VHB’s Landscape Architect, in consultation with the town’s Tree Warden. These are the types of plant material that will be offered to property owners to replace the loss of vegetation on their properties, associated with the construction of the Project. The location of these plantings will be determined so as not to interfere with the function or safety of the roadway, and on a case-by-case basis in the field after discussions with the affected owners. Prior to commencement of work, a joint public hearing with the Tree Warden and the Planning Board will be required to review and approve the proposed tree removal associated with the Project, as Millstone Road is a locally designated scenic road. I anticipate a broader discussion regarding the proposed tree removal and potential mitigation as part of the hearing. I look forward to meeting and discussing this item at the Planning Board’s next available, regularly scheduled meeting, which I understand is December 13, 2023. I’m happy to coordinate site visits or provide additional information through Planning Staff in the meantime. 1 Area was available on the west side of Millstone Road because the travelled way extends easterly outside of the road layout. It appears that the road was originally constructed and curved in this way to avoid the large “Spring Rock” glacial erratic at the location. \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\14170.00 - Stormwater Memo_Oct 2023.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 To: Town of Brewster Department of Public Works 201 Run Hill Road Brewster, MA 02631 Date: October 31, 2023 Project #: 14170.00 From:Luke Boucher, PE Re: Stormwater Management Memorandum Millstone Road Improvement Project This Stormwater Management Memorandum has been prepared to show compliance with the Massachusetts Stormwater Management Standards to the maximum extent practicable, in accordance with the Massachusetts Wetlands Protection Act Regulations (310 CMR 10.00), as well as with the Town of Brewster, MA Stormwater Management Bylaw (the local Stormwater Bylaw) and Stormwater Management Regulations (the local Stormwater Regulations)1. Project Description The applicant, Town of Brewster, is proposing roadway improvements and new sidewalks for Millstone Road (the Project) from the intersection with Main Street (Route 6A) to the intersection with Long Pond Road (Route 137) in Brewster, MA (Figure 1). The Project also proposes approximately 50 leaching galley & basin systems along the roadway, as well as a rain garden, to treat stormwater runoff. A portion of the Project Area is within the 100-foot buffer zone to an Isolated Vegetated Wetland, which is subject to the jurisdiction of the Massachusetts Wetland Protections Act and within the 50-foot No Disturb Zone, which is subject to the jurisdiction of the local wetland bylaw. Additionally, a portion of the Project Area is adjacent to a Natural Heritage Endangered Species Program Priority Habitat MassGIS polygon, and within Zone II wellhead protection areas, which is considered a critical area per 310 CMR 10.04. The Zone II wellhead protection areas are associated with the Brewster Water Department water supply wells. Under the Massachusetts Stormwater Management Standards, the Project is considered a redevelopment project because it involves maintenance and improvement of an existing roadway, including widening less than a single lane, improving existing drainage systems and repaving. The Project has been designed to meet the Massachusetts Stormwater Management Standards to the maximum extent practicable and to improve upon existing conditions. The Project also requires a Major Stormwater Permit for the proposed work per the local Stormwater Bylaw (Chapter 272 Stormwater Management), adopted November 15, 2021. Compliance with the local Stormwater Bylaw and local Stormwater Regulations, which went into effect on March 4, 2022, is documented later in this memorandum. 1 Town of Brewster, 2022. Town of Brewster Stormwater Management Regulations. https://www.brewster- ma.gov/sites/g/files/vyhlif6286/f/uploads/brewster_stormwater_management_regulations_022322.pdf Ref: 14170.00 October 31, 2023 Page 2 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Site Description Watershed The Project Area lies within the Cape Cod watershed. The Cape Cod watershed is covered by a TMDL for pathogens.2 The TMDL implementation plan for stormwater management recommFends starting with non-structural best management practices (BMPs), and then using structural BMPs if the non-structural BMPs are not sufficient to address water quality. The TMDL implementation plan also references the six minimum control measures required under the MS4 permit. The Project is not located in an area designated as an Outstanding Resource Water (ORW).3 Land Use Land uses adjacent to the Project Area are primarily forest and residential.4 There are no known land uses with higher potential pollutant loads (LUHPPLs) in or with drainage areas directly tributary to the Project Area. Land Cover Land cover within the Project Area consists primarily of asphalt roadway. Existing pervious cover within the Project Area is predominantly grass adjacent to the roadway. Utilities Subsurface utilities along the Project Area include water and gas. Above-ground utilities include utility poles, overhead wires, signals, electrical structures, and hydrants. Topography The Project Area has multiple low points along its existing roadway alignment, ranging in elevation from approximately 44 to 121 (NAVD 88). Slopes along the project corridor range between 0.0% and 6.05%. Soils The Natural Resources Conservation Service (NRCS) soil survey5 has mapped the surface soils within the Project as predominantly Carver coarse sand (HSG A), Plymouth loamy coarse sand (HSG A), and Barnstable-Plymouth- Nantucket complex (HSG A). A map of existing NRCS Soil Survey in the Project Area is included in Appendix B. Hazardous Materials Based on VHB’s preliminary screening of the MassDEP database, one (1) state-listed site with documented releases of oil and/or hazardous materials (OHM) is present within a 500-foot radius of the Project. This site does not have the potential to impact the Project based on proximity to the Project area and/or current regulatory status. Should OHM be encountered during project excavations that requires management or export, it must be handled under 2 Massachusetts DEP. 2009. “Final Pathogen TMDL for the Cape Cod Watershed.” 3 Massachusetts DEP, 2013. 314 CMR 4.00 Massachusetts Surface Water Quality Standards. 4 MassMapper Land Use 2005. https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html. Accessed August 2023. 5 Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey Ref: 14170.00 October 31, 2023 Page 3 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx appropriate regulatory submittal (such as a Utility Related Abatement Measure, Release Abatement Measure, or Immediate Response Action) and accompanied by appropriate documentation such as Material Shipping Records (MSRs), Bills of Lading (BOLs), or manifests. No excavation associated with the proposed closed drainage and stormwater infrastructure is proposed within the limits of any open disposal site boundaries. Existing Drainage Infrastructure and Structural Best Management Practices (BMPs) The existing drainage infrastructure within the Project Area consists of a combination of country drainage and closed drainage (catch basins, leaching drainage structures, pipes). The cross slope of Millstone Road varies, with some sections crowned and some sloping to one side. The outer edges of Millstone Road are either uncurbed or feature bituminous berm with intermittently spaced catch basins that intercept flow that is unable to sheet off the roadway. The existing structural stormwater treatment BMPs within the Project Area include leaching basin systems. Proposed Drainage Conditions Land Cover The Project proposes to increase impervious cover by approximately 3.3 acres. Proposed impervious cover will be comprised of asphalt roadway and sidewalks. The Project proposes tree removal along Millstone Road to accommodate roadway widening and new sidewalks, which provide a safety improvement over existing conditions. Structural BMPs The Project proposes to install a rain garden and approximately 50 leaching galley & basin systems to supplement the proposed closed-drainage system consisting of catch basins, gutter inlets, and manholes. The majority of existing catch basins and drainage manholes will be retained or remodeled and incorporated into the proposed drainage system. In addition, the design includes a proposed rain garden located across from Joe Long Road. Erosion and Sediment Control An erosion and sedimentation control program will be implemented to minimize temporary impacts to wetland resource areas prior to and during the construction phase of the Project. The program incorporates BMPs specified in guidelines developed by the DEP6 and the U.S. Environmental Protection Agency (EPA)7. Non-structural practices to be used during construction include permanent seeding and pavement sweeping. These practices will be initiated as soon as practicable during construction. Structural erosion and sedimentation controls include erosion control barriers and catch basin inlet protection. 6 DEP, 1997. Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas: A Guide for Planners, Designers, and Municipal Officials. 7 EPA, 2007. Interim Developing Your Stormwater Pollution Prevention Plan: A Guide for Construction Sites. Office of Water. Report EPA 833-R-060-04. Ref: 14170.00 October 31, 2023 Page 4 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Massachusetts Department of Environmental Protection (MassDEP) – Massachusetts Stormwater Management Standards Under the Massachusetts Stormwater Management Standards, the Project is considered a redevelopment project because it involves maintenance and improvement of an existing roadway, including widening less than a single lane, improving existing drainage systems and repaving. The Project has been designed to meet the Massachusetts Stormwater Management Standards to the maximum extent practicable, and to improve upon existing conditions. Standard 1: No New Untreated Discharges or Erosion to Wetlands The Project has been designed to comply with Standard 1. The Project does not propose any discharge to wetlands or receiving waters. Under existing conditions, stormwater from the Project Area sheet flows off the roadway without pretreatment or flows into existing intermittent catch basins and leaching structures. The proposed drainage systems for the Project will reroute sheet flow into additional catch basins and provide treatment via a network of additional offline leaching basins and galleys. In addition, a rain garden has been incorporated into the design to provide additional treatment. One isolated wetland resource area is located within the Project vicinity, east of station 211+50. Sheet flow from the roadway in this area will be directed to catch basins on both sides of the roadway, south and north of the wetland boundary, and conveyed through approximately 390 feet of 12” pipe trunkline to a leaching galley on the western side of the road for infiltration. The leaching galley system is located approximately 267 feet from the isolated wetland. No discharge to the isolated wetland resource area is proposed. Standard 2: Peak Rate Attenuation The Project has been designed to comply to the maximum extent practicable with Standard 2. The Project proposes to increase impervious cover by approximately 3.3 acres. This increase in impervious area is to accommodate roadway widening and new sidewalks, which provide a safety improvement over existing conditions. Ref: 14170.00 October 31, 2023 Page 5 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx The Project is a redevelopment project. The new stormwater system will infiltrate all collected runoff and does not propose discharges to wetlands or receiving waters and calculations of peak rate discharges to receiving waters are not included. Standard 3: Stormwater Recharge The Project has been designed to comply with Standard 3. Groundwater recharge of stormwater runoff is provided by leaching basins, leaching galleys, and a rain garden. The required water quality volume and proposed water quality volume are provided in Table 1. Table 1: Required and Provided Groundwater Recharge Volumes Proposed Impervious Area (HSG A) (acres) Required Recharge Volume (cf) Provided Recharge Volume (cf) 3.3 7,820 35,214 Supporting calculations for required and provided recharge volumes are included in Appendix C. Standard 4: Water Quality The Project has been designed to comply with Standard 4. The Project Area, located within the Cape Cod Watershed, is covered by a Total Maximum Daily Load (TMDL) for pathogens. The TMDL does not reference stormwater as a significant source of pathogens to the waterbodies and does not require mitigation beyond the six minimum control measures (MCMs) as covered under the Town and MassDOT MS4 stormwater management programs. Under existing conditions, stormwater from the Project Area sheet flows off of the roadway or directly into leaching catch basins without pretreatment or flows into existing catch basins and leaching structures interspersed throughout the roadway. The existing catch basins do not appear to be spaced adequately throughout the existing roadway to effectively capture runoff. The proposed drainage systems for the Project will reroute sheet flow into catch basins spaced appropriately and provide pretreatment via deep-sump catch basins and treatment via a network of 51 offline leaching basins (39 proposed and 12 existing to be Ref: 14170.00 October 31, 2023 Page 6 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx retained) and 145 leaching galleys. In addition, the proposed system includes a rain garden located across from Joe Long Road. The Massachusetts Stormwater Standards require a TSS reduction of 80%. As indicated in the TSS Removal Calculation Worksheets included in Appendix C, the weighted average TSS load reduction across the Project Area is 80%, which complies with this requirement. Computations and supporting information, including the Long-Term Pollution Prevention Plan, are provided in Appendix D. Table 2 below summarizes the required and provided Water Quality Volumes. Table 2: Required and Provided Water Quality Volume Proposed Impervious Area Required Water Quality Volume (cf) Provided Water Quality Volume (cf) 9.7 35,211 35,214 In addition to the treatment described above, vegetated grass strips have been incorporated into the design where feasible between the sidewalk and roadway. Runoff from the sidewalk areas will flow through these grass strips prior to entering the roadway. As these grass strips do not meet the requirements for vegetated filter strips or a qualifying pervious area (LID Credit No. 3) in the Massachusetts Stormwater Handbook, the Project cannot claim any water quality credit. The grass strips; however, will allow incidental infiltration and treatment of the sidewalk areas, resulting in improved water quality over a layout with sidewalks immediately adjacent to the roadway. Standard 5: Land Uses with Higher Potential Pollutant Loads (LUHPPLs) There are no known land uses with higher potential pollutant loads (LUHPPLs) in or with drainage areas directly tributary to the Project Area. The Project complies with Standard 5. Standard 6: Critical Areas The Project is located within a Zone II, shown in Figure 2. The Project has been designed to comply with Standard 6 to the maximum extent practicable. Runoff from the Project’s proposed impervious cover will be treated by a subsurface leaching basin (80% TSS removal), a leaching galley (80% TSS removal), or a rain garden (90% TSS removal). Since this project is located within a critical area, 44% TSS removal must be Ref: 14170.00 October 31, 2023 Page 7 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx removed prior to discharge into the infiltration structure. Deep-sump catch basins provide 25% pretreatment to leaching basin and leaching galley systems, but due to limited right-of- way, proposing additional pretreatment is not practicable. A combination grass/gravel pretreatment system is proposed as pretreatment for the proposed rain garden, as specified in Volume 2, Chapter 2, page 25 of the Massachusetts Stormwater Handbook. The project is located within a Zone II and within an area with infiltration rates greater than 2.4 inches/hour, both of which require that a 1” Water Quality Volume be treated. This Project complies with that requirement to the maximum extent practicable, as shown in Figure 2. Standard 7: Redevelopments and Other Projects Subject to the Standards only to the Maximum Extent Practicable The Project is considered a redevelopment and has been designed to comply with the Massachusetts Stormwater Management Standards to the maximum extent practicable. The project complies with Standards 1, 3, 5, 8, 9, and 10. The Project complies with Standards 2, 4 and the pretreatment and structural BMP requirements of Standard 6 to the maximum extent practicable. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Controls The Project will disturb approximately 9.7 acres of land and is therefore required to obtain coverage under the Environmental Protection Agency (EPA) National Pollutant Discharge Elimination System (NPDES) Construction General Permit. As required under this permit, a Stormwater Pollution Prevention Plan (SWPPP) will be developed and submitted by the contractor before land disturbance begins. The project will include an erosion and sedimentation control program to minimize temporary impacts to wetland resource areas prior to and during the construction phase of the Project. Non-structural practices to be used during construction include permanent seeding and pavement sweeping. These practices will be initiated as soon as practicable during construction. Structural erosion and sedimentation controls include erosion control barriers and catch basin inlet protection. Ref: 14170.00 October 31, 2023 Page 8 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Standard 9: Operation and Maintenance Plan In compliance with Standard 9, a Post-Construction Stormwater Operation and Maintenance (O&M) Plan has been developed for the Project. The O&M Plan is included in Appendix D as part of the Long-Term Pollution Prevention Plan. Standard 10: Prohibition of Illicit Discharges The Project Area does not have any known illicit connections. Any illicit connections to sanitary sewer or storm drainage structures found in the project limit of work will be removed or incorporated into the project. The Town does not have any sanitary sewer infrastructure in this area. The Long-Term Pollution Prevention Plan, provided in Appendix D, includes measures to prevent illicit discharges. Ref: 14170.00 October 31, 2023 Page 9 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Town of Brewster, MA Stormwater Management Bylaw and Stormwater Management Regulations – Major Stormwater Permit As the project results in an increase in impervious area exceeding 2,500 square feet and a land disturbance exceeding 20,000 square feet, the project is required to obtain a Major Stormwater Permit from the Town of Brewster (Section 4 of the local Stormwater Regulations). The following section documents compliance with the Post-Construction Stormwater Management performance standards for Major Stormwater Permits, as listed in Section 6.2.B of the local Stormwater Regulations. The local Stormwater Regulations include “redevelopment” provisions similar to those in the Massachusetts Stormwater Standards, requiring certain types of projects to comply with some stormwater quality and quantity requirements only to the maximum extent practicable. These “redevelopment” provisions recognize the physical constraints that limit the choice of BMP on certain projects, particularly those involving improvement of existing roads. These constraints derive from the linear configuration of the road, the limited area within the existing right-of- way, the structural and safety requirements attendant to good roadway design, and the long- term maintainability of the roadway drainage systems. As a result, there is often limited available space on existing roadway improvement projects to incorporate stormwater BMPs with adequate capacity to provide the stormwater treatment and peak rate attenuation necessary to fully comply with stormwater quality and quantity requirements. Local Standard 1: Compliance with MassDEP and MS4 Requirements - Section 6.2.B(1) See the previous section for documentation of compliance with the MassDEP Stormwater Standards. Per the response to Local Standard 7, the project is not subject to compliance with the MS4 requirements in Section 6.2.B(7)(b). Local Standard 2: LID Planning and Design Strategies - Section 6.2.B(2) The project team evaluated the project area for locations where the following LID practices could be incorporated into the design. Protection and Restoration of Natural Resources As designed, the Project does not have significant impact on any natural, cultural, recreational, historical, or other resource. The Project will not alter any wetland area regulated as a Water of the U.S. and is not subject to jurisdiction under Sections 401 and/or 404 of the Ref: 14170.00 October 31, 2023 Page 10 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Clean Water Act. No permanent impacts to any vegetated wetlands are anticipated. The Project has been designed to avoid all direct impacts to wetland resource areas. Minimizing Impervious Surfaces The purpose of the project is to improve the exiting travel lanes and surface and provide accessible pedestrian accommodations along Millstone Road. The proposed alternative was selected to minimize increase in impervious area while still addressing insufficient shoulder width and lack of sidewalk, as these components currently provide inadequate safety accommodations for all users of the roadway, including motorists, pedestrians, bicyclists, and those who need accessible accommodations. Grading to Direct Runoff onto Pervious Surfaces One of the project goals was to maximize infiltration within the project area. As there is limited space within the relatively narrow project corridor, directing runoff off the roadway as surface flow would have resulted in untreated runoff being discharged onto private properties, some of which already experience periodic flooding. The project was able to incorporate this LID technique by directing roadway runoff to the proposed rain garden at Joe Long Road. In this location, a portion of the roadway will be uncurbed, allow surface flow into the rain garden, where it will infiltrate. In locations where the roadway is elevated above the surrounding areas, runoff from the existing roadway has resulted in erosion and deterioration of the pavement edge. Curbing is proposed curb in these locations to eliminate the source of this erosion. Vegetated grass strips have been incorporated into the design where space allows between the sidewalk and roadway. Runoff from the sidewalk areas will flow through these grass strips prior to entering the roadway. Consistent with the objectives of incorporating LID practices, these grass strips will allow incidental infiltration and treatment of the sidewalk areas, resulting in improved water quality over a layout with sidewalks immediately adjacent to the roadway. Soil Decompaction and Amendments to Improve Infiltration Capacity The proposed rain garden across from Joe Long Road will include an engineered soil layer specifically designed to improve infiltration within the BMP. Ref: 14170.00 October 31, 2023 Page 11 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Local Standard 3: Stormwater BMPs Optimized for Phosphorus and Nitrogen Removal - Section 6.2.B(3) Proposed treatment BMPs consist of leaching basins, leaching galleys, and an infiltrating rain garden, all of which utilize infiltration as the primary treatment mechanism. As stated in the Town’s MS4 Permit, infiltration BMPs such as these are optimized for the removal of Phosphorus and Nitrogen. As a result, the Project has been designed to comply with Local Standard 3. Local Standard 4: NOAA Plus Precipitation Depths - Section 6.2.B(4) The Project proposes to increase impervious cover by approximately 3.3 acres. This increase in impervious area is to accommodate roadway widening and new sidewalks, which provide a safety improvement over existing conditions. The new stormwater system will infiltrate all collected runoff and does not propose discharges to wetlands or receiving waters and therefore calculations of peak rate discharges to receiving waters are not included. Local Standard 5: BMPs on Commercial or Industrial Land Use Areas - Section 6.2.B(5) The project is a roadway improvement project, not located within properties with commercial or industrial uses. As a result, the Project complies with Local Standard 5. Local Standard 6: New Development - Section 6.2.B(6) The project is not considered New Development. As a result, the Project is not subject to the New Development performance standard under Section 6.2.B(6). See Local Standard 7 for additional information. Local Standard 7: Redevelopment - Section 6.2.B(7) Per Section 6.2.B(7)b of the local Stormwater Regulations, the Project is considered a redevelopment project because it exclusively limited to maintenance and improvement of existing roadways (including widening less than a single lane, adding shoulders, correcting substandard intersections, improving existing drainage systems, and repaving projects). As a result, the Project is required to improve upon existing conditions unless infeasible but is exempt from the MS4 treatment and storage requirements in Section 6.2.B(7)b of the local Stormwater Regulations. Ref: 14170.00 October 31, 2023 Page 12 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Improvement Upon Existing Conditions Under existing conditions, stormwater from the Project Area sheet flows off the roadway or directly into leaching catch basins without pretreatment or flows into existing catch basins and leaching structures interspersed throughout the roadway. The existing catch basins do not appear to be spaced adequately throughout the existing roadway to effectively capture runoff. The project proposes to increase the number of catch basins along the project corridor from 34 to 112. The addition of inlet structures and corrections to the roadway cross- slope will reduce ponding and gutter spread, both of which contribute to hydroplaning. As a result, the project will result in improved safety. The proposed drainage systems for the Project will reroute sheet flow into catch basins spaced appropriately and provide pretreatment via deep-sump catch basins and treatment via a network of new offline leaching basins and galleys. In addition, the proposed system includes a rain garden across from Joe Long Road, which was the only location where incorporating a rain garden is feasible. Other locations along the roadway do not provide enough right-of-way or physical space when considering impacts to various residences frontage for the construction and maintenance of additional rain gardens. Under existing conditions, 33 leaching basins exist along the project corridor. Under proposed conditions, the project corridor will contain 51 leaching basins (39 proposed and 12 existing to be retained), 145 leaching galleys, and rain garden, the project will result in 35,214 cubic feet of storage which will increase groundwater recharge and improve water quality. As indicated in Table 2 below, the proposed project will double the runoff depth that will be stored and treated through infiltration. Table 3: Existing and Provided Treatment Depth Impervious Area (acres) Provided BMP Volume (cf) Treatment Depth (in) Existing Conditions 6.4 10,857* 0.5 Proposed Conditions 9.7 35,214 1.0 * Assumes a storage volume of 329 cubic feet for each of the 33 existing leaching basins Refer to Appendices E and F for plan markups depicting the existing and proposed stormwater infrastructure, respectively. Ref: 14170.00 October 31, 2023 Page 13 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx Figures: Figure 1 – USGS Locus Figure 2 – Environmental Constraints Attachments: Appendix A – Stormwater Checklist Appendix B – Soils Data Appendix C – Stormwater Management Calculations Appendix D – Operation and Maintenance Plan and Long-Term Pollution Prevention Plan Appendix E – Existing Stormwater Infrastructure Markups Appendix F – Proposed Stormwater Infrastructure Markups _/ilb November 15, 2020 I FIGURE 1 Tidal Flat L.anc;ng' o • Pubtic Landing Brew tet :5 Country (liub Project Location Brewster _7n . 50: 4 P9 Calmpgh 1 Fl or J- (1 1 u :ter` -1 FQEEMAN& - Pumping . �lolons USGS, MassGIS rrrn /1. Ti S 0 1000 2000 4000 Feet Millstone Road Improvements Brewster, MA Figure 1 - USGS Locus Map Source Info: USGS, MassGIS, VHB vhb November 17, 2020 FIGURE 2 750 1500 ® Zone II Wellhead Protection Area NHESP Priority Habitats of Rare Species NHESP Estimated Habitats of Rare Wildlife * NHESP Certified Vernal Pools * NHESP Potential Vemal Pools Project Location 3000 Feet Millstone Road Improvements Brewster, MA Figure 2 - Environmental Constraints Figure Source Info: USGS, MassGIS, VHB \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\14170.00 - Stormwater Memo.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 Attachment A Stormwater Checklist ◼ swcheck • 04/01/08 Stormwater Report Checklist • Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more substantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth. The Stormwater Report must include: The Stormwater Checklist completed and stamped by a Registered Professional Engineer (see page 2) that certifies that the Stormwater Report contains all required submittals.1 This Checklist is to be used as the cover for the completed Stormwater Report. Applicant/Project Name Project Address Name of Firm and Registered Professional Engineer that prepared the Report Long-Term Pollution Prevention Plan required by Standards 4-6 Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 1 The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. 10-31-2023 swcheck • 04/01/08 Stormwater Report Checklist • Page 3 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: No disturbance to any Wetland Resource Areas Site Design Practices (e.g. clustered development, reduced frontage setbacks) Reduced Impervious Area (Redevelopment Only) Minimizing disturbance to existing trees and shrubs LID Site Design Credit Requested: Credit 1 Credit 2 Credit 3 Use of “country drainage” versus curb and gutter conveyance and pipe Bioretention Cells (includes Rain Gardens) Constructed Stormwater Wetlands (includes Gravel Wetlands designs) Treebox Filter Water Quality Swale Grass Channel Green Roof Other (describe): Standard 1: No New Untreated Discharges No new untreated discharges Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. swcheck • 04/01/08 Stormwater Report Checklist • Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge Soil Analysis provided. Required Recharge Volume calculation provided. Required Recharge volume reduced through use of the LID site Design Credits. Sizing the infiltration, BMPs is based on the following method: Check the method used. Static Simple Dynamic Dynamic Field1 Runoff from all impervious areas at the site discharging to the infiltration BMP. Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. Recharge BMPs have been sized to infiltrate the Required Recharge Volume. Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: Site is comprised solely of C and D soils and/or bedrock at the land surface M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 Solid Waste Landfill pursuant to 310 CMR 19.000 Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. Calculations showing that the infiltration BMPs will drain in 72 hours are provided. Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included. 1 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. swcheck • 04/01/08 Stormwater Report Checklist • Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: Good housekeeping practices; Provisions for storing materials and waste products inside or under cover; Vehicle washing controls; Requirements for routine inspections and maintenance of stormwater BMPs; Spill prevention and response plans; Provisions for maintenance of lawns, gardens, and other landscaped areas; Requirements for storage and use of fertilizers, herbicides, and pesticides; Pet waste management provisions; Provisions for operation and management of septic systems; Provisions for solid waste management; Snow disposal and plowing plans relative to Wetland Resource Areas; Winter Road Salt and/or Sand Use and Storage restrictions; Street sweeping schedules; Provisions for prevention of illicit discharges to the stormwater management system; Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: is within the Zone II or Interim Wellhead Protection Area is near or to other critical areas is within soils with a rapid infiltration rate (greater than 2.4 inches per hour) involves runoff from land uses with higher potential pollutant loads. The Required Water Quality Volume is reduced through use of the LID site Design Credits. Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. swcheck • 04/01/08 Stormwater Report Checklist • Page 6 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) The BMP is sized (and calculations provided) based on: The ½” or 1” Water Quality Volume or The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. The NPDES Multi-Sector General Permit does not cover the land use. LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. All exposure has been eliminated. All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. Critical areas and BMPs are identified in the Stormwater Report. swcheck • 04/01/08 Stormwater Report Checklist • Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: Limited Project Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff Bike Path and/or Foot Path Redevelopment Project Redevelopment portion of mix of new and redevelopment. Certain standards are not fully met (Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: Narrative; Construction Period Operation and Maintenance Plan; Names of Persons or Entity Responsible for Plan Compliance; Construction Period Pollution Prevention Measures; Erosion and Sedimentation Control Plan Drawings; Detail drawings and specifications for erosion control BMPs, including sizing calculations; Vegetation Planning; Site Development Plan; Construction Sequencing Plan; Sequencing of Erosion and Sedimentation Controls; Operation and Maintenance of Erosion and Sedimentation Controls; Inspection Schedule; Maintenance Schedule; Inspection and Maintenance Log Form. A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. swcheck • 04/01/08 Stormwater Report Checklist • Page 8 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. The project is not covered by a NPDES Construction General Permit. The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: Name of the stormwater management system owners; Party responsible for operation and maintenance; Schedule for implementation of routine and non-routine maintenance tasks; Plan showing the location of all stormwater BMPs maintenance access areas; Description and delineation of public safety features; Estimated operation and maintenance budget; and Operation and Maintenance Log Form. The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: A copy of the legal instrument (deed, homeowner’s association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; An Illicit Discharge Compliance Statement is attached; NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\14170.00 - Stormwater Memo.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 Attachment B Soils Data ◼ ! 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MM+O+OROR J< O e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`_ a " b* " " cc-d-dede Xf f \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\14170.00 - Stormwater Memo.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 Attachment C Stormwater Management Calculations ◼ Project Name: Millstone Road Improvement Proj. No.: 14170.00 Date: 10/31/2023 Project Location: Brewster, MA Calculated by: LLB Increase in Impervious Areas by Hydrologic Soil Group (HSG) in acres Subcatchment HSG A HSG B HSG C HSG D Total Area 1 3.26 3.26 TOTAL 3.26 0.00 0.00 0.00 3.26 HSG Area Recharge Deptha Volume (acres)(in.)(c.f.) A 3.3 0.60 7,100 B 0.0 0.35 0 C 0.0 0.25 0 D 0.0 0.10 0 TOTAL 7,100 Assumptions: a Massachusetts DEP Infiltration requirement: HSG A = 0.60 in; HSG B = 0.35 in; HSG C = 0.25 in; HSG D = 0.10 in. Required Recharge Volume 7,100 c.f. Increase in Site Impervious Area 3.26 acres Total Site Impervious Area Draining to Recharge Facilities 2.96 acres Capture Area Adjustment Factor 1.10 - Adjusted Required Recharge Volume:7,820 c.f. Recharge Calculations Capture Area Adjustment Proposed Impervious Surface Summary Required Recharge Volume (Cubic Feet) \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_Recharge Drawdown Calculations Storage Capacity Bottom Areab Drawdown (c.f.)(s.f.)(hours) LB (Single)329 89.4 13 5.3 LB (Double)1,011 317.0 7 4.6 LB (Triple)1,113 317.0 5 5.1 LB (Triple)1,403 430.7 3 4.7 LG (2)201 100.0 4 2.9 LG (3)274 128.0 9 3.1 LG (4)353 160.0 15 3.2 LG (5)432 192.0 10 3.3 Rain Garden 1,197 1505.0 1 1.2 TOTAL for all Infiltration 35,214 Assumptions: Recharge Rate:8.27 in/hr**Rawls rate classification for HSG A b Bottom area = Stone surface area c LB (Single) includes 12 existing leaching basins to remain LB = leaching basin LG = leaching galley Basin Volume Leaching Basin - Single Provided 4,283 c.f. Leaching Basin - Double Provided 7,080 c.f. Leaching Basin - Triple Provided 9,773 c.f. Leaching Galley (2)804 c.f. Leaching Galley (3)2,466 c.f. Leaching Galley (4)5,293 c.f. Leaching Galley (5)4,318 c.f. Rain Garden 1,197 c.f. Total Recharge Volume Provided:35,214 c.f. Adjusted Required Recharge Volume:7,820 c.f. Recharge Volume Summary Number of Systemsc Provided Recharge Volume (Cubic Feet) and Drawdown Times Type of Infiltration System \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_Recharge Drawdown Calculations Project Name:Proj. No.:14170.00 Project Location:Date: 10/31/2023 Calculated by: LLB Total Impervious Area =9.70 Acres Required: Required Volume (c.f.) Water Quality Volume 35,211 Provided: LB (Single)329 13*4,283 LB (Double)1,011 7 7,080 LB (Triple)1,113 5 5,564 LB (Triple)1,403 3 4,208 LG (2)201 4 804 LG (3)274 9 2,466 LG (4)353 15 5,293 LG (5)432 10 4,318 Rain Garden 1,197 1 1,197 35,214 * includes 12 existing leaching basins to remain Cumulative Volume Treated Type of Infiltration System Quanitity in Project Total Storage Capacity (c.f.) Water Quality Volume Calculations Millstone Road Improvements Brewster, MA Runoff Depth to be Treated (in.) 1 Storage Capacity (c.f.) \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_Water Quality Volume TSS Removal Calculation Worksheet Project Name:Millstone Rd Improvements Sheet:1 of 3 Project Number:14170.00 Date:27-Oct-2023 Location:Brewster, MA Computed by:LLB Discharge Point:Various Checked by: Drainage Area(s):Various A B C D E BMP* TSS Removal Rate* Starting TSS Load**Amount Removed (C*D) Remaining Load (D- E) Rain Garden 90% 1.00 0.90 0.10 0% 0.10 0.00 0.10 0% 0.10 0.00 0.10 0% 0.10 0.00 0.10 0% 0.10 0.00 0.10 Treatment Train TSS Removal =90% * BMP and TSS Removal Rate Values from the MassDEP Stormwater Handbook Vol. 1. ** Equals remaining load from previous BMP (E) VHB, Inc.. 101 Walnut Street Post Office Box 9151 Watertown, MA 02471 P 617.924.1770 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\TSS Removal Worksheet_ TSS Removal Calculation Worksheet Project Name:Millstone Rd Improvements Sheet:2 of 3 Project Number:14170.00 Date:17-Aug-2023 Location:Brewster, MA Computed by:MEB Discharge Point:Various Checked by:LLB Drainage Area(s):Various 1. Pre-Treatment prior to Infiltration BMP* TSS Removal Rate* Starting TSS Load**Amount Removed (C*D) Remaining Load (D-E) Deep Sump and Hooded Catch Basin 25% 100% 25% 75% 0% 75% 0% 75% 0% 75% 0% 75% 25% 2. Total TSS Removal including Pretreatment 1. BMP* TSS Removal Rate* Starting TSS Load**Amount Removed (C*D) Remaining Load (D-E) Leaching Catch Basin 80% 100% 80% 20% 0% 20% 0% 20% 0% 20% 0% 20% 0% 20% 0% 20% Treatment Train TSS Removal =80% Pre-Treatment TSS Removal = * BMP and TSS Removal Rate Values from the MassDEP Stormwater Handbook Vol. 1. ** Equals remaining load from previous BMP 101 Walnut Street Post Office Box 9151 Watertown, MA 02471 P 617.924.1770 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\TSS Removal Worksheet_ TSS Removal Calculation Worksheet Project Name:Millstone Rd Improvements Sheet:3 of 3 Project Number:14170.00 Date:17-Aug-2023 Location:Brewster, MA Computed by:MEB Discharge Point:Various Checked by:LLB Drainage Area(s):Various 1. Pre-Treatment prior to Infiltration BMP* TSS Removal Rate* Starting TSS Load**Amount Removed (C*D) Remaining Load (D-E) Deep Sump and Hooded Catch Basin 25% 100% 25% 75% 0% 75% 0% 75% 0% 75% 0% 75% 25% 2. Total TSS Removal including Pretreatment 1. BMP* TSS Removal Rate* Starting TSS Load**Amount Removed (C*D) Remaining Load (D-E) Subsurface Infiltration Structure 80% 100% 80% 20% 0% 20% 0% 20% 0% 20% 0% 20% 0% 20% 0% 20% Treatment Train TSS Removal =80% Pre-Treatment TSS Removal = * BMP and TSS Removal Rate Values from the MassDEP Stormwater Handbook Vol. 1. ** Equals remaining load from previous BMP (E) 101 Walnut Street Post Office Box 9151 Watertown, MA 02471 P 617.924.1770 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\TSS Removal Worksheet_ \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\14170.00 - Stormwater Memo.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 Attachment D Operation and Maintenance/Long-Term Pollution Prevention Plan ◼ Page | 1 Millstone Road Improvement Project Stormwater Management System Operation and Maintenance Plan (O&M) and Long Term Pollution Prevention Plan (LTPPP) October 2023 This Stormwater Management System Operation and Maintenance (O&M) Plan provides for the inspection and maintenance of structural Best Management Practices (BMPs) and for measures to prevent pollution associated with the Millstone Road Improvement Project in the Town of Brewster. This document has been prepared in accordance with the requirements of the Stormwater Regulations included in the Massachusetts Wetlands Protection Act Regulations (310 CMR 10). Responsible Party The Town of Brewster will be responsible for the maintenance of the roadway facilities and associated stormwater management features, in accordance with Town standards. Questions or concerns regarding maintenance activities may also be addressed to Town of Brewster: Town of Brewster 201 Run Hill Road Brewster, MA 02631 Phone: (508) 896-3212 Maintenance Measures The stormwater management system covered by this Operation and Maintenance Plan consists of the following components: · Catch Basins · Gutter Inlets · Leaching Basins · Leaching Galleys · Rain Garden Page | 2 Maintenance of these components will be conducted in accordance with Town of Brewster standard maintenance practices, as noted in the attached Operation and Maintenance table summarizing the pertinent inspection and maintenance activities. If inspection indicates the need for major repairs of structural surfaces, the inspector should contact the Town of Brewster to initiate procedures to effect repairs in accordance with Town of Brewster standard construction practices. Practices for Long Term Pollution Prevention In general, long term pollution prevention and related maintenance activities will be conducted consistent with Town of Brewster’s NPDES Stormwater MS4 Permit. For the facilities covered by this Operation and Maintenance Plan, long term pollution prevention includes the following measures: Routine Inspection and Maintenance of Stormwater BMPs The Town of Brewster will conduct inspection and maintenance of the stormwater management practices in accordance with the information in Table 1. Spill Prevention and Response In the event of a release of oil or hazardous materials such as fuels, oils, or chemical materials onto the ground or other areas that could reasonably be expected to discharge to surface or groundwater, reportable quantities will immediately be reported to the applicable Federal, State, and local agencies as required by law. Reportable quantities of chemical, fuels, or oils are established under the Clean Water Act and enforced through DEP. Applicable containment and cleanup procedures will be performed immediately. Impacted material collected during the response must be removed promptly and disposed of in accordance with Federal, State, and local requirements. A licensed emergency response contractor may be required to assist in cleanup of releases depending on the amount of the release and the ability of the responsible party to perform the required response. Snow and Ice Management Snow and Ice Management shall be conducted according to standard Town of Brewster standard practices. Stockpiling and disposal of snow or ice removed from highways and streets located outside of a Zone II that contains sodium chloride, chemically treated abrasives or other chemicals used for snow and ice removal is prohibited within Zones I and II of the Town’s Groundwater Protection District in accordance with the Town of Brewster Water Quality Protection Bylaw. Prohibition of Illicit Discharges The DEP Stormwater Management Standards prohibit illicit discharges to the storm water management system. Illicit discharges are discharges that do not entirely consist of stormwater, except for certain specified non-stormwater discharges. Page | 3 Discharges from the following activities are not considered illicit discharges: firefighting foundation drains water line flushing footing drains landscape irrigation individual resident car washing uncontaminated groundwater flows from riparian habitats and wetlands potable water sources dechlorinated water from swimming pools water used to clean residential buildings without detergents water used for street washing air conditioning condensation There are no known or proposed illicit connections associated with this project. If a potential illicit discharge to the facilities covered by this plan is detected (e.g., dry weather flows at any pipe outlet, evidence of contamination of surface water discharge by non-stormwater sources), the Town of Brewster shall be notified for assistance in determining the nature and source of the discharge, and for resolution through the Town’s IDDE program. Table 1: Best Management Practices: Operation & Maintenance Measures Best Management Practice Sweep Mow Inspect Clean Repair Street Sweeping Annually NA NA NA NA Catch Basins NA NA Annually ANI* ANI Gutter Inlets NA NA Annually ANI ANI Leaching Basins NA NA Annually ANI ANI Leaching Galleys NA NA Annually ANI ANI Rain Garden NA ANI Annually ANI ANI NA = Not Applicable ANI = As needed based on inspection * = Remove sediment when catch basin sump is 50% full \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 Attachment E Existing Stormwater Infrastructure Markups Sheet #Catch Basins Leach Pits 8 4 7 9 4 4 10 5 4 11 6 2 12 0 0 13 2 2 14 3 4 15 2 2 16 3 3 17 4 4 18 1 1 19 0 0 Total 34 33 Existing Conditions Drainage Infrastructure Review Millstone Road 11/1/2023 A STA r, STq TI 5 iA7Tn�. 13( 10"Locusts 3¢IS ATFTOryFIW - AD O ._ ,.. H7G AY �E UALS ll II 1 j '2[11 _ _ ROUTE 64 r L r ^• l S.O • Db • 77 • - • inc m WOOD POST 51 5 •24"Ook •30"Ook •22'0ok v Vc •03112 `,r A' er•1 5. f;7 JONATHAN B. & DARIA THYNG ASSESSORS' PURITAN DRIVE DEED MAP/PARCEL: 101/57 600K/PAGE; 8107/171 /2 p'ne• 14 P,ne • d2" ` .1,, 0o1. 2Pi'� 3)70"ook t6"Pine • • 1 20x_ '-y `r•'1 7 HEDGES tom 7' .S..tt �.l_,•+. .. �_ 7 k U-� I •(2)10 Oak '7,7aLTY41 '"' 1 "12"Holly rg a <I AI T 12"oak OF k )-EgR4p 203 1' � & Ohers i2.P neY 1E�GJ OF CLEARING •16"Pine • �. .- .400 4 FOR PROFILE SEE SHEET 20 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 08 OF 123 •22' ADSESSORSMkCS ONARCgNf P7PEMF'( RAgy'Jt; •14'p Oo4 EEO 8p0K/p YPIVe fOq�O 0 NOT HINGE ne •18 0°4 E R2C;1 ,f5 PIPES NoTRI SB7 of OMH(Loq 4t) „2. \ S' i i, 0O4 E (3 PT�96g\ 6 `'EF �. 72 44 ,)fp Oa4 �— (Tyre. ,, p �4 Oc ',..-- T 2 0°4 • ` ,•` \ �� '16 095 D O�4 0 701 • EA ',. N 1;Locust un •(4)10"Locust n 2'LocuS,t J,, '12'Locust OMt1(LEACHING) �1 •12"Pine 1, ,4"Locust \ / •12'Locust R 49.9E l � PIPE NOT VISIBLE \ Y �\ GocF •12'Lotust N/F DMH(LEACHING '\ �12"Locust " 4+ - cRpy� •I6'Locust ABIGAIL S. GARGANI%0 NISIBLE \ - r ) n • ).'t. ,RIVE 45 MILLSTONE ROAD NOT • 72"Locust! • l -BILc (RAIL ASSESSORS MAP/PARCEL: 101/75 1'\PES ii 2c \▪ • "FLp ,Rr'GcWPI K' AGE: 27169/203 H LEACHING) 1D"Locust � DEED BOOK/P DM ( R�49 A NO � 7U- v1 -ICL« 2-- ' `,„4. •70'Locust i•••. •12"Locust o 22'Ook 1=45.9tC6� ,� G • •(2)1;Locus\ ' � rr co -Locust 145.81 2)11 0 \';'-'-'-'.,\"‘(s1 ' PRa .i \` , •18"004 •12"Oak - ��1 BOULDERS 14"Locui\ y /c( • Z` 3 ,. , ,WALL�:i \ ID'�ocust<I 9"Chars r o1D';Locust me (3�T "Oak }, � t' Y •14"Oak c$' • POST f0 4n POSY r GEC OF ElE 12"O.k GRA,EL L. OLEAR/ry0 T. 1141 I. L ., �. l I • ,op,VE ; l i_D' ,oOS1 z _ FENCE . -" U VSTOP . 1'MB,Y I .T •12-Ceder .�: "SPEED LIMIT 2• —_ _ )STOP 1 EADRIT BERM PI' .,P-.0t4 I BIKz SAIL' 5.41 — -1 — — '7+09.68 N/F PEARL K. & ALAN G. SIEGAL CO -TRUSTEES / SIEGAL FAMILY TR 8 WHITE SWALLOW CARTWAY ASSESSORS' MAP/PARCEL: 101/76 DEED BOOK/PAGE: 23314/258 • 1 D"Cherry • 12"Cherry .10 -Cherry .10 -Cherry .10 -Cherry •10"Mopte N REALTY LLC Kyg MILLSTONE ARRCEL' 1C AS OSESSOB OK/P ' 30770/ DEED A E r, 12"Locust 12"Lh rr _Y__ 2 C . "DGE OF CLEARING , "F"-'TMILESTONE ROAD PC+2516 126 205 ,E 206 207 209 �L•77-- — ���--- —CY 1 plyN wev. ur WlpFJ_ 12�H —y+ 16a�-p— _[PC =12� �� -, _d ryl ._ 'I��CF F AVc TF,N I_ _ _...___ It `� i _ BIT 4'RON ' / Cw c ;12 r Y Y } f r'' r '/. .ter ') G M8 -Pine BIKEyTRA _ 12"rP a � 2 10"Lowst 10"A7�o Ie l^ r � 12"Ook• 1'_ - o r10'Pme o- .42).f Oek--,1 '.• 1 �• 14'�he�iy i •24('Oo2 14"Pine o ' 4 tot t • u 14"Locust_. i r METAC PrQsF�t 22"Ook - WOOD POST • X .14"Oak -/ •14"Oak •\ ' w000 POSTS „-WOOD POST WITH WATER SPIGOT •(2)14 "Cedar WOOD POST i •'CIA i'�il qr�. F ,D I f_ I �� 'HEDGES E cc - 120 00'1(1i:1871 PIPE NOT 9SIBLE GB R:48.31 1:45 71 A 1=45.11 8 1.45.21 0 aBGB fIEL �? • _' LES :10"Pine \ BENTON W3p OEMA JSTR4 ARCEl: p 2 RS M 783p1 /PAGE 086 ASSESSO K 9 / DEED gp0 0 0uk • 10"Pine • (2)12:Pine 10 -Locust (4) BOULDERS \ 010 -Pine • 4 (f 1 27 u t Al 1 ' K)1;Locust •12"Locust - .1? -Lo'cus't M4" ocUst'.1S Lo ust — e 1 •14 locust --$ ) • r 10"Locust .12"Locust •11"P'ne. M 18 Locust . - ^ - �W000 12 Locust t6"locust. GARDEN �� KOC 10" Locust•• _ _ •10"Locust '10"Locust •12"Locust 10"Locust '12 Locust 10"Locust 10°C�dar (2)12"Locust 14"Cedar• 0"Locust 14"Ce o 14"LoWst r 10"Locust • 16 Cherry "16"Cedo( .18;01,10r •10'Locust 10'Cedar' V i00 Dek - SPEED -11-Pine N/F \ MICHAEL REVERUZZI 0 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 101/23 DEED BOOK/PAGE: 2925/92 10 -Locust • FOR PROFILE SEE SHEET 20 0 14170.00_HD)GE N).D W G TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 09 OF 123 CLEAR/NC 210 -0 401 PONDN/F REALTY LLC 99 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 101/78 DEED BOOK/PACE: .30170/137 l _ • 120 '6.:. , qt Pp^.D 'K WP L 4"Pir1@ • 24^pin . • j : r` 4 EAr orr 1- +55.44 211 -i- �T +85.2 N/F ANTHONY 0. & KATHLEEN A. DELISLE 133 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 101/79 DEED BOOK/PAGE: 31040/266 / ED t0' / T1-0. (6)CONC`POST5 119 212 c4 or all_ -4-y '-- -\ GARDEN , WOOD POST -R"'' ,. .18'Poplar '1E0 '4., 30"MoDIel „30"Maple •1, ,sc4 @ 7�1 9 ,, NG A N/F MICHAEL A. & LINDA A. REVERUZZI 108 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 101/21 DEED BOOK/PACE: 1507/575 .24"Cherrl4 BIT APR.9 IGRAVEL DP'.0 N/F DONALD W. MCNICHOL TRUSTEE DONALD W. MCNICHOL REVOC TR 139 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 101/80 DEED BOOK/PAGE: 26375/83 10 -Pine . 10"Pine •13"Pine •14"Pine ! .14'Pine •11"Oak. .(2 10"Oak ' • 12"Pine - 2• • e. BO_• .22"001, .10"Pine .E.• .11"Dak q ..T1-1,4 , Ivt`_W00D p04'k EDGE OF C_EARN�` 24 "Oak. ' 71 ,6"r. k ./..).•1,I,, /._ QF CLEARING L • LIAM< - - - .. , r } I . r ML.3), 213 M I LIASZE ROAD' 1 1 I • -.- O HI.2.5- •20"Birch •20"Cherry N/F JOHN A. R. REVERUZZI 118 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 101/20 DEED BOOK/PAGE: 18727/056 .24"Cherry N/F PAUL F. MULLIN 159 MILLSTONE ROAD 0.550125' MAP/PARCEL: 101/100 'EEO BOOK/PAGE: 26314/34 R=81.2, ce LAWN 'I RA.EL` 10"Pine i +' FF..r STOP' r 1 J'Oak I GARDEN/ I 20'.Oaki 7� - � O ' ak 12 Oak _ nc i- - 811 PRON BI_- BERM , 216 Y - __e_ - -&-�ah9' •- \ Y� 17 • 217 .21"Oak E. 5' 'RIVE )BOULDER f8"Pine •18"0a 9"00k 11/0 TODD L & JANE F. SCHOFIELD 179 MILLSTONE ROAD ASSESSORS'DEED BOOK/PAGE: 8204/08366 U� ▪ g1 0ok BOULDER W• • 14 '' .. (9JJak EDGE OF U F T :PRO. • %O__ t - I r MBX ['1 ' L_(, a 16 Sp uce. 9"p",:,‘,• 7 )'M8X , •14-5ruce 1 '. F' T DRIVE j Q 1 , L ,VE 7. 7 __ _ E� . i GR4.5,. 4 •14"Pine 14"Oak e EDGE OF CLEARING CB R=815t) 1=77.9f�8) GB 1:78.2± At 1=77 7t�B� N/F CHERYL DEMETRAS 162 MILLSTONE ROAD ASSESSORS' MAP/PARCEL 101/18 DEED BOOK/PAGE: 8954/200 EDGE OF I CLEARING -0 . BIT -A-PRON�� ;RA .00 RIVE i2 -Pine 12"Oak. .12"Dak 118-- i EDGE OF CLEARING . � .il"Pine 24"Oak . 11"Ook • 1_ a _ 215 0 S o MBX . (2)10"08k .E ryR r • r •, - 1w'_'F /TALKo �_�)10 -- rch � 9"Oak .y ED •E OF CLEARING .00GE OF CLEARING' ` "----` 9 M�PL i HEDGES HEDGES L . r •18.Oak N/F DAVID F. NEVERS 193 MILLSTONE ROAD ASSESSORS' 100/67 DEED BOOK/PAGE/ 29078/133 •12"Ook N/F VARIOUS 130 & 140 MILLSTONE ROAD ASSESSORS'DEED BOOK/PAGER 101/19 VARIOUS BOULDER • • D'"VE 10`0akEDGE • 9"Pine* • -1 - c.'�_ OaRBOULgERI � �1�sHE (2), .I . � T .ipRON`- F�iT F1 �PO, IT 1PRON _ - _- PRC+79.920218 _ -}2 -4-- 0-- .9"9le 'tl"Oak -1 0 "Tne (229 Oak 14"Oak 10"V' •12"0dk (2)M81t<L N/F RICHARD F. CHIPMAN 174 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 100/65 CERTIFICATE #- 155763 9"Pine• • 1/"Pine 219 _- 4)STONE POSTS-: -. �_._ 'P•,. (2)10"Oak •>/ F N/F CHRISTOPHER E. & CATTY DUDZIK 188 MILLSTONE ROAD ASSES CERTIFICATE #:81 100/64 95739 11"Oak • ^� .11"Cedar }%I, - I,0: N/F FERNANDOJ. & SL ROAD SH J. EILA 203 ASSESSORS' BOOK/PAGE: 29633/9268 SHELL `Oak CB(LEACH:NG, ` r -86.7t NAL. -, GARDEN • (8)BOULDERS G MBX' 1 ' : MB%- 1 0 - 1 22_o-_ MILLSTONE ROAD SGF _F AF i .T (TOWN WAY -40' WIDE) _ MBX -12)1 J2- "Oak 9�Oak GARDEN '�� 2 BOULDERS{5 Oak1 - GARDEN 0.p./7,2;e001, "Pine 18"Oak• ( ) r '1 - 1ePine• 12 Pine _ 24"Oak X11"Pine ` 9"OoJ . •.18"Oak 1 N/F PAUL F. MULLINOAD 159 MILLSTONE 100 ASSD ED 600K/PAGE: 26314/34 13”0.5 CB 10"P'ne R=81.2, 1 • 10-0* 1-77.4+_ 4'n 1 •, q =-� 10"Pine `10 P' J 3•Oak J '1 GARDEN 2 STPeE 1, 961 J;A. •.S '_ - .9:41</k ‘; �iN-YS MBX 216 . -5 i.-'7,:. '-7 o.. '-1 16"S -----r'h -r 1< 'RIVE 1 .'11"0.k . A r RIVE I, EDGE OF CB CLEARING R=81.31 1=77,3± R=81.53 != 77.9±(A ) I=77.9,(7) FOR PROFILE SEE SHEET 21 .14"Pine A re N/F KEVIN P. & NANCY D. FITZGIBBONS 213 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 100/69 DEED BOOK/PACE: 11682/066 DMH(LEACHINC) PIPE nl0 R VI8SIBLE.91 ENCE GB ‘.=+37.3 I=83.71 EDGE '":',.<,o_ ' r CLEAR! :P VE o i w6"Oak • !GARDEN - GARDEN 14 f -"Oa1c- a _i W10ak P in 00 109 I+54.02222 _ 'ii + -�- PRC +37.55 - IT] ox BOLDER 16"Pine CB R=86.91 1=84.71, =67.6± PIPE NO 7 VISIBLE N/F BRUCE H MILLSTONEROAD ET AL 200 ASSESSORS' MAP/PARCEL: 100/63 CERTIFICATE 9: 91848 221 (3?430U ERS ( LQV 4"Oa4 i `-GARDEN r-. BUSH N/F ANN M. EKSTROM 212 MILLSTONE ROAD ASSES CERTIFICATE #AR 100/62 202539 FOR PROFILE SEE SHEET 21 -�-1D-a nF_11'I F ARR.IGr -� .11 "Oak F )! (3)Rhododendror TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 10 OF 123 N/F NANCY J. WHITTON TRUSTEE 229 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 100/70 DEED BOOK/PAGE: 17835/011 N/F DANIELLE NET11.ROAD 239 MILLSTONE ASSESSORS' MAP/PARCEL: 100/71 DEED BOOK/PAGE: 29956/217 0"Ook N/F RAYMOND C. & VIOLET E. GIANETTI 259 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 100/73 DEED BOOK/PAGE: 3734/41 10 -Oak I 16"Oak • •22"Plne (2)9"Ook • q DEED BDOK/PACE 2C g S1/ 74 Rhodo C.2):1 n n ^ 14 Pine 16 Oak c en • 10'00 i9"Ook A BOULDERS 1' - - _ _-- EDGE OF t k B"Ook to Pine F CL AR N 7q• CLEARING 20"Oak > •Ile I _� _. EDGE Q i irk !EDGE OF CLEARING /4"0„,, .1 �"".17 y"^ail let .' •� ti r�-� ^l R (2)BOULDERS BO,.UyLDER 104 GAROEM •10"Oak {2)ri "Oak i BOU!<�E pRl`!E O - 12"Oak 9"Oa M X L T _. - I APRON B.9"Oak '(2)BOULDERS- ')RIVE 8 Oa - - - - ,__225 �_ -p - 1ppa kMBX 7 lr �2fitSr,, 12' 8 WOOb ! -_ ___.f91T PEP`.: i_ 18 Pte 1 r -- 12 rr �,� {rnu rL-- [I-54.02222 + 228 Fr 54.02222 108 WAY _40•WI11fl) - I t fi _ -•^-Y���- ITOWN .__ .. 10"Ook . -,aE .nr PUAL DR �; 95 9"Ook Ir -Pp B,-/^.PRr^T - ' ,.r•~-,�. - I �- ._.f:,� }tiD�f�Y -�.-!� . 10"Oak • f 18"Fine• t rfAy r pc I F RING . W"Oak rr } _ {. 1 Oak •16 etlar ( _4 c� A - c� tD 1" 1 - R EB6€ OF �LCP 9ITIG ' �AVELI •20'008 (' ,IN 8U51 -h W DER r )B A o �' (L:DULDERS "' Y 4:3--223 �ro ✓ E OF PAV t ,` _ - - `!"0°A -)."\.i -4JC€ Ook� r J-( 801 .(2) •Oak 11 Pine J , on 1 I " 11 I 1 BUSH 14 0: 4k F y ) 11"Oak." BpULDER4 \ " BOLDER ')11"Dak (3)Rhododendron N/8 WILFRED L. & LORRAINE GALLANT 224 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 100/61 DEED BOOK/PAGE: 352/96 1/"Ook ( .MBX _ •C cOULDER. • g"008.• 1 , 'BOULDER. i 8. B 2"Pie •�UW e �U C8 - R_g3,7i- N/F PIPE NORNSBLE PATRICIA GALLANT 234 MILLSTONE ROAD 00 ASSESSORS 74L595 CERTIFICATE k \ABX N/F PAUL F. & DOROTHY RION D URY 249 ' MAP/ A CEL: 100/72 ASSESSORS PAGE: 28236/207 DEED BOOK/ (3)BquIDERs 7 ;-p r_, i, ; PVC VENT 7 �g"Pine t 1 77% 14/F STRAUGHN 305606 JAMES STRAUGHN & DEBORAH JEANNE DRIVE 6 BLUEBERRY POND ASSESSOR' M8P/PARjj6556 0/59 CERTIFICATE i ' O r y 10"0081, I • 10"iok / •10 Dak 219" fB .30^008 ER •14"O0k 10 "Doh •10"008 16'Dd9 �iEDGE OF CLEAR11yG (2)1.77„,, •(2)10»4 v Pine e• 8460550 N/F ASBEs,a BERRY p* M4S1 ) CfRTlP1CAT£A 989410 2a ! FOR PROFILE SEE SHEET 22 w 3 20 iw NOL .(3)9"Biroh N/F WILLIAM H. & DOLORES C. DEITZ ,, r. FOCI & ICE. SHARON E. CRIVELLAftO 327 MILLSTONE 11 ANAWAN ROAD 1 DMH(LEACHING) 6 ANAWAN ROAD 315 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 100/75 Rhododendron 1 ❑ X LPL R=102.01 ASSESSORS' MAP/PARCEL: 100/111 DEED BOOK/PAGE, DEED BOOK/PAGE: 9852/159 [" •,\ ,� •12"Oak. /PAGE 21200/102 1=97.91 DEED BOOK/PAGE: 30821/68 9 102. ACHING} ft B.8±(1 - 1 74 1=98.61(6) R=102.21 (( )) RI PIPE NOT 997855 1=98.41 B 1l`T ' 1=98.31 C rr'` -) 1 J RB 101.71 (2 �-ak 1 ti�GPA V¢I . �4 BOULDERS 'f 1=98.71(A) .9"Q ak •10"Oak 7 C7�ARING 10'008 • y II s) •12 Oak =98.51(6) : EDGE OF ,-;-.9e▪ "07,_••• •16- Oak C e (21 �0 Ook DGE OF I=97.61 C (2)9"Oak• •10" ak (3)10'Oak r. � 14 Pine r GARDEN �2"Ook CLEARING BOULDER •11"Oak •9"Oak r 10'gk 1 I •11"Pine •10"Oak i 2 a '(3)14"Oak •9"Ook � 11"Oak • )-„1QOok 10 9 Oak � k �9"Oak Pine 10"Pine• •14"Pine 10"Pine d0'Oak 11'Oak • -00"O0k BOULDER 12"Pine • 9"Ook • �+"Oak •10"Oak / •9"Cherry ; BOULDER` I 1MlTX -��� •9"Pine •12 O ,,, j 1 - - 10 -Oak ' 9"Pine• .,,. _32-�-(A � ��9"Oak EDGE OF CLI: AtjING r-, ' ". _ � r \ MBX . -' r' '^ -• -� -t � MULCH 311 h1"Ook .15"Pine (2)72'Pine -_ ").111, _ __. AREn RIVE 1"P e ._ 1NAWa;v i;0.07::::( =;;� t FnrE O�CLEJwn1C I _-229 I 230 100 -?o- 9 J_ - - N ROB228 1 I _ r• _ -+- - --� -9582-- - _ _ BOULDEFr qT ;-_ -- {t 1 te 1_y 760a EDGE OF �PRONi"t '9"aki 9 Oak p kS �P - -•11 _a � ED o, 0 •- .90t^ILDER k 012"Oak 10"Ook • � - - -- - _ � r- • /^( {` 1 7/..Uils � _ �_ _ MBXt . . . - w\C'v k T �11"O0k k -.. • _ -7(41 - _ 1 �, oK � CLE%R1NG • 1• I! ) 15 Ook- LAWN 41"Pine BOULDE 8"Oak ,14"Oak - ,-_ •20"0o4, BIT 1 V ,f -.. 1.._. _ _ -i ) t\ /j '�^ i'•" �;RA: •10"P'me BIT OF 6LEARIR(2)BOULDERS •10"Oak \ / (2)9-0.k, tr�^P ne o DR _ n _ •14"Pine 1 Ook'•.I1"Pine `(5)9„Cypress c1 "Pine rl6"Pine Oak y T(2) CD --a_ rl .12"Oak A.'1 OULDER 91"Pine 14- � 12�O0k (41"Cherry (2)10'008 • r14"Pine 10rPine •16"Oak - (2)12"Pine . +14"Pine - 20'�0k 0"Pine _ . c BDULOER •12"Pine 12"Pine / BDULDER •12"Oak Pr RA F2. 5 GB - 134/1H(LEACHING) CB EDGE OF CLEARING- � N/F 99.1±(6 R=105.31 7i. 105.21 -9916 (A � 1=101.31 1=101.61 N/F 18 Qok ANGELO & PAMELA MAST NANCY E. BROWN 9 BLUEBERRY POND DRIVE I_99.St(0 N/F N/F 328 MILLSTONE ROAp ASSESSORS' MAP/PARCEL 100/24 1=99.71(0 ASSESSORS' MAP/PARCEL: 100/20 CERTIFICATE 4- 188944 I N/F JOSEPH D. ONE R AD • TAMSON A. CARRAN CERTIFICATE q: 77792 298 MILLSTONE ROAD 314 MILLSTONE ROAD ROBERT L. RICHARDS �^, TRUSTEE ASSESSORS' MAP/PARCEL: 100/22 288 MILLSTONE ROAD CERTIFICATE 4 185545 ASSESSORS' MAP/PARCEL: 100/21 ASSESSORS' MAP/PARCEL: 100/23 CERTIFICATE : 133428 CERTIFICATE p: 211875 FOR PROFILE SEE SHEET 22 N/F THOMAS & KEVIN STURTEVANT ASSESSORS' MAP/PARCEL: 100/112 DEED BOOK N/F HAND E. & ELIZABETH Z. EL-BAYEH ROAD ASSESSORS' MAP/PARCEL: 100/113 AGE: 12353/225 BOULDERI JEFFREY M. & gNDRq ASSESSORS' MgMILpSTpNvp E ROAD 8607 DEED BOOK/p GE R7 7; /9'/%'41' •{2)1crook i•SESSOR .i .11 f0NE ROAD �rvLU DEED BOOK / AP /p4RCEL: 100/114 GE: 17509/284 •12 0ok MULCH AREA -- USX — MILLSTONE ROAn 1PT 4122 rat 10"Oak • •20'O4; 20.848 �E I I 16',pok V i I I W w 0 __.110.1N C.8 R�i18.5% 116 0;. RAYMOND J & NA_ •12"Oak of• f' A OSEDSORS' MAP�ONE ROAD AVERS + 0.,e •22'Oak BOOK ARCEL: 0 ‘e:61-: 7 LS ., 9'Oak /PgOE 24405J2 4175 array 8, I`:� 111'008 v 1 :; C 12"Pike •11"pi Z GA 11" e c .12"008, \ ROEN o 'i ine 12)14"Oa17 -1- 1608k 8EN WILLIAM H. gr NIA ALIA M. OOUGHERTY ASSESSORSMMAPTUNE ROAD CERTIFICATE/#A 138541100'2 95 =EJ zyPC .54.85 BOULDERV •18"Oak (2515'00k +g1MoPle VC ANT -'.__,-� 70" 10" Y I , , T. �1 • ! Y v _t 1. " �^ 14"Pine 9"00k EDGE .OF CLEARING -- 10008 —' (5tlUULUtIRS� •11 ak --\ 11"Oak ) l4t'Oa1: 17"Ook \ 9"008. • (2)12"Oak 1 , !, d1"008 12"Ook ti . 1 , 0 ` 5�Oak •11"Oak 1;"Oak "q•l1 1 O01 034 r 'FPL 4"Ook I - •20"Qok II __ ;IT^PROr3, N/F \� MICHAEL D. BATTLES `1 369 MILLSTONE ROAD ASSESSORS' MAP/PARCEL, DEED 80OK/PAGE, 21961/55 1961loo/13e 136 5 5 •12"005 •lp"Ook- - - -- •10"Ook __ 236 94 �37- _ _0_ e-- +98.86 16"Ook •9"Pine M4RY ELLEN & N/F ASSESSORSM/LLSTgyf Rp LEPPERT GEED BOOK/pAM4Vp •5"Cherry / \ ' „1Ck ADE cc,yCE N/F JOHN B. & ELAINE M. DAVENPORT 6 SANDPIPER LANE AS5E55ORS' MAP/PARCEL: 100/1 215501 N/F MICHAEL BOHANE REALTY TRUST 409 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 99/61 DEED BOOK/PAGE: 24422/78 Rhododendron BIT DRIVE d2 Ook LP 10Oak .12"O0k •1600k '1 8 •20 0ek 93 ❑6B ",;BOULDER 14"00K. rc - CLEARING p ��OOk 10 008• 10"Oakes ie VTW"•f `;� 92 -.LGE • .10-0°8 - - ..^ 21:::9;f4-k-Peri -R0 • . :9"_Oak (3)10:..Z4-6,;1(-:7011 4/ 114,1 GAROEM1%" LAWN. ,�11"Oak Afi"Oak C.• /, 006 .14"Ook _•11."0,4o.1,00, •g"051 .1 HEDGES _v TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 11 OF 123 N/F J LEPPERT "g1}B9 M1L STONE CEL:D 99/60 ASSESSOgOOKXpGE R2g7g4/75 pEE0 6"Cherry •7"Cherry 11"O V 4 0"0011 .9"00 .14"Pine 12.008 .11'006 N/F JOSEPH A. DENT TRUSTEE 21 RED FAWN ROAD ASSESSORS' MAP/PARCEL: 99/62 DEED BOOK/PAGE: 29531/13 la 101.8* B 1c1008t(LI BOULDER .11"Pine O"Pine .11 -Pine 11"006 • • of PA': - _ �-..!'#' �0Ppok q0""006 PETE 38p M� ASSESCER4F T1I 0 REGONINI LLSTONE ROAU 99/58 MAP/PAR11E6312 rATE N CB 7049( 112"Pin: Ic 10i .09..IR I/ ;HORSESHOE PIT - CB IRi1049t ( 102.011;15,1 11"oak(• • 1 (LI if (2)10"008 .11"Ook 1— •9"Deb i, \ 13 / 10 Oak 14"Pine <r, 191.1 11 00k • i1� Ook - 11 \70"008 y h k CF Op I 12 Pine , Zc� 17"Pine 20"Pine •" - �- M gee 10"Oak 9"Pine 1 - //B0�-LO \ •10"Oak •,6 -Pine r •10"Oek BX RI'Y � I 1( P � 13"Oak � (7141'O0k GRAB 1>, �l T� -..1{ _` G RD .14"Pine 91 _ I_�� ✓' .RAVEy� - _J. lU F CI E. ^Ir A — _ IYt 2 Oek max BIT '.PR _ _ 5 245 � o n MILLSTONE R _ +749 • 6a.22_ 240 Y 8.14 ML AD 87 —2 a z 90 • I 242 rtOWN WAV-SO�WID �_� I0x 2a7 BKPT +48.4 +70 's5 _ 1"1BX� i -..-7 Oak • �+89.00 �SG+ AVE RAE: 10130k 0"Oak -{-{EPQ't, WG Ck .."3c'•"" OF JOY C. JOHNSON T ASSESSOR MILLSTONE ROAp S' MAP/CARL CERTIFICA 7E pt 184952 9/57 � .,{VE I.Y. 1W 9D- , - W1 1 rna t \�T 1 / oi>\ y _ _ZG_ \ dH 2' -METAL a 0STS / BOULDER _ y '�12'Pine 9 Oek EDGE O CLEAR G 4"00_8 ;,RAVEL • SOUL •11"Oek - _ - — 1 c' Oak DER 12 -Pine — - - - g"0• k .9"Pine • VE "Ook' 16 P ne / 11 -Pine ` 24 Pine 12.008• +11"008 9"008 "s ❑ 2"F Ile 10'Dok Ih >1I 1 s`--12".RCE 6 91 FEN1,E N/F \BRMILL C. KANE 4OR MI�L0pOPARCNE EL: 599/49 \ ASSE CERR FICATE/B: 199955 \\ 12"008 11"Pme :13"Pine 06 -Pine - 78 17023f} N/F BOULDER MARYALICE SISCO (LIFE ESTATE) S ATG C/O ADAILFI EIRED0 RACHEL 16 PILGRIMS WAY ARCEL: 99150 ASSE CERSFICA E/0: 212628 11"Pine • __may •1 i 10 10100. — ' —., ` A i Kne Plotted on 12 -Oct -2023 1`L r r- TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 12 OF 123 HORSESHOE Plr (2)10"Ook ak '1j"004 (2)16•ook S1E�N & N/F 2 R MARY De BOOK/PA eAf 9 ,` (2)9.00k 12'Pine -.=9 ••Oa k _ :10"Pine r t `9' 004 i�"Pin e' •1p"Pine 4 f9CF O 10"Ook - --- ---� iRpvc 10"Ook 1: BOUI DER ! •11"Oak • �'9 Dak l6"Pine /.Y •9'. Oak 84 ,1•3m Pine • RrA 14" ine _r.— 12'00ok .`' _ P•14"Pine A / 247 .9-00k 11" CDfR // � ' `.. I'' f, / 1 9"0041 1~a 4_, HED 7ib ,e, i ,. CES ry4pina — t 6F ASSESSORS?CORMS K,AYN/CHI- CER -i'c4 7E ;AR8183199/36 r (airOak . 17 • Oak •9"ook Cr N/F MASSACHUSETTS COMMONWEALTH DEPT OF ENVIORMENTAL 0 NICKERSON STATE PARK ASSESDEED B OK/PAGE: 5418/157/7966. •940x 10"wok •9.004 •12"Pme DGE CLEARIIJC M0' (2)/10"004 (2)10"Ook 10"oak GARDEN ' ' N GARDEN 1' ! r - EATON VLG DEVELOPMENT CO 1 '9"OO NC ASSESSORS' MAP/PARCEL: 9/33 DEED BOOK/PAGE: N/A •12 Pine ' - 8T =� EDGE OF CLEARING f r }` -`• / • 82 "Q BOI.fLDER 249 O 59605 J —BOULpEQ ! =RA:_L 1 (.BOULDER -IVE I 5 'VF I` GARDEN 24"Oak !' BOULOE /7 ,� "-40"Ook N/F r.( DON A. & DEBORAH( A. CARDINAL 474 MILLSTONE ROAD ASSESSORS' MAP/PARCEL.: 99/35 DEED BOOK/PAGE: 20785/058 (2)9"O6k 10"Pine •10 -Pine (2)12 "Oak 11"Oak • \r+fit, • 1q"Pine k CLEARING .10"9�UL +p9R i - EDP.. /_ -'= -_ _ -- crook, N/F 91 09 ENV ORMENTAL MASSACHUSETTS COMMONWEALTH DE MGMT 0 NIKERSON PARK MAP/PARCEL:. 114/63/7966 ASSESSORS' PACE: 5416/157 DEED BOOK( i800109R (2)10"O0k 11"Pine • •20 Pine 10" pine '9"Oak , k + 1 1 :- , •20"Oak i :11"Pine 'sue PG +580 20 pok 1 ,- / -- 1n�Jr:: �F CLEA� /—'' -- -Q"': -':1 -,,,•--------, ,\0' (2)120L,,. EE • _ �� _ - r g^ook•' ( t PL - • ' 1 11"006 • 'BOULDER 79 !"L r.r,.. r - _,.0 0 •11"ook p,res N 22 ', ,+3257 _.....-1•"€'--- 2.5 ' O --sat pRIN" 10"Pme- --- __. '� 1 .EDGE . ,1^0Ok - .10 Ook 10 -Pine (7.)•C');5---- (279 pok 10 ook r -9 -EL r,E 255 „o � .(2111"Q0k �herf ARDEN ?nOdodendtc^ '2)9"°6, N/F pARTSNP DOE AN 1 LTD E0p 1HE�RLPARCEL 89/1 AS DEED BOOK/PAGE: NIA 9 -Oak C 'BOTILDER . T• 1 026"Pine 11"Pine11"Pine • ""Pine •12 -Pine 20"Oak• =9"0ok '24"Pine 254 O. 13"Oak 14'`"e ` 1q^Pine -_--tit"Ook l •20 Ook ,16"P1na ,F -CEEpR1N� r EDGE , • k n ( 79 �� OCF k ' \ +32.5_ - 20•13"Pine 2)12"Ook __-Y. Y�Y-0 9"Ook• - _ 80 il8"Pine `__- k.9 ERr }1� ` C D - _250 1 A i t3"Pine I•f EDGE OF CLEARING BIKE �ATi-" 1. .�. l.. •L. _l.�' ..f . _ ERM T - f. = i ' ' t EDGE 09 CLEARING 't F ,90ULDER BOULDER( •30'0o4 7�4"Oak _ 10� ine_ �I00ak 75 (2)9"0dk 12"Pine — O-- ,13"Pine. •9"Ook •10"Pine (2)11"Oak N/F ANTHONY & BETTY ALLEGRETTA 530 MILLSTONE ROAD ASSESSORS= MAP/PARCELI 99/4 DEED BOOK/PAGE: 5233/064 'BOULDER .9"Pine 12"Pine • "006 •14"09k 94104 VLG DEVELOPMENT CO 1NC 0 LUND FARM WAY 99 34 ASSE DEEDSBOOK/PAGEMAP/PARCS N/A / FOR PROFILE SEE SHEET 24 18"Pine 24"Pine r -y} G-10 9"Oak • ,p"Oak '0 tr•r•.-.y o _,5O . f :'004 `- •(2)9"Ook .. ` '" Ook �A EDGE O� rrp,gou',)o 97,��L 6 P`n `EA LOfR Pce+25. STONE ROAD" e . R/ 1 P, AR/A1 ��- (BMW-YAy.4pvy1DE1 - 1 `MBk BOULDER (SPRING ROCK'1 18"Gek• • •30'004 •(3)11"Ook 06E0 S BOOK/PA,E 732 9/ 9 3 256 12"ook • 110 10'004• 11�f \\ 5, 13 "Oo4 RhoydG° dj�n ' (.01^0oK —,`GARDEN -- .-._.R n o d o den dr an '"26"Pme BRf 0 BOok nq fA RcFt0 TRUST 1g884/0q/7 4 .10) •12'Pinene $9 -DER • = \ 2s, fDc OF -11 Wine '20•Ook P+k0 Boo (OER • FOR PROFILE SEE SHEET 24 72 f'In :10 Pin •11/Pno 16" )l r��B 61 r'z%'9 �� •�8^poO-,, 'PS �COFRs. 1- 2}9 (211 OC - 1f 1 , 10 ,,k• 100;k• -, Ian U YE 40"Oa b - LPL,- - A �y+4y1 \ 'i gush .11"Oak N/F MICHEAL F. & HEIDI M. BELCOURT 4 FERN LANE ASSESSORS' MAP/PARCEL: 99/78 DEED BOOK/PACE: 28709/113 (3)Rhododendron N/F BRIAN R. & DONNA S. MURPHY 611 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 98/22 DEED BOOK/PAGE: 19334/238 1 <(2)j5"Q0k • , \� . % a 4 Pine I . _ 10" 10 ;Pine 100ak1 14 �ak " nt 1 �' ! S1 � v' 11"Pine • • g Plne 11"00k • •20"Pine 9 P 1 11,2;11 2 Dak 16"P t ' E 12'Pi7,10e • 10 Pme A _ k (2)11 Ook • •14"Pine 00 -pine I 1 -. . 2)71'Oo ^12^pine •(2)11^Pine `'. i C. 12"Ook •12 Oak •t0"0 • 0 12"Ook - - - •12"Pne 7 I gam. �0^P `1 •RIVE .(2)10 ak o10"Pine J - 1 .Ook r _ 15"Onk �:�P'ne 'j GIB Pine _ _ 9 Oakp 1g"Pln X2`12" ak 11"me •18"P' •16."' - - - _ 20 Dak ✓ rED�E OF CLFrA{�N L ��, i 9 nee 10'Pine • ne •12"P1ne 2)13'Ook ='031r' GARDEN •14"Oak , EDGE OF, CLEARING rd: i•Pi 1 EDGE OF CLEARING •(, 1 t ., J ♦ 1 _ - - _.� 9 'ak 'f 9 J ' 1..,9/7T" ---:,,,7:: f 5�r f - t '� •., A .' } ,_ _. - - .. I r. &Tki. =t a..�<'..--4 1 7 ' - ,_pFe - - . HEDGES • HEDGES - MBR ." 811 ;.,gON\ fl' - - -- - !O , ., . .:. }-.t.j. ' f ..J SIT BE?•AI_- v',. 89 +30.19 68 - PT+fi1.77_ 258 - - -- +03.t51?,t 7p_ _- --1.62:1-: 6L $ -� -_-� y- 257 �'- I- -¢ - I -72 -=-----C------- _______. -=-i= �� -� -o- - l' -- PC +51.93 O� �� -- 259 (_ _ " -- .rte__ - _- _11-:(3);(75:-.:DsTs _' ,f 8 -N ----11 '-- i 1 -2� T( r)8 � -y- , Ty ,t Y_ ry _� Y ._ r \ GARDEN DRR�. MBX BOULOERI ` 5)1�••.:ap1 • r J \ MB _ (2 O . RS 1 SO WDE CT / 5� D '� r } � MB BIT 7PROh WOODePOSJ , 'c?i" 7-(-1 , i r `OFD , / '. I G.4R- _ ...r.,._ '-' CL .-0"ook � BOULDER EOC;E r lE � '''� Z' J l - 17 Pme I "l TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 13 OF 123 N/F L'HEUREUX GERARO/ETAL TRUSTEES THE L'HEUREUX REALTY TRUST 0 MILLSTONE ROAD AO ED BOOK/PAGE: 21730/923 .12'Pine ' t'' _1 - _ _ _ l Y ' 1 - . ___,-_)----c C: tt"Pine B _ - -- - - - - ,� p .w- c^ - ( I 1 - BI 1 dk 2 BOULDERS 'RAVEL 10"1 •(2)70 Oak 4' "I S.pL 2 'Bt7ULDER ^BOULDER 110 9 O _ l I 2)13'Ook I. �•pIVE j l` O ur �a9'P'ne ) 12"bok • t' _ •( ;,�� *�'_ rook •14"A 0e GARDEN I0 •12"Cok •rd °"Oak I •..ARDENS / �,(2)BOULDERS 48"Pine •10'Oak )(2)11 006P(- / :IT ,WOOD FOS; 10'Ookl' V ' I GARDEN ( _ I • 'O 9"0 k r 1-=' 4', ID 0 k• J2'Oak. [`RIVE o j I (0 I '�Ook. :--5"Oak p ' ` ' :14"Pink 010^'10' (MOULDERS ANTH ) M11-EMPp pR5233/64 NI -315001k /p AGE oc£D 1D"Ook• 0 "Pine' " Pine )0"Pme / -- k r t"Pn` 2)Rhododendron • GARDEN r18"Pine / J '- vj 10"006 • BIT �� � 1 �� -,(2)10 _ T •9"OOk 12 16-00" • ' •19 0o ' _ •(2)T4 . •10Pine 18"Pine I •1 _ 1 -0. 1 W , .L1.0 CK0DE FENCE ( l 12i0ak Z GARDEN cr y c CB BOULDERSI 2 DGE OF CLEARING N/F ANTHONY & BETTY 'A 0 MILLSTONE ROADALLEGRET ASSESSORS' DEED BROOK/PAGEAR 5233/64/1 N/F RICHARD W. JR & KARIN DAFFINEE 598 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 98/76 DEED BOOK/PAGE: 8150/248 N/F ERARD/ETAL 2EUX REALTY TRU5T TRUSTEES .LSTONE ROAD MAP/PARCEL: 96/23 /PAGE: 21730/92 N/F L'HEUREUX GERARD/ETAL TRUSTEES 637 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 98/24 DEED BOOK/PAGE: 21730/093 N/F ANTHONY J. & TARA J. DALMAU 647 MILLSTONE ROAD ASSESSORS'DEED BOOK/PAGEAR19185/218 CEL 25 N/F JEREMY H LAND & L096619E HOFFMAN 657 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 0328 DEED BOOK/ 1399.0± DMH(LEACHING) I=96.0± A) 1=95.5± B) .23 C) N/F b.23 D) BARBARA R. O'BRIEN TRUSTEE 606 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 98/21 DEED BOOK/PAGE: 24545/284 •11"Oak 2.0 all"Oak •9"ook .9"00k •(4)10'09k I 1. _(2)9"Ook , 11 16"Oak r' " - _ 11"Qok I AROt N22"Pine . 11'Birch • ) (2)13"Oak ! .p n4 .'�' •78 P •�• ' (2 10 Ook • [,P . 1t 12 Oak �" y K 1 _ 1 0 1 � TTY •f 11"F"•• 1 P � � -t I` 11 Oa� DER S � •(2)11 O k ' 1 1 'A -. - - 0 �Me TEN(' i _ (2)10 0oF T FNC� GARQ£N j 16 P e --- aNu .......-0- (3)112 •354 ak � Oak MB1 Orr I� _, 7 Y G\ _J. i �' Osl._ l J 4< 9997 ' -2B6-0 S='" J -R'- •<' -- _ - - - 63 -�_ - / 12"Oak ^) - 2� 1,..„.. 43, 2 `0 j is >t I t 1 k _-- �J~-� p`T •k 2 Pm .9"":10.0. , 7 O t0 00 �2)T0'Dok- _ ` _ 87 - - APRON'., MBX MBX O� -_ _ S= I 6.58,,a�Ei.1'�Faf^�¢ �T =A' .•4E , _ r o7 (, •10^Ook .(2)10"Pine 10'Oak �I� E (2)---• )I0 DERS 6 -- O s _. I 265 �} { ▪ - qt"Oak •9.Ook & GRA;� (2 / Zw . 2 o n �.L -O� I 10"Dak 9"Ook• '040 ) O"pine •(2 0-,004 •Ps'' 14 N/F MICHAEL E. & HELENE GU5KI 616 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 98/20 DEED BOOK/PACE: 13877/275 FOR PROFILE SEE SHEET 25 c IL FENCE 10'Ook • -(3)06 D05 N/F BLAINE H. & LE 626 MILLSTONE 8050 ZANNE M. L- CEL AS DEED BOOK/PAGE, 8808/2041 �(5)BUSH •1 O i k'I T7. •16"Pine 1 9 7p Oak - (Ft .E ne Pine., 0k - I ' t in • k_. ULDER , • • 11 -Pine .1 _ _ 1 F .• _ z .-E8YE I 11 Oak IT OPIVE 1I f' • r2 Oak S� W es) f - A551Z St ` _ FE .OF i CLEAwN 18 P e •9"Oak Ook �J SHELF OF CLFIAR NGI f k P P- �7 Y• ��' - t b 1s', 18"Pine 7 - �"5 11^Oak - _ 14"ook rl.s. m 1 o.n X 11"Oak � R.71 I� Z �. ' •10" ine ; z i, 1 ,'I IFF ;'0 P': r. . . PC +32.851 268 t ) �; 1Z 0�- kV .73)R,006 264 T--- ---- BI �.� POSTS^,' sir- SP- - _ _ - -o�"` (2 BOl1LD R5 'I ROAJ - _-_ __ __ _ f MAX A6"Oak •9"001' JZ �r / -4,__T---,-.4_ / -E�'' ,ir /F --' O 10'P*ei' 14"P e I L - • - f �' Y '! Y �' _� l' -f- ,, 7 MBX (2)10.O0k ( v14°Ook o 1 rnr F HED !-)CLEARNG 10"Oak .12"Oak 10.Ook •(2}11"Oak f `� GARDEA (� 1;,-1_ ; . >_L 'P, v7; + ;iW i' •:�, •16"Oak p7.FL Pine• I� '(� 6 oak r �v _ -M1 9••Ook ©ok 12 t2"Pir4 "14"Oak4 A `� r (2)11"I ;..ICE 4 5 ' J .1 L, _, J J 1.7.Ook,i;;;\15 �pine .11"Pine 1 ,- _R.,_ i � 7 l •11"Pine (2)j1^Ook 1 I WILLIAM R/REYNOLDS s: ' t EDGE OF CLEARING 1 656 MIMAP/PARGEOL:D 98/16 aN 9/F & I ASSESSORS' PAGE- 26951/164 MACINNES DEED BOOK/ BARBARA A.G./&RUSSELL B. MAR ROILERT W MOUNT CHIPMANAGE: C/0 MILLSTONE ROAD 17 ) ASSESSORS' MAP/PARCEL:636 MILLSTONE 98/18 ASSESS 8004 //PAGE PR31249/855 DEED BOOK/PAGE: 12267/275 DEED N/F & SUZANNE M SMOLLER 26 MILLSTONE R040 OOKMAP/PARCEL: 98/19 /AGE: 8808/204 9"00k (2)16; in.. •(2)11"Pme 11 P`ne 00 -Pine' 9"Pine 14"'10' .14"Pine JASON R. & AMY Z. DREW ASSESSORS' MAP/PARCEL, STREET 98/15 DEED BOOK/PAGE: 27817/177 FOR PROFILE SEE SHEET 25 iHELL 8 .72.0w, •1'2)20"00, 70<0.- •. 10.0,4 Roe, TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 14 OF 123 r a10'Plne •10"Pine '0 e `C (2)•0 ak C24,R; .1 ine O(7,\'1, ' •11"Oak ` 1 06"Pine DOUGL p5 ASSESC �R N/F RA TRSTESS SAND RO MAP/P 2 p6738/49 CA1E #' 22"r ine 0"Pine 10 Oak 12"Oak 269f - -- - _•'p - O JER,�Q .(2)20"Oak ,ine / � j6,pok. z z 10"Ot9"Oak• 9"Ook (3)9"Oak / = GARDEN 10"Ohk 10 Oak N/M 'CL S.° 50 692 M�Mp9/9 AR3p179/24. pSDEED goOK/P AGE 74 12"Pine .14"Pine .17"006 DEED BOOK/PAGE: 21/9w <ye EDGE OF_�rlEAg1 , NIF pC1ATE5 GRAONDLFFRPONDP nR�E�5110/3 ASSESSORS ooKIP AGE' NIA DEED 8 10"045 • (2)10'006 (2)1040ok (2)9 10"1:me 42"Pine 10'Oak 04 -Pine (2}10"044 44"Pint .10"Oak .(2311`006 271 — � — 270— — I � 'g .I "Ook ok 1 •15"Ook ✓ --4"Gek• •12"Oak OE OF X rMEN MBX'- 0 F 9"Oak Mfl# r Y l •12"Ook 16"Plne • i, y 9"44.-'9 9Pme • fy9"Oak .(2)100ak (2)1+•,Oak__ a GARDEN 1 .1Y'Ook EDGE OF CLEARING N IFREEVES 7�E1M1LMAP IP R ED p4/a9 ApEEpSB00KI,,,a 18563/ 753 MILLSTONE ROvu AD rf U1eU ASSESSORS' MAP/PARCEL. 98/57 DEED BOOK/PAGE: 3554/107 (219"Ool; N/F SALLY ANN HAYES 765 MILLSTONE ROAD ASSESSORS' DEEDBOOK/PACE 115893/0938 0' rr;,CE 2G (2)10"00k �P' •1..2"Pine I • ci 12"005 • 0 10:Pne I 4A rL 1.3)11"Oakl '� •(2)70_ Oak Rrs.fL _ , RAIL }F'':CE _, 1 y — `'L{ -AIRING ' e1 • ,.,R„-� I�Bx (2)15 00k •11"Ook 10"Ook •(2)13"005 - '•15"Pine 276 — 1 — 56 275 — — - — �- s __ —0- -� JJ-- 0 -- E -.PRON.' — I _^ BI r ,.P —;ON ' - -- Jt BY m 1 (2)MBX� EDGE OF CLEARING S :r 10"Pe ' ,h ,- HEDGES te "�" 11'Pink • ' 9"0ok • � GARDEN , (2)10."0.51 •12"007 .9"0ok •9"Ook 111 2)11"Oak m_, \m .11 "Oak -6 -00 N/F CATHERINE S. COLLINS & ELIZABETH O'5HEA LIFE ESTATE 0/0 JULIA CLAIRE BURLAS FLYNN 714 MILLSTONE ROAD ADEESBOOK/PAGEpp1 8 4416/263 D • 1's P l (2)12 .oak !w�l •12"OOk 59 1 p �GW ILW4Y.5P:4 _ �� PCC +96.16 -11"Ook -'Oak /- JOHN J. DEPALMAF J & A Z SUMMER SHACK REALTY TR ASSESSORS' MEADOW ROAD DEED BOOK /PAP/PARCEL: 98/55 AGE: 27799/202 MIL STONE ROAD MBX • 16"eine 49"Pine12 Pin I., yp Nl •10"Pine LPL —11 Oak '"+^pine •12 Pine . t ' §"Pine I 11"P a 13Prne` 10"Pine• .4. 1t 1 4 12••pak 12"Pine 16"Pine •12"Oak 9 (2)9"Oak Oak. 7 �"Oak • N0"0ok 15"Pine 10"Oak ' ! (2)9"Ook •• 11" =" OE -BF Cr{ARIH6�� ti'A1ne JDSE, H , (T , AD£ED SBO k'/ 4 � OSg8D9g/56 /780 58 273 TOr' (' E CE FE E EDGE OF CLE'�1R1NGJ CHRISTOPHER S. 5. MTERNAN & LUCY M. BUTLER MILLSTONE724 ASSESSORS'MAP/PARCEL: 98/7 DEED BOOK/PAGE; 27457/106 WARREN 0. FREDRICK sImmUNS & 779 MILLSTONE ROAD ASSESSORS' MAP/PARCEL, 98/74 DEED BOOK/PACE: 29077/39 1 005 12;0ak DEN o - . .' - f 12"Oak •• DP NCE - t 277 _+ " - +16.37 — _ — -- o EDGE OF CLEARING (4)1O"Ook lO•Qok r •11"Pin (2)1'Uak•(,3T'O' OaK % < (5)9"Gak ~> •(2)17"Oak ,GARDEN. (2)10"0.6 JUDITH A. N/F HENDERSON 756 MILLSTONE ROAD ASSESSORS' MAP/PARCEL. 98/4 DEED BOOK/PAGE: N/A • ,(2)10'904' (�. •(4)11^Dak MILLSTONE ROAD 278 (TOWN WAY - 50' WIDE) — — — �- 71E , 1. '.r1 `3"/Ank •(2)14"Oak -9"Oak N/F LISA L. MAGELANER 770 MILLSTONE ROAD ASSESSORS' MAP/PARCEL. 98/3 DEED BOOK/PAGE: 12446/185 40"Oak r 10._ 1{50986, r EDGE OF CLEARING Oak: 12"Ook 57-- C�- '.5r cps -• Nsk NO 12"Pine ., 2--- / 57 7 till a - MBy ~e 274 I PT +84.81 ''--_ 1 +64.12 2 "C&rry PATRICK M. & JENNIFER M. GLIDDEN 736 MILLSTONE ROAD ASSESSORS' MAP/PARCEL, 98/6 DEED BOOK/PAGE: 29219/242 vE�T VF HEOGE� 5 "Noll y ne EDGE OF CLEARING MICHAEL 4SSESSC DEED E �1p _ OA•ci 4 56 ba_ 275 HEDGES' _ r- •.-t , Bk (2)M8 RPA1Ei , 17"Pine • GARDEN ASSESSORRSMIL L S TpNE n VER DEED sook"AAel8g 6/255 FOR PROFILE SEE SHEET 26 (2' 12:Pine 9'0o6 `1TePtfie n _•••5, ;REN" 279 12"004 WOOD POST. 9"P ne • PR`++80.53- A VE i(2)10"Oak .'1 100ok 122Pine (31:0"00k 3)11'O k 1 — me • 10:Pine 10"Oak 1,} e ,�5"Pme ': • EDGE OF CLEARING 1C / d gr -0-- 280 10'00 EDGE OF CLEARING <22"Pine 10"Pine N/F CYNTHIA MORGAN & GLENN BERRY 792 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 98/2 DEED BOOK/PAGE: 286551/ N/A •9"Oak 9"D•ak 0"Floe I OPOok 13"Pine • 10"Pine 11"Ook 12PPine TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 15 OF 123 N/F AUDREY J. JENNINGS 825 MILLSTONE AD ASSESSORS' MAP/PARCEL: 97/24 DEED BOOK/PAGE: 22323/285 70 ne 6"Pine • 10;•- Pine ED 10"Oak 13"P�ne d GE OF CLEARING • 10 ne -P: . x 50 --0 10"006 13"Pine • e 12'"Pine 11 -Oak 10.Pine 9"Pin • '9"Oak Y R 10"Pine • i ' (2)9"Oek-1, EDGE OFCLEARING - , L 4 __._.PROM__ • i7 - — 0-- r EDGE QF rCLEARINO \\ •9"Po7 9"Ook. BOULDER 6 1a'e WOOD POST -�Tr•±eGARDE _ 19"Pine n BOULDEI •9"Oak PAIN S N/F CAPTAINS 9ILLAGE HOMEOWNERS ASSOCIATION C/0 ALAN GODFRIED 0 CAPTAINS VILLAGE LANE ' ncc rccll6C' AA AP /PAPMFI • QR / 1� N/F MICHELLE M. YEUTTER 861 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/27 DEED BOOK/PAGE: 29400/80 20"Ook -47- V r ., 10"Ook •(2)11"OakJ. , .9 ..10"Ook •(2)9"Oak to !un ' HEDGES • n� EDGE OF CLEA9ROakING •9"Ook 0"Oak, 4D"Pine 1r .9"Ook 287 O -- FLOODLIGHT i EDGE OF PA✓EMEJT___-_ 99 :9N 6UF' • 9"Ook ( -ll 11"Pine co ,A 2 -Pm / 10"Ool I1 / GARDEN , { (' 10"Ook 10" ek ` 1 y" .10"Pine 9I ine I ,I •11"Pine •10"Ook i1"Dok 16"ek9 .1'10"Ook .15"Pine 10"oak. "Pine• •20"Pine 10"Oak __" 7 ine q"Pine _ EDG i OF CLEARING 7 MBXD �j V tkv 48 T •drik. —o 47 15"PAe 12"Pine N/F DENNIS R. & SUSAN ANTI CO -TRUSTEES DENNIS R. ANTI REVOCABLE TRUST 25 CAPTAINS VILLAGE LANE ASSESSORS' MAP/PARC, - on /A - 8Fief ";-;•!"1CA 11"Pine • , 'L� ,r.ysg�0�' bbe P�e� •10"Pine d A9"Oak OS 1r 7 E N/F BREWSTER COM_ERVATION TRUST 0 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/28 DEED BOOK/PAGE: 19864/04 (2)11"Dak 10"0a� •11"Oak .(3)10"Oak -9',Ook N/F KENNETH W'MAR ET M HOMAS RACHELLE ROAD 839 MILLSTONE AS LA DEED BOOK/PAGE: 2021 / 97/25 .10"Oak JAMES MN REYNOLDS 855 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/26 DEED B0077/PAGE: 9677/331 •11"Oak •9"Dak 11 -Pine } (2)1100 10 Dak IGRA1`TI —� •(2)1 ak E'i.e — 46 _— I+26.83 _ 45 �! -9e0o 9"0o6 EpGE OF C, EARIND - ( . . , . 7F t, a . i •20"PIoe 12"Pme d0"Pine 9"Ouk •k^ MBR-' • 12:P(ne j p 10"Oak 10"P'ne f .12"Pine 10"P e . 12"Pine,"/ 10"Oak 12 Pine 10'086 N/F MI 836 M IN MILLSTONE ROAD ASSESSORS' 97/23 DEED BOOK/PAGE. 27069/257 :SER 5ER 1706 RUST ,12"Ook (2)10"Ook .10"Oak — 19"906 7, •• i l,�l,' 60GE or CLEARING- •13"Ook (2).2"Oak ✓ryn y10.Oeik ( MILLSTONE ROAD — _ — — — -44-_ (TOWN WAY - 59' WIDE) EDGE OAF CLEARING } A 10"0>r' N/F TOWN OF BREWSTER 0 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/29 DEED BOOK/PAGE: 5855/047 11"Ook • SWALE 0"Oak •12'Ook 511 'Oak 9"Oak (2)'Dak — 12'ORk •9"Pine .10"Pine 14"Pine •10"Pine •(2)19"°°k •13"Oak 12"Oak 9 12"Pine r MBX 1 10"Oak : ine -- .17"Pine 11"Ook ,12"Pine •11"Pine ANNE M.� 856 MI GILMORE ASSESSORS' MAP O RCEL 097/22 DEED BOOK/PAGE: 15922/014 FOR PROFILE SEE SHEET 27 N/F TRACY L. AVELLAR 917 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/31 DEED BOOK/PAGE: 10923/266 _ - [J'r:. :,01, -..:LD17- 7 -_. A 7 f 1 - EDGE ,. r - - OF CLEARING 9 •9"Oak .o • yak •9"Ook 11 dine •9"Oak 10;Ook' 10"Pine Mire 171"Pine (2)10"oak (2)9:Oak •(2)9 -Oak 10"dine - -- 1O"Ook (2) 'Oak •9"Ooe T — , , 10 pak 14r• 1 288 42 289 _ — _ — — �_ — ILLSI ONE ROAD— —40-- p� —Q— �Q AY-@Imo0E1+� — — — �PRC +97.51 —� � 44.32 291 71T APRON ti Trl 9"Ook • 9"Ook• . 12"Pine N/F TOWN 01 BREWSTER 0 MILLSTONE ROAD ASSESSORS' MAP/PARCEL 97/21 DEED BOOK/PAGE: 2026/320 •11"00 •(2)9'Ook 10"Pine 1. ( T A A r 10"Oak • 16"Oak .10"Oak (2)10"0ok •(2)10"Oak +10"0: 0 10"Oak . 14'Pine S.BI I9 93 -Oak 9"Doke 11 -Oak • (_jti 2 10'Oak r Weak A.) 11"Oak FOR PROFILE SEE SHEET 27 I 17- 39 -- ,L- 1"Dak %11"Ook 0 ,0 _ _wo -- -0 — — _ 292 +C 15.85 �_ i w 0x i- 9' ok (11'*Ook N/F GAIL D. TILTON 912 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/20 DEED BOOK/PAGE: 30905/6 10"001 10"Pine 12"Pine 10"Pine 1k 38 293 eQV / .(2)10006 10"Ook •20"Pine •1 spine 42)10^Onki _12169- •11"Pine .g"pine 20 BEACN PLOM LANE ASSESSORS' MAP/PAR 2086%7999 DEED BOOK/PAGE'. 3)10"Oak :(3)9.001 •11"Pine EpOrOF 10",ine 12"9ok ART i `- h 10"Pine "9"Pin* t y Rhododendron MILLStoj ROAD 294 _ AD y 3L_ -6 ------ ---- — — P85 - 1 _ G+15. _ _ EOG Ok CLEARING _ — - l0"P�ne 11"Ptne 00"Ook •10'Pine t2,P`pe tp P`n° 120 12".k!.4 10";,,". 9". p5 ,04ne ' • 11^Pins B 069 ( .7 - •14"Pine 10"005 N/F LUKE G. SMITH 20 CRICKET LANE ASSESS #:168803 /AR 97/19 CERTIFICATE 951 14/4 LOUIS BooK/agP AR Fpgp RRETT GE: 2576%%8667 '2111"Oak • kh;C,7 0",A. . 7 F,Or 12,.Dok t 71"Oak .1 *I 0" Oak �32RCP—L0 ye- Jr< 11"Pine , cso 3 y3'x. o°j o { 611"Oak ` •(2)10"O0L l9"Ook• •9"Oak 11"Oak L2".MP_ BRIAN D. PETERSON TRUSTEE 951 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/50 DEED BOOK/PAGE: 8590/2,6 uL . IT 3 296 II —PRc9'69:6 -2. r r EDGE OF CLEARING II 9;G`edr 1 I 11"001 12 Pine*/'). (219 "0okn •11"Pine . c� • k N/F BRIAN JOSEPH KEYES 0 CRICKET LANE ASSESSORS' MAP/PARCEL: 97/8 CERTIFICATE p- 168686 TODD A. N/F & STEFANIE A. TARANTO 1005 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/68 0.004 7005 BOOK/PAGE: 20023/340 16"P/ne6 dG�_ GARDE` 1D"Pine 10"yin Rhododendron 10'001 . P1n e - it (2)1. 0"0°k ° 9"0 (219"Ook. IS "Pine 1p"eak Pk 10"Oak • ak 13"Oak• 11 `£}ak '9"Oak 12"Oak 10"Oak•' 13 &ic •9'Ook 10"Odk 9'001 12�Oak �.- DGE OF CLEARING t1"Ook - � NE X81.6 2�ILLST , 7-215.70c, `'�"aD'AY. WIDE ur•., _MB% 10'2'001 'EOG`0F • R.A. } 3 k Ook 11`001 (--,j- _ - SCI: +�6-ggO� �P • 11 1 _ DGE _ _ Ook i' 11 "Oo4 18'001 DGE_OF Cl�Ar�ING _ ` � —;10"Oa r - _. . .. 13"Pine 0000 B000%P' ARCCO6 g,Z,' 0 15"Pine 7- (2- )1485 E. , aRDEN M8k11^ GARDEN- .Ic GARDEN .11.001 - _ •9 Odk ..t3"Oak "- _' �� A = 1 16L 113"0,70.... 12^O0k 11"Oak f " 10”30-,,c, - 11, j • 12"Oak 1.10"Pine 1000 M/LAS U14NGST01y ASSESSORS' NE ROgp DEED BOOK/PAGE.A852 97 /4 /147 10 -Pine 12`Oak •^, 12"Pine 11"0°k -(2)Rhododendron EDGE OF CLEARING N/F GEORGE E. & KAREN N. THURBER 1010 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/3 DEED BOOK/PAGE, 13909/258 88/4 J J/F ASSESSORS''„ S7aN R0, N/7 R. TRUSTEE yamR LIV 5 & DAVID 14. 1023 MILLSTONE REL:D97/69 yam SULLIVAN DEED BOOK/PAGE: 25210/116 10"000 11"Oak .9"Oa1 -02 11 O0k 8 • •9"Oak 10"Oak je TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 16 OF 123 CARMEN B. & LOUIS A. RRET7 981 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/67 GEED BOOK/PAGE: 25767/86 (2111"Oak 10"0,31 10"Pne 12"Oo1. 10 Ook / 6"Pine (3)12"Oak _ _ GARDEN _+ 34 +$ 297 - '1480 I H1�uB BUSH' I�.. ,SHRUB' •(2)9"Oak 298 10 0 001 1 EDGE OF CLEARING 4 EDGE OF CLEARING U __ _ 1 ...„. �.r g'Dak _ 9" edar 9"Oak 12"Ook • 10"O ak BOULDER •9P'ne 10"Oak 11:"0ok 11"0°k's 11"Pine 10"Pine- 9"Ga4 12"Pine N/F CATHY BROWN 974 MILLSTONE D ASSESSORS MAP/PARCEL:97/6 DEED BOOK/PAGE: 11645/241 FOR PROFILE SEE SHEET 28 ^11"Pine -10"oak HELEN 033EMI LSYONE ROP097/70 ASSESSORS• /P PAGE R BE248/293 GEED 800 OF CLE ARING�\ 11^OoN EDGE \\ 15"005 4R0EN j1^Oa6 10'Oa� 9"DON 1 $P.T.Se - • .. '"Oak • - (2)101101` • y 10.pg6 • GARDEN ' t tp amine - - . .g^SPruce TONE POST 'GARDEN �J ..(.2)10.0.1.0'!,1.9 . J2"SPruce tP I -_ __ Mg 1n - - PEN 11"Oak .17"SPruce e SSS .. 16 Pi^ . . - - �� It H A0".ak •10"Pine ��41„0,,,,, 11 Uak J e12"Oak 12"Oa 10"Q0k 2148X ('''' --ter` =F • 27 ,.00k (2)9"Oak .(2)10"Oak 10001. Oak 10 Oak O '1 = r= ? EDGE OF CLEARING •„ (2)10— -- -- _ - 309 Iiiile ( 12 _ t. — p 301 �_ — -10�_,—_—$ 'o-- 1 11"Pine EDGE OF CLEARING �10"Pi^e k� 10 00 111- Oak 11"001 10"Pine • g•0ak 8^pine 9"Oo5 302 53.Z}r 30 J crr+E�933 I - E 9/11 NETTLETON BRUCE &OJEANNE CIRCLE PRELL PARCEL: 97/2 ASSESS RS'IJPAGE 6912/020 DEED BOOK/ 14"O0k • 1 1 111"001 _ ak 2)&`,0p" OARpEN g°°Oak ;9„000 2)9"Oak 4BX N/F LESA A. NICHOLRO 0 1043 ,14MAP / 26748/33 ASSESDEED SORSBO OK/PAGE'. •11^SPruce 304 10N01, The 120 GARDEN 0 1- wo isG AGE OF C4 _AR Z" 0o5 • F w 8 VI 01190074 3"Pine N/F R08091 9'PRELL LCIRCLE OELOYE ASSESSORS' MAP/PARCEL: 97/1 0600 BOOK/PAGE: 2851/84 FOR PROFILE SEE SHEET 28 12"001 4 5 4 _HD(GEN).DWG TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 17 OF 123 N/F LESA A. NICHOLSON 1043 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/144 DEED BOOK/PAGE: 26748/331 DONALD S. BATTISTONI & NUNZIA DEDOMINICS 1053 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 97/71 DEED BOOK/PAGE: 29924/345 (3)10"OoF ,TO. -E- .E• i ..E GARDEN 11"0,21410"Oak 9"Ook .12 -Oak Oa 1 ;12' Oak 9"° ' k ) di -Spruce 12"Ook \ (2)BWLDERS� 11� Oak " tk* Y - 9"Oal- ( f •11 -Oak 10"Oak •10"Oak 11"Ook GARDEN — -- ROSk _ -c- EWt ' NQ _1 i ".�k.l^:'k r. �91 T_AP __ A"l,i i� •� -,,,EL .,,RKlNh 26 -- . E. Max - )G(E OF CLEARIN !' t_. I gOf)F �1F ) l E�0R8IG' 12"Ook (2)16'Oak e5 19"Oak 90"0o1 /1 1 11 -Oak 13 -Pine 12 Oa. /7 1 305 •(3)9"Oak •9"Ook N/F JOHN DE YE5S0 1044 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 86/58 DEED BOOK/PAGE: 4497/182 MILLSTONE ROAD 25 906 err-4o�lrmer— cam- 10*Oak :16"Pine t ' LPL _ { GARDEN 710�0ak , ( (2)SHRUB 9"Oak 8R _ 1 BOULDER "C �daf RAVE 2)BUSH N/F RA 1058 MILLSTONE 8060 N ASSE ORS' MAP/PARCEL: DEED BOOK/PAGE: 29084/2687 �o U N/F JANET STOLE ERO60 1105 68LLAP RCEL: 95/70 ASSESSORS' AGE: 30324/348 DEEDBOOK/PAGE, (2)15"Oak 24"O0k 16 -Pine. ▪ 1 0 11"Oak •w v 9"Pine• 11"ene , "Pine C-‘1- GARDEN - GARDEN e 12"Pine�e N/F PAULA E. ZUCCALO 1117 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/71 DEED BOOK/PACE: 8391/174 pC 30.70 / (4)1 O k 10""e •12"Pine 9'00k • -(3)11"00k 2.±11-5L.. C7 CAROL TANNRDRIVEO ASSESSORS MAP/PARC 72 811063 DEED BOOK/PAGE' 28 / 10"Pine F' N 1"Oak (2)1 "Oak EDGE OF CLEARING N/F PETER J. WAFUL & DANA 5. BENNETT 1065 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 86/59 DEED BOOK/PAGE: 3224/335 2"Oak .12"Oak 24 307 -METAL POST 11"Pine • 12"Pine 12"Oak •11"006 .10"006 10"0 k 81"P'ne "10'Ook D" Oak .12"91Qe LOGE OF CLEARING R (2)MBX1. (-f "' EDGE OF CLEARING r 10 Oak 0 lupeo • J .. 10Tupelo o11"Ook I, .10"0ok 2)9"0o (5)Rhododendron N/8 SHANDA C. HILLER (LIFE ESTATE) 1066 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 86/56 DEED BOOK/PAGE: 26220/32 0 •14"Pine 11"Pine • 9"•ine •(2)14 -Pine N/F ALISON F. WENTWORTH 1093 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/69 DEED BOOK/PAGE: 8476/223 11 7ok (2)10"006 (2)9 -oak ,(7)12"oak • 23 308 _ —0— — 10"Pine 10"Oak 11) -Pine 16"Oak (2)32 Pine _ APR01. -- - . (22MM X —77-917k )0"(iok ^.. RA- N/F RICHARD1066 ATON MILLSTONE ROAD EE & ASSESSORS' DEED BOOK/PAGE: 29970/11445 FOR PROFILE SEE SHEET 29 JANET NNBARRICMAN 87 SELLS PATH ASSESSORS'S MAP/PARCEL: 85/72 DEED BOOK/PACE: 22340/303 MBX GARDEN I� ei 1 ( r 90"Ook %la IL (3)10"Ook r �,9 ULDER EDP of GEARING 10"Ook 5 -f .(3)12"Oa6 f5"O0k 1 —_ -_ 11"O k 1y'1,P -<'Onk 1+30.15 18 MILLSTONE ROAD 17 19 — —e- (TOWN WAY-40'WI� — -;S-('1)MOXv - PRC+72.44 �x1 .-_ .- M8% • BUSH °. E~JBUSH " _ 1"1"Ook .10"Oak — — . yo12'Oak I / •16"Oak w a_ U J L (3)BUSH (3)Rhododendron 22 10"Oak Max 309 1 -"Pine 24"Pine 1 12"Ook 10 001- ' 1 _•- 12-4:101, n �_E •11"Oak - 21 MBX •• ' JL ..-- 1 - —P -\ ./.(4)1 O - WARDEN. ' BUSH / 10"Pne z • 9"Oal? 11/8 THOMAS L. & SPHIE 1. SLEZAK 1096 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 86/54 DEED BOOK/PAGE: 17708/082 N/F JAMES M. & KATERINA CORMIER 6 RUSSELLS PATH ASSESSORS' MAP/PARCEL: 85/103 DEED 800K/PAGE: 27566/146 CLEARIN N/F STEPHEN A. NICOLLE 1114 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/62 DEED BOOK/PAGE: N/A GARDEN MBX 11-00k • 10*Oak 10 -Oak 12"Oak N KATHLEEN M. LENNOX & NATHANIEL J. & ASHLEY P. KEENAN 1124 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/61 DEED BOOK/PAGE: 29481/206 FOR PROFILE SEE SHEET 29 (2)11"04 • ' I 14"Ook •11"Oak •18"Oak (2)1 "Oak i ' GARDEN 112"Ook 12 -Pine (2)24"Ook WILLIAM A N/F RORYL PIOTROWSKI & BRODERICK PIOTROWSKI 1138 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/60 DEED BOOK/PAGE: 19864/029 _ _ GE._4c (3)10"Oak a •9 Oak Oak 10'Pine N/F MARTIN BOULERICE ET AL 1148 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/59 DEED BOOK/PACE. 25044/332 310 •(3)11"Oak -:I1 N/F ANDREW 508060T 1159 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/104 DEED BOOK/PAGE: 30548/2 30 12 "Ook i 0rne •9"Ook 9 �Plne 9"Pine 10"Pin• 104P ne - ^0"Pine cd: (2)14"Oak 20 Pine 7 MBX APF, 16 —0-- — — _ 63.40 T'. GARDEN 11•.06. GARDEN 15 N/F PETER T. HORNE & KATHLEEN A. O'BRIEN-HORNE 1156 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/58 DEED BOOK/PAGE: 12112/048 07 0 0= UM N/F 1158 MRLSTONE EOi ,SSESSOBOOKAP/PA8CELA85/1pq DEED /PAGE: 30548/2 30:00k EDGE OF CLEARING WOW.. • 9"Pir/e • 12"P: 1�"Oak. 9"Pine` • o' 222'Oak N/F ROBERT C. RYAN TRUSTEE 1169 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/105 CERTIFICATE 5: 195049 .13 -Oak 11"Pine •11^Oak 10"Pine • ,11 Ook 9"P,n — �R c, •11'Oak 11"DQk Ti",• -5. T E6CE 0 A — _♦ � - t — 00k — — _ 15 316 i- -- 1 � li +4561 MLSTON p7 - -- _y __E. -� I Agi- p' 4 319 320 cO,1m - '1B -9- _ Itsr.3s� 71 —O— _ _ — c• PC +87.75-i p'Oak RAYEMEN — r t ✓ ,P -_ _ 4 F __.. j 'Oak _ l 'Z' �,ay VE _ 'CLEARING' r 9"Oak• 10O+k -C j C, 4000 'OF' +CLEARING+ EDGE 'OF ..CLEARING'. o� FQ`1690kr• ` _ — _ �9"O0k ( T I 10"Ook 16"Oak. _ Z {{ ' 9"�Ok d 0"Oak ` +. •9"Oak I 'Oalk _ q0"Oak •ID'Pine j R 11 jar t 9"OOk g -Oak 10 Oak — -'- — 1 9"OOk• •10"Cok— '72"Oak fU •GARDEN p' "r 11"Oak • 71"Pine -- - — —9 Oak ASSES C�RRTF CATS N' 99 DIANE & JAMES A. HARPER JR. 1207 MILLSTONNER EL4 85/106 ASSESSORSRTF CATS N: 99927 10"Oak 10"Pine •11"Pine .(2)9"004 j0"Pak• 18"Pine 16"Pine r TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 18 OF 123 9"001, 9"Oak •(2)9 Oak EDGE OF CLEARING t0"Oak MBX 0 NE & E90400RNE 'GEL 85/58 2112/048 N/F BRIAN & CHRISTIE R. PAVLU 1162 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/57 DEED BOOK/PAGE: 28466/216 rOak '(2)9^00, 9`0.4 10 Oak `, EDGE Cr CLEAR ING ".°1 10"Oak 9'Qok 11"Pine MBX ii" p +20"Pine '. 12 Oak Qo AO"Oak (3)10"Oak --- • 20"Pine 10"Pine X10"Oak 9"Ook 10"Ook • 7,p2.\ 1/"Pine RICHARD A. &N JOHN P. PARETE TRUSTEES MILLSTONE RD NT 1221 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/108 CERTIFICATE 5: 186293 13"Ook N/F BRIAN T. DAMS 1182 MILLSTONE ROAD ASSESSORS MAP/PARCEL: 85/56 CERTIFICATE 5: 173558 •13"0a 2"Oak ,9"Ook N/F JONATHAN C. & SUSAN J. COVELL 1202 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/55 CERTIFICATE 5: 108081 FOR PROFILE SEE SHEET 31 2:1,ine • .127 ine , I11?^plhe MBY -- — 322 322 O--- GE OF CLEARING' ,12"Pine 11"Pine 1MD i N/F 1218 M1LlST ER 8' Mb994y E0E9FICA TE/ R7646 85/54 MBX • 41T.rEM '• ,13'Pine -h- 323 _g^ •11"Pine JOSEPH & MICHELE E. PUCOIN AY 120 O' MAP/PARCELANS : 85/146 ASSESSORS' 155255 CERTIFICATE N: ,(2)11"Oak (3)10"005 • 9"Oak 10"Oak • - — o 6 �c�-�yr�-p (� IYIILL.S 1 v„C Ra `— --� (TOWN WAY -5& W10E) .6k kP _1 ED4(E SF "CLEARING _ _.'(. , '' 1 r f.' , . 6'81 •12'Ook t2"Ook .'� _ . �._. r EDG'i OF GLE)SRING ' -�� - i11 Oak - _ - -- _ — :RI. 02"Onk— _ — ------4-1-1'0a• "--- - c .11"Oak VC a 9'Ook 12.'Oak ',4 "Pine 10"Pine y Pne• 11"Pine •11"Pine N/F RICHARD J. CRONIN & ELIZABETH O'CONNELL CRONIN 1242 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/53 CERTIFICATE p: 121212 •12"Oak •9'Ook 00"Oak • 11 "Pine .79"Pine 10"00k 11 -Pine • (2)10"Cherry • l 1.4"Pine ky_ (2)+x .9"Oak .9" Oak 31"Ook N/F HAKOB SAGHYAN NA TIONSTAR BANK MORTGAGE ASCSOOC TRUSTEE 1269 MILLSTONE ROAD ASSES CERTIFICATE 5:8 85/156 212456 (2)11"Oak ( ak (2) 1"Ook 2)11 O 122 004 .10"Oak — _ f MBX1- --- 326 — _+� — 4 325 — _1- —p — — — —. .9"0ok 9"0ok• MBX ,11'Pine l z 13"Pine Q 1 O 1..� � (2)9"Oak•,. N/F pAV10 T. & JEN(F' t218 MILLS -0 ASSESSORS' MAP / CERTIFICATE ' , E0 Ob C .55LESTI E -'01. MILLSTONE ROAD 327 (TOWNe+9Y,_21:t EDGE OF CLEARING f I e GARDEN — — 9"008 .11"Pine 1; J8U5H ,11 "Oak .14"Pine 12^Pine ,10"004 11"000 N/F RICHARD & KIMBERLY OADOLY 1244 MILLSTONE C OADBS/52 ASSESSORS' C RTFICATE /k' 177518 FOR PROFILE SEE SHEET 31 •10"0e4 9"Ook N/F ALBERTINA ALVES 1270 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 85/51 CERTIFICATE /{: 186622 ( kk 9"Pine 0 8 a 14170.00 HD(GEN).DWG TOWN OF BREWSTER MILLSTONE ROAD CONST T PLANS SHEETRUC19ION OF 123 NpT10N AL PSSOOG TRUSTEE N/F CIO OS BANK TOpGE LLC N AKOB SAGHYC/O NZBRONM LIBTPPR EZ465/156 MAP/ PSSESCERTIF1CPi£ A� 9"Oak .9"oak 1"Oak •9"Oak •10`Oaw •9 Oak 328 :Oa OF CLEARING Oak -\'Pine ,12 Pine ,10'0,31k Pine F Y O OLY R1OH 7D Mll PROP RCEL'�65/52 pSSESC�Rj FICA E II� 177518 (2) y a . . P'me Z & (2)11•Oak i" Ook: 2) 1 •(2)1j 0aK i2'Ook .,..A "1 ' a ( 91 _ _ ."cP^.n J1 At _P ,;, •Oak Y�- - - ' - Die, E'. ".-.OP ' PCC+O/ ,1 Ook_ MDY • / _ MILLSTONE WAY a wi t. r r '326 327 ! I r fAf r N/F ALLARO /° )273 d212$ M1PPROEL' OPD ASSESSORS' oK/PAGE. 177311 DEED B0 ST AIRS • F GARDEN n9 Pine ,9"Oak •10 Oak F S ALBERT NTONE RO M11L5 PARCEL'O65/51 5570 •MAP/ 2 pSSE OERi1FICATE �� 18662 GARDEN"\ e(3)11"Ook ,\ •(2)11'Oak _____ r (?-r-1 2 G POND ROAD, 1185 S OMAP /R AR25g49 /149 ASSESS g XP'i GE'. DEEO rr +114 80 329 1 41 -Oak 0 0 (2)FL000LIGNTS--,_ (5)BOULOERS 6'Oak GARDEN 1- r / `EARbER� .- 11 =o tia Off' OJ 10 • 00 ya .O° Oao-� 4 .O 402 .o0 ' oa ' f .o° /40 ski 1311 Eno p1"lROU1E .. ` ROPO ROPO Op M0S1"ONG POD 0k 62 SSZ P � 66+ FOR PROFILE SEE SHEET 31 \\vhb\gbl\proj\Wat-TE\14170.00 Millstone Rd Improv\docs\memos\Stormwater\_14170.00 - Stormwater Memo_Oct 2023.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 P 617.924.1770 Attachment F Proposed Stormwater Infrastructure Markups Sheet CBs LPs Galleys 64 11 8 16 65 10 2 18 66 9 2 23 67 13 5 13 68 7 2 14 69 11 6 13 70 7 3 15 71 10 5 3 72 12 5 11 73 9 8 6 74 12 5 11 75 1 0 2 Total 112 51 145 Proposed Conditions Drainage Infrastructure Review Millstone Road 11/1/2023 -22"Oak MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE 1 CB 10"Loci 2 LB STATION RIM ELEV. 200+49.6 44,33 13.5 LT INV. IN INV. OUT (2) 38.30 200+512 32.6 LT 200 n I L _. I , I 42.46 (1) 38.00 REMARKS 23' UP 7. - LIMIT OF WORK STA 200+17.68 //,,---WOOD NN 2745 / WATER P5p5GOT TM E 1053236.773 •(4)14"Cedar - WOOD POST 14'-12"HDPE HEDGES 44-- 1 MILLST RO RE ORD BLT BL MWSTONE \"-WOOD POST - RET UP •24"Ook •30"Ook RET F. RET 5, RET 1.2"Locust 12"Locust 70"Locust RET GUY RET UP 11 16"Ook RET UP RET •(3)10"oak ,;;u, 12"001 -` .• n.L _ %te a -� - 08863 .(2)10"Oak 202 3'_12"HDPE, 10' - 12" HOPE THotly MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE 6 7 CB CB STATION RIM ELEV. INV. IN 202+53.7 ' 44.55 (7) 39.98 5.9 RT 202+53.6 1. 11.5 RT 44.37 EX CB 202+742 44.53 11.5 RT LB 202+13.0 6.3 RT INV. OUT REMARKS 45.05 LB 202+29,4 6.6 RT (10) 40.09 PROP FRAME 6 COVER (9) 39.51 1. (10)40.17 (5) 40.37 REMODEL 44.91 (10) 39.80 (8) 39.59 12"1At^ '(2)10"Locust 9? `' 2" uscust .4 �. t t2"Pine `14"Locu1„� Foci of, • 9P 9 yC X01, 4'� 2';ocust cust (2)11"Oak �P� 25▪ 0.3"Locust 16"Ook '12'0ok 0t )BOULDERS (,A R&R UP &GUY (BO); T -,2' HDPE - of -1120" "t- octi Pine PROP CONDUIT &1-11-1 (3)10"Oak tT0 k Y UD'A 17 s 12 -Locust 2"Locust .. 14"OoL OL'1161 o \.,;1\ y'.,,' 7A -OST f FOR RISER RELO 12"Oak ', »sue �••-� ,.,.._, _ - '\ .. , _ __ ' • 12 -Oak •R8R UP (BO) R&R GUY (BO) 4' Ook. 16"001' RET RET REM 205 16'Locust (2}9"Cherr), -35-1r HOPE MILLSTONE ROAD - (TOWN WAY - 40' WIDE) 12" HDPE J -- _-_-- 29'_12 HDPE _- ` •10Pne` 24'011. 14 Pine 5 - 12' HDPE Oak - ABAN, PIPE; 14 -la cu st :11,1\..l, 14 -Locust' 1,411:9 P0,S WOOD PrJ"�;l• MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 11 TYPE EX CB STATION RIM ELEV. 205445.5 14.5 LT 4818 INV. IN INV. OUT 12 ca 205+56.9 14.5 LT 48.86 (16)44.60 REMARKS (16)43.87 15 CB. 205+44.2 11.5 RT 49.04 (15)44.97 14 CB 205+56.9 11.5 RT 15 008 205+50'9 6.2 RT 49.00 49.25 (13)44.93 ((7)43.00 (14)44.90 (15)44.94 to 7. 10"Pine ` GUY (BO) (2)12"Locust 14 Cedar (4) BOULDERS -10 -Locust •l0"P. a :14"O0k PROP LEACHING GALLEYS (3) 0 Fa c„ W3PE TL,locust /-Y-NF's 16 L cus; GARDEN .-. ��'+ M. /l . �l ('r 1t�� cust ocu*( oust 10 L ,ust Sil'li' t�,�°'WS6SIDEV,,4�11(° 10"Locust � - tPR500P LEACHING GALLEYS (13) 14"Locust n''Cetlo 1 .._ .__ Pi MILLSTONE RD DRAINAGE STRUCTURE DATA ( NO. TYPE ' STATION RIM ELEV. INV. IN INV. OU7 , REMARKS ne 205+55.0 ,- (12)43.80 1 16 EX OMH 25.0 LT 48.97 I (11)44.42 - 17 EX DMH 205+773. LT3 46.45 ' (15) 42.45 23. •12"Locust .10 -Locust 10 -Locust MIL RIVE' NER VAG- --�✓~`,.. gr mil__ F1 REM 12" PIPE RET REM MILLSTONE RD DRAINAGE STRUCTURE DATA N0, 10 TYPE STATION LB 1 202+45.5 I 6.3 RT RIM ELEV. I INV. IN INV. OUT 44.76 I ((5)46) 39.0.01 69 REMARKS (9) 39.88 MILLSTONE RD DRAINAGE STRUCTURE DATA STATION 1 RIM ELEV. 207+00.5 11.5 RT 51.89 207+02.9 15.4 LT 206+93.3 15.7 RT 51.70 INV. IN INV. OUT (20)47.89 (20) 47.76 51.79 (18)47.79 (19)40.79 oGE CE4/ �F PROP CONDUIT & HH FOR REMARKS MILLSTONE RD CONST BL 208 R&R UP (BO) MILLSTONE PO RECORD 9L 5'-12"HDPE 78 0herr r2 p/nol EDGE OF CLEARING TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 64 OF 123 RET •1B"004 1:3 pRRVp O $ F�\SERRF(O�yN ��•� - ,2 00 )r0"ON 4 RRGuy 690 (BO) .24C q "0 7O, 74.n. PROP 5'-6"DIP N` ` PROP 6X6 INCH TAPPING \� RET SLEEVE INTO SERVICE LINE �. '`, p�h ,p (BO) .4.." -..-*--'-'12 Cherry ` �~� ir-)'.M-'�`A'� �. 10°Cherry R&R DP (BO) ,,.� N. A_ 10"Cherry • - - hc_ij-- _ - •r y� -_ -;p.5"_he,-.. -- -,--� 2 - 'A`0 CLEARING 0 -19' - 12" HDPE 3' - 12 HDPE 20 Locust SCALE: 1" = 20' 16"PoP1o, MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TY- PE STATION RIM ELEV. INV. IN INV. OUT 21 CB 20815.9 +49.9LT 55.17 (25) 50.20 22 CB 208+49.9 11.5 RT 23 LG 208+44.6 16.2 RT 55.23 56.00 (25)49.70 (25) 51.23 REMARKS Plotted on 28 -Oct -2023 2:04 PM L5 3 0 0 03 W �z zF Z ES OVN 18 POpiar GARDEN OD 2097- 1. E MILLSTONE RD DRAINAGE STRUCTURE DATA 24'Pi1 NO MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 27 CB 212+50.0 16,6 LT 28 29 VZJEVERSOURCE TO • REPLACE POLE (BO) 212+50.3 11.5 RT 65,36 65.32 DM 212+41.7 6.1 RT (29) 61.36 (29) 61.04 65,06: (28) 60.94 (26)8D.05 (27)60.94 a tiA �a\ A[-A1 h +�_t 211 PT+8527 NO. TYPE STATION RIM ELEV. INV. IN INV. OUT 24 CB 210+49. 3 LT0 59.95 / (28) 55.95 17. 26 DMH 1210+38,6 59.66 (24) 55.68 (25) 55.44 6.2 RT (29) 55.80 REMARKS z--1171ELLSTZSNE"ROA►D 24'•Cherry (TOWN WAY -40' WIDE) 200' - 12" HDPE z ES OVN RET 10"Pine GARDEN LAWN 20"Oak 20"006 12"Oak• 6' - 12" HDPE RET PIPE v_ - PROP PROP LEACHING I GALLEYS (5) 14"Pine 13'-12"HDPE 18'I 20'-12'HDPE- 6'-12"HDPE- "20"Birch •20"Cherry ,24"Cherry MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 33 34 35 36 37 EX CB 218,16+1 LT4.9 CB DMH EX CB LG 216+49.3 11.5 RT 216+48.5 18,5 RT 216+58.4 18.4 RT 216+41.8 6.1 RT •11'006 BOULDER • 14"Plne 9-Ook .190 _-PROP DMH; BUILD OVER EXIST PIPE ..--RET CB; ADD F&C 14-Spra 1.e `EDGE OF CLEARING 0+6. 7 24"Oak =--j I - 14"Oak / - - _ 121ak RET WG 81.20 81.73 02:31 85.41 81.62 2 K EDGE OF R&R UP (BO) R&R GUY (BO) EDGE OF CLEARING /3 I3:. I. (36)77.20 (37) 77.73 (36) 76.60 (37) 76.50 (33)78.80 (35) 76.70 (35)76.30 (34) 77.62 PRC +79.92. q' 10"On PROP FRAME 8 COVER 9"P,ne 44"Pine 11 Oak �( R&R UP (B0J12••pine 213 MILLSTONE 80 RECO R 10"PI e 10.9)2+ "13'9)2+ EDGE OF CLEARING PROP 4'-6" DIP - R&R HYD 1 PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE 14'Pine U Ook 20"Pine BOULDER• 22"Oak , :. Fine 12 yak -- WOW Oak', P - .rte nF'-' •�l _.�1�'-- •- 4��,,-� EDGE OF CLEARING 0 20 50 SCALE: 1" = 20' 4"0.2 . ti. INA_ \ 11"Oek R&R UP (BO); \` `3' -12' HDPE PROP CONDUIT & HH FOR PROP LEACHING GALLEYS (4) I2"Pine SERVICE RELO • 2"Floe 2"Oak MILLSTONE RD CONST BL ;. PC +5228 BOULDER rtrt 10 Oak• .0,16 ))r_/^''�., Y ��' CM.4R1.44 12"Oak 20' - 12" HDPE MILLSTONE RD 802080 BL R&R UP (BO) MILLSTONE RD DRAINAGE STRUCTURE DATA NO TYPE STATION 38 216+60.2 11.5 RT RIM ELEV. INV. IN 86.38 39 08 218+68.9 15.4 LT 40 86,16 INV. OUT (40) 82.28. (40) 82.16 218+54.6 6.0 RT 86.23 (39) 82:23 (39) 82.05 REMARKS '1E1" Oak PROP LEACHING GALLEYS (5) X18' - 12" HDPE HEDGES "Pine / // 24" ok • TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 65 OF 123 9"Oak '110"Pine 10"Oo6 2 PROP GUY (BO) v T, RET 10"Pine GARDEN -__- ___.-216 2 5 • _-_-_ L. '_ .-R&RUP jB0):__ 7 �`2 PROP CONDUIT & HH FOR SERVICE R MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT _ REMARKS 30 32 9"P CB 216.14+0 LT.6 49 LG 214+43.6 6.0 RT 75.82 (32) 71.82 76.62 (30) 71.62 ,SHET .(2._ ,.� MILLSTONE RD CONST BL `2° 72"Ook 9:Ook GARDEN 0"Pine • 18'0,6 14"Pine+ 12 Pine 18"Oak 11"Pine BOULDER 16"Pine REM ABAN PIPE PROP LEACHING GALLEYS (4) - 0 20 RET 50 GARDEN HEDGES RET ADJ 017 "- J 1("0+6 PROP LEACHING GALLEYS (5)-114 EDGE OF CLEAZG • Pine CO 0m 0 RET HYD ADJ WG A 1 1 i- _ l iiN, _ ..---r-----L.,______, GARDEN - - _ Z a '}L, - 30' -12"HDPE R&R UP (Bc PROP CONDUIT & HH _ ''' i 6•-12" HDPE MILLSTONE ROAD F RV1 'RELY- =L2 0 S urn REM L_ N, ABAN PIPE - REM (2)80 _ OERS &R UP (El0) J ABAN 100 SCALE: 1" = 20' 16"0a (TOWN WAY - 40' WIDE) GARDEN (3)BOULDERS 14"Oa GARDEN EDGE CLEARI R&R GUY (BO) S. 24"Ook L RE. Lr._E , MTR (2)11"00k (3)Rhododendror MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 41 42 43 TYPE STATION co 1220+35.7 15.5 LT CB i220+57.1 11.5 RT LG 1220+48.1 15.5 RT RIM ELEV. 87.34 87.89 INV. IN INV. OUT ! REMARKS (43) 83.34 Bens (41)83.16 (42) 83 56 (43)83.69 DEN NO. MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 45 CB 223+00.8 17,6 LT 90.84 48 LO 223+02.8 7.7 LT 106.74 (45) 86.76 EDGE OF CLEARING (46) 66.84 (46) 20"Ook - 0"Ook (2)10"Oak s . •9"Oak •11_008 222 - 1=oak C(-1 "1"1"-Y-1.,-.. RET ELEC MTR (3)Rhododendr0n MILLSTONFibCONS�f8L - 5 0 m 0 •9"0ok • 10"Pine BOULDER 6'-12"HDPE PROP LEACHING GALLEYS (4) ""°''kBOULDER 1l'Ook 0 BUSH BOULDER R&R UP (BO) R&R GUY (BO) 20 9351' BOULDER 50 SCALE: 1" = 20' 16"oak -EDGE OF CLEARING Z RET R&R GUY (BO) R&R UP (BO): 11 PROP CONDUIT 8.1-1H FOR RBDULRDRRLO C9 adN 11"0ak 9 Oak 12"Pine . 9"Oak '9"Pine 10"Oa8 9"P ne (2 +2 Pine Rhododendron 14"005 (5)BOULDERS rook MBx - - - - - _ 20' -12" HDPE29/ r REM PIPE PT +-98.82--/ -rr-•rr 'x" L D E R (2)10"008 (2)12"Pine" •14"* 12"Pine 14"Pine 10"PinePROP LEACHING GALLEYS (5) -- 10"Pine 7'- 12" HDPE REM -j.'-- (2)9 O. 8"Pine REM NO. 47 48 MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE OI GB STATION RIM ELEV. 224+97.3 11.5 RT 225*15.2 18.0 LT 94.10 INV. IN INV. OUT 94.29 (49)90.10 (49) 90.29 49 224+91.2 94.16 6.0 RT 0"008 (2)000906RS _SOUL 16 -Cedar ABAN PIPE REM (3)9"Birch 68x LPL 12"Oak 12"034 100 .11 "Pine (47) 90.06 (46) 89,86 REMARKS PV" VENT 18'Pine 10"Ook 9J ""-4,4 Pine 16"Oak -(141BOULDEK �t Jtil:.ec.. 1J„,;.J�:Iidl�1:Y' .., 1r\\"PTA Jl� 12"Odd, 9004'9. 1 (3)BOULDERS 0 -Oak 16"oak 22"P,na (2)9"008 RE.I .30"Dole RET UP RET 29 - 12" HDPE • MILLSTONE RD RECORD BL72� -- -_., _- - -•. L._ 22'- 12" HOPE- -- 7'-12"HOPE- �- - 10-0. HOU R&R UP (80> R&R GUY (80) 12 P*18 Q WV W RET RET ADJ 9"Dog 10"Oak RET UP 9"0ak f0"Oak . REM GUY (80) EDGE OF CLEARING (2)10"Oak (2)9"Ook •10"Oak (3)10" k I4 e RET UP GARDEN 9Oak 10"Oak 10'0ak RET Hl'D (3]34' 038 g"Oak ` t1' t1Oa 9"Oak 40Pine 11" 3k '.0"Ook 10" ok yi 10"Pine 14'Plne 10"Oak 10"Oak JF J - k ��g _• r J' 3� '�•E r� 901J�� k. EnrE OF -. r.?- M _- 9 Oa NO. 03 DER 4'-12"HDPE PROP LEACHING GALLEYS -(5) 10"Ook 0 9' 33 0"O0k 10"038 BOULDER 78"Pine 10' PROP LEAOHING 9" Oak GALLEYS (4) NO. TYPE 50 CB TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 66 OF 123 Rh00odenar3n 160, I�OCE OF CLEARING "Oo 0 p 10..0ok rY )12"Pin.. (.7)70"008 14 "Pi ne i MILLSTONE RD DRAINAGE STRUCTURE DATA 51 52 CB STATION RIM ELEV. INV. IN INV. OUT 227+00.2 97.55 11.5 RT 227+21.1 18.0 LT 227+10.2 8.1 RT (52) 93.55 REMARKS 98.27 98.07 (52)94.28 (51)94.07 (50) 93.47 MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE EX CB 64 CB 55 STATION RIM ELEV, 229+06,0 170 LT 229+07.9 11.5 RT 101.70 10279 INV. IN INV. OUT REMARKS (55) 97.70 REMODEL (55) 98.79 LG 228+99.1 6.0 RT 102 78 (53) 97.50 (54) 98.65 (2)y'008 'NG - MU LSTONE ROADI1 GALLECE r) IIFff MILLSTONE RD_CONST BL . _ (TOWN WAY - 50' WIDE). ABAN PIPE ( ?1) 10"Pine c"Pine H6"Pine 12"034, 12bak ?r, BOULDER 1 Rne 4"038 tic BOULDER 0ULDER REM .3, 11 P e 9"Oa5 10"Oak 11"Pine 9"Oak REM EDGE OF CLEARING 'Li . 8"038 BOULDER (2)10"Oak 14"0µ -14"G3k Mao 232 233 - M5LSTONERD RECORD BL. PC'+33.84 - - - _ -_ R&R TEL'" 1 • PED (90) 2.0ak MULCH AREA 9y-1 Wr r)r) "Oak LAWN -4'-12"HDPE k -r '>---' LAWN, -6, 14"Oak .21'O8k MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. 56 CB 57 231+50.2 109.51 11.5 RT CB 231+54.4 17.6 LT 58 LG 210.0 RT37*58.7 110.05 INV. IN INV. OUT 109.79 (56) 105.30 (57) 105.79 (58) 105.34 (58) 106.05 REMARKS 16"004 12"Oak 0 20 50 (4)9 -Cherry 100 SCALE: 1" = 20' 20 -Oak anr,-$ ;LUW z a One 12 Oak MULCH AREA R&R TEL _ _PED4BO) 20"Oak 12"Oak 42' - 12" HDPE-M. MBX REM FQ (.)1G"Ook G1 12"Pine 2+ 1"oak • RET RET UP (3)71"Ook ("pine 12`Ook REM p(pE 22.00 9' - 12"HDPE Ih 2 h j2"HDPE 26' - 12" HDPE X15 • 12" HDPE 9"oak -?G (fax• 9`MapIo VC VENT GARDEN :2)14"006 RET UP - - RET R&R TEL PED (B0) ---Y" - ,-.^ 14 Pine _ - 11"(:),, --(57ECO=ER5- -,t1 - - - „"Y„,„,,,,,,_;_,ry_,,,riYYs,,,, - 4 Gok roc„, 11"Oak 17"ak ff (2)12"Oak .11 -Oak 9 -Pine 12"Uak ,5"Oar 15"Ook N0. 59 60 61 62 63 64 65 671 MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE STATION RIM ELEV. INV. IN INV. OUT CB 234+34'9 19.5 LT 118.58 (65)114 58 234+52.1 CB 19.5 LT CS 234+34.9 11.5 RT 118.73 118.79 CB 211.5 RT34+52.1 DMH 215.D R34+39.T5 LB 233+86.8 19.8 RT LB 234+08.6 19,9 RT 11902 118.87 MILLSTONE ROAD 118.96 (63) ) 114.73 REMARKS (63) 114.79 (63) 115.02 (61) 114.77 (62) 114.77 (65)114.47 (60) 114.57 118.57 ieni r.e vi (64) 114.17 __ (TOWN WAY. 50' WIDE) ______ 12"Ook 56"Oak 0 11"Ook 20 50 I4"OOakz, Rhododendron 100 SCALE: 1" = 20' MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN 199.086 REMARKS 69 71 CB 220.40+005LT.2 112.66 LO 240+ .9 107.81 (69) 105.31 1 19.7 109T Cherry Cherry REr UP I Ur gg�bAr w (71) 108.86 0"Oak 14' (80) REr00 GU 'CG +9) 22 PE FpCf OF PROP LEACHING GALLEYS (4) -_-_- RET UP (PO) s - R21 - _-- 0"Oak '10`0ok G1-F'PA\79 OE 604E RET GUY (80) te;„, `046 MILLSTONE RD DRAINAGE STRUCTURE DATA N0. TYPE STATION RIM ELEV. INV. IN INV. OUT 72 CB 242+00.0 107.41 19.5 LT 73 CB 242+00.2 107.98 11.5 RT 241+99.8 (73) 103.91 74 LG 22.0 RT 108.16 (72) 103.20 REMARKS (74) 103.41 (74) 103.95 12"Pine 9"Pine 241 14"Pine 12"006 10"006 MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. 75 76 EX CB 221,2 L43+91T.2 • INV. IN INV. OUT REMARKS 104.77 244+12.3 CB 21.2 LT 77 CB 78 CB 70"Oak 104.74 243+96.1 11.5 RT 104.88 244+12.6 11.5 RT 104.83 (80)100.77 1 REMODEL (79) 100.74 (80) 100.88 (79) 100.83 11"Oak p 2C BOULDER 10`000 16"P'ne 10"Oak GARDEN ;a"P ne 13"O k (3)14- Ock EDGE OF-ELEARINC - - - �... - 12'0+6 �. _-____-__-_12 H - ----_-__ 23' DPE 36'-12"HDPE --- _ 75'-12'HOPE PT +48 24 2r.2 MILLSTONE RD CONST BL MILLSTONE 140 RECORD BL - - -_MILLSTONE R- OAD,_ 11"Ook . 3"049 .12"Ook -11"Ook I "11"Oa6 14'Oak R&R GUY (BO) BOULDER BOULDER 11"Pine 10"Pine 5' - 12" HDPE Fa RET",UP PROP LEACHING GALLEYS (5)-, T RET GUY F9 PZ -- '2 M2 1+ P,S"S - .16"Pure v`-ryr.r.e'r'ry T -'s ar • 9"Oak 17"Fine 20"Pi �e 22"P;ne 14 -Pine RET BOULDER d"Oak 1o12:1-IDPE i 9""O PinO - HDPE .2" 20' - EDGE OF CLEARING -EDGE Of CLEARING / y^eau 14"Ook 12"Oak 16"Ook 10"'0aw 16"P'ne 11 0./ 1"006 20 Oak L R&R UP (60) / 9Ook MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION - RIM ELEV. INV. IN INV. - OUT REMARKS 79 DWI 22443.0+0:1.8 105.40 (76) 100.40 (80) 100.30 (78) 100.70 - - (75) 100.50 eo LS 243+84.0 105.04 (77) 100.83 (81) 99,94 6.0 RT (79) 100.04 61 LB 243+62.6 6.0 RT 105.15 (80)99.75 RE,' 479)."-- REM PIPE -- 13' - 12"HDPE 9"006 10 Oak r RET HYD 11"0pk HEOGES�� 11"Ook O'Oak LA'M`1 - PROP LEACHING GALLEYS (4) TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 67 OF 123 5"GheP1 RET UP 7 Cherry -12)10 0+oak i2)y"OoK. •10 Oak GARDEN 11"Oak 14-00V 12"oak RET'J 1 (E0) RET GUY (130) - MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN 238+00.1 66 CB 116.62 11.5 LT 238*05.4 67 CB 118.28 11.5 RT 68 238+11.3 LG 6.0RT 116.35 (66) 112.27 (67) 112.20 INV. OUT REMARKS (68)112.51 1 (68) 112.28 9"Ook 11"Pine REM PIPE 0"Oak 10"Oak .14"Ook REM _ - � PIPE ( 42'-12"HDPE PIPE 0 m 8 U REMOO 013..12 -Pine I Iy6"0cu• y 11"Ook ,� Llpl RET UP a HORSESHOEPIT AD,/' (2)10.00k 11"Oak 10"Ook 245 11"Pine 9^0, RET UP .11"Pine 13"Pfne 1fi Pine R&R W/ SIDEWALK GUY (BO) REM 0 20 50 SCALE: 1" = 20' BOULDER 100 10 Oak 10"Pine (2 /I9...Ook ok k 0. 0e w0 z� F W z W 0 0) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 82 CB 247+00.2 11.5 LT 106.12 (83) 102.12 83 LG 218.47+01. 6LT0 107.33 (82) 102.08 STEVEN ASSESS RS'EM FAWN ROWURIO gDOk/PAcePAR0EE•ss/s 062/245 8 •(2)76"O Oh,- ak I LEON & AU7N/F A SSESSORSpM RIMN CERTIFIC.a ., IU PROP LEACHING GALLEYS (2 np Ook °17 "006 2'-12"HDPE BLEARING \ \ \ - - 74^ . GUY.%� RET LIP HepOES 'ne 70"P RETGUY KNIGHT (2)17)"oak SCALE: 1" = 20' 71"po 0 MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 84 GI 250+13.5 11.5 LT 108,05 (86)102.05 85 CB 250+13.0 14.9 RT 105.89 (87) 101.89 86 CB 250+00.5 19.2 LT 106.15 (84)101.50 (87)101.15 PROP FRAME & COVER 87 LG 22429:161_6+6 103.53 . (65)(66) 9998.3353 N /F MASSACHUSETTS COMMON EALTH DEPT OF ENVIORMENTAL MGM 0 NICKER50N STATE PARK ASSESDEED BOOK/PAGE L /7 9 6 6 541114/63/7966 8/157 PROP 5' - 6" DIP PROP 6X6 INCH TAPPING SLEEVE _ _ PRIORITY &ESTIMATED RARE SPECIES_ _ _ 3 Pine HABITATS OF INTO EXIST SERVICE LINE •9"Oak •1 12'- 10" DIP 10' - 12" HDPE PROP LEACHING GALLEYS (3) •(2)1 R&R HYD_ --- -- - •9"0371 •12"Pine - I �-- 9 Oak EDGE Of CLEARING 248 62 -15"Pine• _ 249- =_ _ _BOULDER_ - MILLSTONE ROAD -__-_ --_ (TOWN WAY -50'WIDE) SCE ur CLEARING (2)11 "Ok RO WA L RpCk i 10"Oak °'='144Obak GARDEN N/1' GARDEN •9..-akATON VLG DEVELOPMENT / 0 LUND EARM WAY CO INC ASSESSORS' MAP/PARCEL: 99/33 DEED BOOK/PAGE, N/A APRON GRAVEL DRIVE 0 BOULDE BOULDER GARDEN 24' Oak BOULDER BIT APRON GRAVEL DRIVE N/7 • 10"oak ON A. & DEBORA A- CARDINAL 474 MILLSTONE ROAD ASSESSORS' MAP/PARCEL: 99/35 DEED BOOK/PAGE, 20785/058 01761 al 2' Oak RET UP RET GUY BOULDER •26"Pine BOULDER •22"068 •9"Pine 13"Pine 12"Pine L PEG "Oak ---__ 6-ULDER--_ /SET pED ak• ° .e5• N. 2•pi.._ 0" Oak •14 h 4" Oak 0a N/F EATON VLLUNDV FARM WEAY CO INC L. ASSE DEEDS BOOK /PAGEN/A9/34 10"0071 010"0 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 68 OF 123 R&R WI SIDEWALK GUY (gQ) •20'3071 - RET UP 16"Pne QE5 5 1 75 c-Ot` 261 +3257 (2)I dv�adoden-y j11,•Oak COO - / -�GARDEI' I I I 1 --��hododendron • 26"Pine 0 zo zw 0 MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS. 88 CB 251+95,1 17.2 RT 105.04 (91) 101 04 89 GI 252+00.2 11,5 LT 105.60 (90) 103.10 90 CB 252+00.2 6.5 RT 105.21 (89) 102.70 (91) 101.21 PROP FRAME & COVER 252+05.3 (88)100.90 91 LG 22.2 RT 105.18 (90)101.00 K- --- --- -- •20., Ook 1 P - e100ok, - 79 +32-57 267V 1 -" 1 / „dodo no 0 �2)11.Ook ^GhertY ARpE14 `2)90° FtbR (2 g01 )1 i-�" 0 310"Pine 0"Pine MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 92 CB 253+45.3 17.4 RT 104.52 (93)100.52 93 LG 253+69.6 16:0 RT 103.56 (92)100.40 (2)1 0"Oak 11"Pine • s"n p0"pine 17 - BOULDER - EP .10"pine PROP LEACHING GALLEYS (3) PROP LEACHING GALLEYS (4) '-12"HOPE N £8 EDOETHE VLEPGESPARTSHI OCEAN MAP/ CET-' a9I AR 7hadodeedr on ASSESSORS OK �P AGE: N� PEED 80 B. LSE MENTAL PROP LEACHING GALLEYS (2) PRIORITY & ES11MATED HABITATS OF RARE SPECIES 11"Pine ° 11"Pine • •I6"Pine 12"Pine 20"0371• EDGE OF CLEARING\ 7' - 12" HDPE- RET HYD -" -PROP OVERFLOW OUTLET MILLSTONE RDGONST BL ` _ RET GUY -1 10'-12'HDPE _ RET UP_-_ _ I__ 4' - 12" HOPE - 21' -12" HDPE- - 50 - PCC +75.59 / /PROP FLUSH VGC; _ - 8" GRAVEL STRIP OF CLEARING "Bel BOULDER 76 _ SPR150 _ ROCK" 701 700 9"Pine 00 SCALE: 1" = 20' MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 94 CB 255+20.7 27.8 LT 103.39 (96) 98.65 96 LG 255+31.0 31.2 LT 106.40 (94) 98.40. 99 LB 254+12.2 27.0 RT 102.29 (247) 96.20 (100) 95.00 100 LB 254+02.1 26.3 RT 102.96 (99)94.95 JO IISP O P<� 1y�J lQ 7177- - MILL •1'3)17 -"Oak RD RECD �L 0770 PE -0 COLIN A. & jUl/F DFSECS DOS;PgPE A /19E"/D;;;; �e\ Sr- �� HF Ro AD Rrr1G Y -= ry7 0'60 RFrUa T -. @REwc7 Ayr DSESSR MIS avS RIZONE• ATl EEO 20 k/p, E, Ali,,,i, TRUST 79864% 943155 0 •70,prn76'00k • •1z P Pine ! •7 (2)7 G<G )04 FRS 0., 0 00 02 zI- 00 Um 0 MILLSTONE RD CONST BC 53 W o -25 y- �� PT+61 77 h MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN 102 103 258+50.0 11.5 LT 103.83 CB 258+50.0 4.7 LT 103.94 INV. OUT REMARKS (103) 98.64 (102) 98.60 (105) 98.72 PROP FRAME 8 COVER Z (z1t5"Oak £9 OVN e 11"Pine 1 gene (2)19.00k 12Tine •yg-,tee 104 105 258+50;0 16.3 RT 103.75 (105) 98.26 258+30.4 22.8 RT 102.43 14"Pine 10^Pine CULL „ itDcR ! 16"00'• POST 10" 12)BOULERS ,,( - RET UP (2)14"Q0' (2)BOULDERS Oak r f1 (2)BOULDERS ,Nine 0 20 50 SCALE: 1" = 20' (104) 98.20 (103) 98.43 11"0ok 20'Pine 0"Oak 10"Oak L1"Pine 9"Pine cp2 0"Oak 130 10"08k .(2)11"Pine _._ . 0"Pine _-_---- - _16Zrak e rli 4'- 10" DIP 25'-12"HDPE - MILLSTONE ROAD 1TOWN WAY -SO'Wag_. _ ._ __ - - 259 RET TEL PED RET UP T-12"HDPE 0"00k PROP LEASHING GALLEYS (3) -I 18 -Pine .10"Pin8 100 MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION i RIM ELEV. 263+88.3 f 118 GI [ 110.41 11.5 LT 119 CB 121 LG •I0 pone 263+88.2 INV. IN INV. OUT REMARKS (119) 106.41 25.8 LT l 111.31 263+68.0 127.59 7.0 LT (118) 106.31 (119)105.73 (121)107.31 PROP FRAME 6 COVER RET TEL peD ADJ GG .BO •(2)11"ak ilb711 "Pin e 9°Oak Fn r CLEAWNC•78"P;n= �. -T9- _ k (2)BOULDERS +f'L IS r3J1€ Ook - PROP LEACHING GALLEYS (5) - 23' - 12" HDPE 264 1 Ook � 7 < Oak • RET TEL PED MILLSTONE ROAD y!a '� �_ -- 7- _ (TOWN WAY -50'WIDE) -___ /� .. � .._.._ 6X. - ADEN .'5 HEDGES PORING 10"Ook ,12"Oak 1( 16"Oak y^Oak 14"Oak - RET UP RET GUY RET 7� pok...:16'Pine NO. 111 (2)11"Oak NO. TYPE MILLSTONE RD DRAINAGE STRUCTURE DATA 106 GI STATION RIM ELEV. INV. IN INV. OUT REMARKS 260+80.2 11.5 LT 107 GI 108 CB 109 CB 110 C8 260+94.2 11.5 LT 89.56 9951 260+87.5 89.67 5.6 LT 260+79.9 15.7 RT 260+93.9 15.7 RT / Z / / ` RET UP PROP LEACHING •10"Pine jg"Pine t4"oak / GALLEYS (5) RET TEL PED -,. 12"Oak 16"Pine J Ifr 12"Pine . 10"Pine .12"0+4 rr j� () �1 / -12"Oak 10"Odk 10"Pine ,W ( :(2)1,9 03ET "'4ine 10"Pine 12"Ook• 2 11" a� 9 C Bush \N. 15"Oak O RET O'Pice '.j?w-. IB'Pine 9"Oaks 1n"Floe f.2)12"Oak 11"P'ne L GARDEN \ 14"Ook -'••-•+- _ ^-'^"-A-• �1 a t.,�.. ^"Pn- c^^F nF CL(ARING 18 Pi S`10" DIP-_ - - 98.82 98.75 (106)97.00 (107) 9695 (108)97.06 (108)97.00 (112)94.82 (112)94.74 REM TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 69 OF 123 10'-12"HOPE 260 MILLSTONE RD- RECORD EA s f -GARDEN "Oak 10"09k .�l,ay RET c^p O , l 1rook • 72" WOODOakPOSJ w TYPE MILLSTONE RD DRAINAGE STRUCTURE DATA STATION LB 260+61.2 5.0 RT RIM ELEV. jI INV. IN 99.59 (112) 94.45 INV. OUT REMARKS 112 113 LB 260+77.2 5.1 RT (113)94.35 (108)96.70 99.50 (109)94.78 (110) 94.65 (111)94.55 LB 260+45.2 5.0 RT 11"Birch 9"Pine 99.85 (111)94.25 6"Oak 11"Qak (2)13"0ok (2)10 -Oak • 11 -Pine 11 -Pine 11"Oak (2)1"O0k GARDEN RET UP • (2 )10,",Oak •11"Pine 11"Pine EDGE OF CLEARING 0 0"Oak 2)11"Oak 20 50 r.p ,BOULDER 12" HDPE I RET UP 16"Oak RET GUY 14'004 .(2)11 Oak 12 P`n NO. TYPE -15' - 12" HDPE REM PIPE 6'-12" HDPEtt ),' 10' - 1220 ' HDPE 2 0"_ (2)10"Cok 9"Oak 12-po1. REM PIPE GARDEN `L' 1- REM PIPE REM -13' - 12" HOPE (2)11." 00' 122 c 100 SCALE: 1" = 20' 17"0ak 262 5'-12' HDPE RET UP" •E•-Ir'Sf Y- (V O Mopl z BOULDER 9"Pine if i4Pine GARDEN w 12"Oak'• 12"Ook ID"Oak , U GARDEN 9"Oak REM PIPE REM BOULDER _6. 111P'ne 10"Oak - -GARDENS 14"Pine DGE OF CLEARING MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV- OUT REMARKS 115 261+99.5 101.65 15.2 RT 116 117 262+08.6 102.36 11.5 LT 262+00.1 8.0 LT 102.05 (117) 97.65 (116)98.05 (115) 97.50 (117) 98.36 (3)16 Oak 10"0ok • (5)BUSH POND ROAD 18"Pine .�- F a 14"Oak m o D CUT WAY -VARIABLE WIDTH) 15 Z - -_ `c+ pc •32 _ .-- 9"Oak '10"Oak (2)10"6'ne 10"Oak g"Ook MILLSTONE RD DRAINAGE STRUCTURE DATA STATION RIM ELEV. (2)16"Pine INV. IN INV. OUT REMARKS 266+20.8 116.13 (124) 112.13 266+40.8 11.5 RT (126) 112:04 124 LB 266+29.9 6.0 RT 125 126 118.08 (122) 112.08 (125) 112.06 266+45.9 (123)112.00 LB 6.0 RT 116.09 (124) 112.00 LB 266+61.9 8.O RT 116.06 (125) 111.80 (126) 111.90 (2)10"Oak 9"Ook - AD) X5.4.9 7+ I / )BOULDERS r' (2),( PinR p e (2)77 "pok E7UP 14"Pine LL .(2)11"Pine 10"Pine (U 9"1%e j (�3 N3 t 0 (2-0.4 (2)2p GjOROp A s) -G OO k, ) lD ggOEN O. Z � 0 Os um DERS.(2)1 rme�E-( UP (2)9 008 12 Pine MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 269+50.0 118.70 (128)113.80 11.5 RT 128 LG 269+28.5 117.64 (127)113.64 20.5 RT 10"Pine 10"PI^e .11"0ak 16 -Pine _2"Pina 10"PIn- 12"Pine 14"Pine '1"008 perk RET UP 10"00k 12 Oa j'� q 271 270 ----- MILLSTONE �L-- N�`OW-"D1..._ (2)10"000 (2)10"pok (2)9"Cok0 1P(RET, n •. 10"Oak 10"zinc. 12 -Pine( 10"Ook R&R GUY 4"Pine (2110 Ook (B1 .4"P'.r.3 • �_ iy1:_-` -10' - 12" HIVE (2);0.008 10"00!' a RET TEL P ep 1, 9"00k• u 9"0ok o •12"Ook w CHING (3)9"Oak PROP LEA GALLEYS (3) __.�C;AROEN 10"001, 10"OoK (2)9"O0k CLEAR • 275 4,IBX HEDGES/ 11 -Pine GARDEN 16"0ak RET GUY (2)10"00669, 12"Pine O4C}' (2)15�O0k RET UP • 11"Ook 12.0ak 10"Oak 10'Pine (3)11"Oak "i21 C`'�` - - - -TS Pm (2)11'008 GARDEN •11"O0k EDGE OF CLEARING 9"Ook 16"Pine 9"Pine 9"P'ne J 9"Ook 2)10"Ook 1 k 0/ =- -- ADJWG. 272 2 2"008 16 2"Pine 12"Ook "9-Ook '2)9'Ook 10'008 • 8 Ook 10"Ook R&R UP (g0) 13;ine 10.108 J f2)-.9"Oak /- R&R GUY (BO) MILLSTONE RD CONST 4L 86.18 ----------------------------- • 8161,57 oRD RET TEL PED - 2"Ook 1FL FEU i6'Pine .-9' i+912"Gina 10"Pine RET PE 17"00" * - 9'Pine .12"P•ne - (2)M9X 10"Pine: 9"0ok' (2)10"Ook. NO. TYPE 31 GI EDGE OF CLEARING 12"008 •9"Ook 2'-10"DIP - MILLSTONE RD DRAINAGE STRUCTURE DATA STATION 2'78 RIM ELEV. i INV. IN INV. 0127 REMARKS 276+19.4 11.5 LT 132 CB 276+19.5 8.5 LT CB LG 276+19.7 11.5 RT 117.40 117.55 (131) 114.85 (132) 114.90 (134) 113.69 PROP FRAME & COVER 118.00 276+30.0 117.86 (133) 113.86 8.0 RT (132) 113.50 (134)114.00 6'008 RET TEL PED 8 S1 0 20 'A\ v • ADJIGG (80) 50 SCALE: 1"=20' 13"Pine 10 -Pine • EDGE OF CLEARING - 2)11"O0k (2)12 -Oak 12"Oa8 ARAN PIPE 11'008 • :12"Oak 7+ )01, ,GARDEN - 12" HDPE 277 MILLSTONE RD CONST BL - MILLSFQNE; RORECORD BL - --- PROP LEACHING GALLEYS (4) 10"Ook 11"Pine 6' - 12" HDPE (5)9"Oak (2)9"CW,• (3)10"Ook +(2)11"0ok (2)10"Oak GARDEN RET UP RET GUY (2)14"Oak 100 PROP LEACHNG GALLEYS (4) - (3),0"008 PT 184 81 3'00 -4 - 121 14DPE CE w 9.,,„„ S5.'4")\ y `EOGE OF CLEARIIyG TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 70 OF 123 9"Ook HEDGES MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION 129 CBDB 274+11.1 I 11.6 RT 27406.0 4.0 RT 130 LG (2)9"Oak 275 HFDCFS_,---'IR0 (2)445 RIM ELEV. INV. IN INV. OUT 120.12 1 (130) 116.12 120.25 (129) 115.90 REMARKS GARDEN (2; MILLSTONE RD DRAINAGE STRUCTURE DATA •(2)10-oak (4)11`Ook - 5'-12"HDPE --7'-12"HDPE 5-4 - 5' - 12" HDPE` REM 12" PIPE 14"Ook _ HEDGES HEDGES 13"00' 10`Ocrk REM 12" PIPE MILLSTONE RD DRAINAGE STRUCTURE DATA NO. J TYPE 142 LB STATION RIM ELEV. INV. IN INV. OUT REMARKS 278+33.3 0.0 116.58 (139) 111.80 (141) 112.44 12"0+V 0"Oak 11, 20 50 NO. TYPE STATION RIM ELEV. 138 EX CB 21783.0+1RT1.4 115.58 139 CB 140 LB 278+31.7 11.5 RT 115.76 INV. IN INV. OUT REMARKS 276+11.8 116.44 (138)111.35 0.0 (138) 111 d4 141 LB (140) 111.40 (140) 11158 REMODEL 276*22.6 116.49 (140) 112.30 0.0 100 SCALE: 1" = 20' (142)111.76 (141) 112.44 (142) 112.49 PROP 4' - 6" DIP = PROP 6X6 INCH TAPPING SLEEVE _ R&R HYD ,1 GALLEYS (4) ABAN PIPE INTO EXIST SERVICE LINE e. MILLSTONE ROAD (TOWN WAY. 50' WIDE) - PROP LEACHING 2 - 24'-12"HDPE - - 10•Pine 2'-12"HDPE 11"Ook 1..lJs ,r.,P ;4L.1.d(:ra .. 1,....JV `-'1- 'A 2LE,4R1.4'6- -4'- 10"DIP EOGE CLEARING Oak ,�!^�rti`i 9"Onk 10'10+8 1310,4,e,e 12'008OF (210"Oak 9"Ook A 10"Pine 12 Pine 10" D on RET UP RE'T GUY 22"Pine 12 Pine to n _ MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE 43 CO STATION RIM ELEV. INV. IN 280+10.1 117.31 18.5 RT 144 280110.1 117.24 11.5 LT 145 CI 280+05.0 6.0 LT 117.38 146 LG INV. OUT (146) 113.31 REMARKS (145) 114.74 (144)114.70 (146)114.60 279+99.2 1145) 114.55 8.0 LT 117.33 (143) 113.03 PROP FRAME .5 COVER 2( w. zs Ox uw 8 8 AN PIPE 10"+ ine 10% 13'Pine e 122Pine 11"Ook 15r.Pine 4. • EDGE OF CLEARING RET UP ---.- 9"Oak RET 9"Oak-e. 10"Pine. 0"Ch\. BOULDER - T2"Pk1e `Y WOOD POST GARDE 10"Pine 9'pine 9"OOk ry ) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION I RIM ELEV. INV. IN INV. OUT 147 14B 149 150 GI 283+91.2 i 118.24 11.5 LT I CB 283+91.2 5.9 LT CB 283+91.2 11.5 RT 118.36 118,63 LG 286.0 RT3+88.0 11858 (148)115.74 (147) 115.70 (150)114.24 (149) 114.36 (148) 114.12 REMARKS PROP FRAME &COVER (150)114.49 R&R GUY (BO) - R&R UP (BO); •15"Pine PROP CONDUIT & HH FOR • RISER RELO • 7282 MILLSTONE RD CONST BL 10"Ook cl GARDEN 9 -Pine CO W `0"Oak BOULDER 10"Pine qcr1� W 9"Pine ff ; 11 -Pine CC .,PFLIGHT V 10"O05 1 EOGEL OF CLEARING 15 "P�ne - 9"O0k 9'Pine 11"Pine * 12'Pine" * 20 -Pine O'oak 10"Oak 10"Ook 10'Pine.._1.n_P, MILLSTONE RD RECORD BL 283 --- - �--"- -- PRC +40 ABAN PIPE 2'- 12" HDPE - 12"Pine EDGE OF CLEARING 9"Oak O Oak 10"Pine 0 RET UP F.5 10Oak B ••.10"Ook F HEDGES (2)9"005 0"00TH • U V (2)11"Ook ai ti 7 MILLSTONE RD CONST BL RET UP RET GUY 10"008 •10 Pine 11-Ook 9"008 :71"nok 10"Oak 11 -Oak 288 PRC /97.51 (3)10"Ook 1 "Pine 12"Pine 18"eire •20"Pine 1,188- 12'•P Inn 10"Oak 10 Pine 1 "Oak R&R GUY (BO) R&R UP (BO); PRQS&RJJDUIT & HH FOR RISER RELO - 284 10' DIP • 285 -12"HDPE MILLSTONE ROAD _. .. (TOWN WAY - 68' WIDE) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT • 151 GI 217.+55L2.116 116.54 (153)114.04 152 GI 286+12.6 11.5 LT 116.64 286+02.7 (151)113.80 153 CB 6.0 RT 116.75 (152) 113.90 (155) 112.60 1 154 CB 285+92.6 11.5 RT ADJ ELEC BOX 11"Ook 116.67 T- (153) 114.14 (158) 112.20 (158)112.67 Ook RET HYD 12"Pine 1.0" Oak 10"Oak .12"pine 0 20 50 EDGE OF CLEARING J 40"Oak 10"Pine 14"Pine 100 SCALE: 1" = 20' �9y0a 288 11"Oak - PROP LEACHING GALLEYS (3) 10 -Pine NO. 155 12"Pine MBX 47"Pin REMARKS TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 71 OF 123 PROP FRAME & COVER ABAN PIPE (2)11:008 O'0*L 12"PS'e 5' - 12" HDPE 11'•Oak 5'-12'HDPE I MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS CB 286+ 11.5 RT12.7 156 LB 118.78 (153)112.78 285+64.6 5.9 RT 157 LB _i. 168 LB 285+75.3 5.8 RT 116.90 (157) 111.70 116.61 (158)111.90 (156)111.80. 2856.8V 118.78 (154)112.60 (157) 112.00 (153)112.10 9"005 `(2)14"006 - b1 PIPE_ -T r 12' HDPE - - _ 121-, 12" HDPE 7 . . Oak -y-kkWy 9',�ak 12'P'09 4' - 12" HDPE 3"Oak 11"Pine 9"Oak 10"Oak 10 -Pine 2"Ook. 11"Pine 10"Ook 9'Pine (2)10'008 (2)9;008 (2)9"Oa - - -1�q� 9"00 15' - 12' HDPE (2)93008 •9"Pine 0" pine RET HYO . --_ 13"Ook LL•�' _ .➢1k'isi �- PT +44.32 80 it"PI a 11'008 10 -Oak 16'008 9"0+4 9"Oak 9"Ook 9"0o8 10'008 RET UP (2)10"Oo8 20 50 9"Oak 12"Pine 100 SCALE: 1" = 20' (2)9"Oak 10"Pine (2)10"Ook MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION 159 CB 160 RIM ELEV. INV. IN INV. OUT REMARKS 290+20'1 113.25 11.5 LT CB 290+40.1 113.47 11.5 LT 161 162 CB CB 290+20.1 113.82 11.5 RT (164)109.25 OFFSET TOP 290+40.1 113.70 11.5 RT (165) 109.47 OFFSET TOP (163) 109.82 (163) 109.70 6 -i2 NDFE 14' - 12' HDPE MILLSTONE RD RECORD BL - 12' HDPE 1T-12"HDPE MILLSTONE ROAD LTOWN WAY -50'WIDE1 _- EDGE OF CLEARING . 9 -Oak 9"Ook * 11"oak 10"0ok 9 Oak 11"O0k 14"Pin NO. 163 (h5)O'Oak MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE STATION DMH 2905.5 LT+27,0 184 185 LB RIM ELEV. INV. IN INV. OUT I REMARKS 113.53 ((162)161(109. 109.5555 (185)109.40 290+19.4 113.21 22.9 LT 290+40.7 113.46 22.9 LT (159) 109.21 (165)108.90 (183) 109.20 (160) 109.40 85(998 10"Oak 10"Dak (164)109.10 11 "Ook .1"Dak GF- 9"Pine .i2"Pine OF c,•5". T' z FO /. - 292 P +C 15.85 9"0ak 11"Oak 8U RET UP RET GUY ADJ ADJ 10"001 •10"Pine 12"Pine 10"Pine 0 io gm ad on 28-OU-2023 2:12 PM 1• 17 Ook k 'Oak ata • ADJ 7. IpJ_, P+ 8'-12"HDPE-- 1O"00" MB `2)tc"Oak Y+Y"' -12"HDPE P r �4P cu NO. TYPE MILLSTONE RD DRAINAGE STRUCTURE DATA STATION RIM ELEV. 166 CB - r 167 CB 292+99.4 11.5 LT 293+19.4 11,5 LT 168 DMH 293+09.7 5.5 LT 169 CB .11 -Pine 292+99.4 11.5 RT RET GUY (3)i0"Oak g"P+e. RET UP 9'Pine .2D-12' c T - 12' HDPE 10 00k , � ,_ 13"Pine X2)10 00. �G� A�-�„ 112.76 112.75 INV. IN INV, OUT REMARKS (168) 108.76 (168) 108.75 (172)108.55 (171) 108.69 - ' EDGE 01 °LEA 10 0p7 12408 t0 Ptne ABAN PIPE :' - 12" HDPE -. �REM12"PIPE__ _- 3'- 12" HDPE G 5'- 12'HDPE 5' - 12" HDPE P.ne 9.Oak r0"Pine 10"Pine q^oak 11••pine 14.,„ 9^Pine 11"Pine 12"".e 20 50 11"0.-A4 BOOLDER RET UP 14"Pine 10'Ook SCALE: 1" = 20' 10"Pine 10" One MILLSTONE RDCONST BL 1"O0k 10"Oak NO._ 178 MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 110.85 I (181) 106.85 CB 299+35.3 11.5 RT 179 GI 299+35.0 11.5 LT 180 CB 299+34.9 6.0 LT 181 LG 297,4 LT9+26.6 110.58 (180)108.08 110 72 (179) 108.55 110.71 (178) 106.71 (180) 106.40 10 "Pine ="Dok 17"Pine (210"Oak (181) 106.44 PROP FRAME & COVER TONE R, _ COT BL 12'00k"EDGE OF CLEARMO B% 11'00', PROF, L GALLEYg 4Cl I G ry- 1/-0ak 7&0a7 - 17'-12"HDPE 70 -Pine 70'pok g Oak 4 - 12" HDPE 10-Ook . I` -•.x.73"0 k 11"Oak 9"Oak 12"Oak ABAN PIPE 10"O " 99"°" 9_ Qok 12 -Oak 2 NO. TYPE MILLSTONE RD DRAINAGE STRUCTURE DATA STATION RIM ELEV. I INV, IN 170 171 CB 293+19.4 11.5 RT 112.57 LI3 292+98.8 3.9 RT 172 173 INV. OUT REMARKS (173) 108.57 112.70 (169) 108.55 (172) 108.45 293+09.6 LB 112.70 4.0 RT LB 293+20.3 Rhododendron `(2)10"Ook 9"Oak• -9"Dok 11"0ak 4.0 RT 112.69 (188) 108.50 (173) 108.30 (171) 108.40 (170) 108.55 (172) 108.20 -(5)BU54 295 MILLSTONE RD RECORD. EL 11 -Oak Rhadodendron 15 "Pine 075 RET UP FRET GUY - (2)9"O0k • ak 7 4...'.......°U.-.Z. '. A _l, 77"Oak - -� � _ 15'-12"HDPE MBX MILLSTONE ROAD B'-10"DIP "- FCC 55139'`_' (TOWN WAY- 40' MOE) 't+ T-12"HDPE 300 _ - W � j'pUk -D RECORD -�J.- �! _•_ e7 i - j .� -t.. E e.' �•0;,,� r--\ g"0014 LSTONE R �cL�4R a:� 1..'r>' k 1 I 17"Oak EDGE -OF CLEARING (2)g"Oak •11"Pine BUSH PRC +69.85 11 "Pine Gk' 72 "Pin eF'O 10"Pine i 44P Ire .10"00k 1"006 9"0ok 11"0441 Q j 9"0o1 u RET WG PROP LEACHING GALLEYS (4) MILLSTONE ROAD -- 9' :,I2" FIDPE 9 Cedor 12"Ook • HEDGES 12"Pine F ', 8137 up BUSH SHRUB EDGE OF CLE\, 0 001. 3'-10"DIP TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 72 OF 123 (2)11"Ook 10"Ook 10"Pine 12"Dok 10"0ok 16"Pine 0• GAR044- '0"Oak MIL,LSJONE RD CONST BL - 12" HDPE 298 . 13X- • 9"Cedar BOULDER I,GL' 1, Pine MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV INV. IN 174 175 297+30.4 78.2 RT 111.55 0 176 CB 177 LG 297+37.9 11,6 LT 111.32 INV OUT REMARKS (177)107.55 (176) 108.82 297+38.0 111.55 (175) 108.78 (177) 107.55 5,6 LT 297+45.0 111.73 (174) 107.40 4.0 RT (176) 107.40 NO. JiTYPE STATION ' RIM ELEV. [ INV. IN 300+ 7 (184j 105.85 189 LB 7.1 LT84. 110.02 (188) 105.50 MILLSTONE RD DRAINAGE STRUCTURE DATA 711 INV. OUT REMARKS 6' - 12" HOPE - PROP LEACHING GALLEYS (3) ,1 k11"0.414 REM 12" PIPE 77Spruce '4 tfi"Pine 10.Ook 10 Pne 12"0014 12"Dok RET F)Y) 1110"p: 6 10 -Oak (2)9"oak (2)10"006 OO"Oak 1, Tom. 10:.0 GE OF CLEARING 1 _ � ) •' -2'-10"DIP - - -'` 7-72'3--''may-23 12' HDPE CA_RDEN MBX - GARDEN• GARDEN • _.9"Oak .i3"Dok 7 - • 10"Ook 12"Oak 0"Spruce IO"Pine •9"°0610"Pine 12"Oak• MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION + RIM ELEV. INV. IN INV. OUT 184 CB 300+97.0 109.95. (186)107.15 8.6 LT (185) 107.32 185 GI 186 I GI 18 LB REMARKS (189) 105.94 PROP FRAME & COVER 300+93.3 109.84 11.0 LT (184) 107.34 301+07.0 109.77 11.0 LT (184) 107.27 300+63.27.1 LT I 110.15 (189) 105.75 12"Pine 11"Oak 2)Rhododendron EDGE OF CLEARING FL&F GUY (50) a 10"Oak W 10 �tne �0 0Y PROP FRAME & COVER EDGE OF CLEARING'S ARDEN .01" 006 Oak 1T"ruce 9' GARDEN 2°SPruO.6"SPrace TONE P057 303 Y,- rcq-rwN X01 �. r �'Y' T 8( TEL 7 '-' Oak { 1 �; 1 t"Dok R&R TEL PED (1 10"Pine • g"0014 f4.Ci, 18 ' t8'Ptne g'"Oak 12"0ak R&R UP (BO) a" 03 R&R GUY (BO) 14'•006 ' a, 20 50 SCALE: 1" = 20' NO. 190 GARDEN 10 Pine rE7Ink 12-0, 70GE OF CLEARING 1.7 RET UP Pine 0"04.1 RET GUY Ram MILLSTONE RD DRAINAGE STRUCTURE DATA TYPE CB STATION RIM ELEV. 191 CB 192 I.0 GARDEN INV. IN INV. OUT REMARKS 302+21.0 110.53 11.5 LT 302+20.3 110.62 16.8 RT (192)106.53 (192) 106 62 REM 1 'GO DVIT,RaI "14 304+481 ��o�\ 200 LB 304+58.7 112.84 (197) 108.10 (199) 108.00 N MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 198 5.5 LT 112.65 (200) 10793 (198) 107.83 • REM 12" PIPE » (3)10"006 , 5 V1 GARDEN -iT-12"HDPE 10"Ovk 9"0°k 72"Ook 2' - 125 HDPE ;12'Oak / 9"Oak 12"Oo4 (2)BOULDERS (2)9"Oak `ARQ 3 R&R UP (BO) '.'Oak 304 5'-12"HDPE !B 5 - 12" HDPE )GE OF CLEARING 12"Ock 13"Pin• 5' - 12" I-IDPE 49- 305 MILLSTONE ROAD EOM WAY • 48 WIDE Y_ 000F Cr ,-LEARNS (2)10"O0k 9"Cok 10"Oak 11"Oak (3)9 -Oak 9"0ok ( i 70"Oak MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE 193 CB 194 CB STATION RIM ELEV. 304+68.8 11.5 LT 304+88.7 11.5 LT 197 DMH 304+69.0 5.4 LT 198 LB 304+37.4 5.4 LT 112.42 112.50 INV. IN INV. OUT REMARKS 112.88 112.72 (197)108.42 (197)108.50 (193) 108.40 (Z00)108.18 (194) 108.28 (199) 107.75 L_PL GARDEN -1040ak MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 201 TYPE CB 202 203 STATION RIM ELEV. INV. IN INV. OUT REMARKS 308+60.6 17.8 RT 308+60.5 11.5 LT CB 308+60.6 5.9 LT 204 LG 308+69.3 4.1 LT 11"Pine • GI 113.18 (204)108.08 112.92 113.08 113.01 11- k METAL POST 12^Pine 11.0° D" (2)1 Oak 16"Cak 12:0+k 12"05k ..11"0ok R&R UP (BO( 10 O k )0 Oak '11"Pine REF HYD $.'2)9"0°k 12"Ouk 1C•OaK . 2112"0°k .d.rk�l..•_. f •_I�I�( 4 L i _-- t .r �LEAgN� 4. 306 \ MILLSTONE RD RECORD BL 9"Cedar (2)SHRUB 2)BUSH 9"Oak 0 20 50 SCALE: 1" = 20' BOULDVR 11"00k v2)13"0\ `-EDGE OF CLEARING 100 R&R GUY (00) 12"Oak m0, RSA UP (Bb) ' ` z - 10" DIP (2)15"00k 24"Oak f It"D T:, I GARDENS GARDEN) Pc +-3(05 ' z t6"Piny v 0 9 Pinec 11 einea 5"Pine - 1refpor - +10 Pne .10"Pine BUSH BUSH .10"Oak E119.E or CLEARING 11-Ock 307 (203) 110.42 (202) 110.38 (204) 109.08 PROP FRAME 8 COVER (201) 107.90 -- - (203) 109.01 .---3 T0^15IP TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 73 OF 123 10 -Oak PROP LEACHING GALLEYS (2) 12- �Ine 10"P re PROP LEACHING GALLEYS 14) 10'•nak 16-094, _... �D••Ock �SI x�.�- MILLSTONE RD CONST BL _ 306 3' - 12" HDPE 20' - 12" HDPE yam•= - EDGE OF CLEARING 14"Pine 10"Oak IT lapel() 100Tupelo 11"Pine " 9"nine 10"Pine 2)9"9ok • I2"0°k.' (5)Rnododendron _�gx' LL_ 1- ao F:N W IIClA)g v/ (3)10"Oak ..� 11"Oak 10 Fal_ _,1971 4'-12"HDPE •(2)14"Pine 15'-1"HDPE --------373 _-- MILLSTONE ROAD 312 (TOWN WAY • 40 WIDE) ( "i'1oak' ' 1D�O�k 16"Oak 2'"12"HDPE' 9 P 12 Oak (2)13"0. k ,2'Oak - GARDEN hr� y-ro• . Z 10' 12" HDPE t0"OORET GUY g Ook 3'0 71"'nk TA .11"0,31- 15"004, MILLSTONE RD DRAINAGE STRUCTURE DATA Jp� NO. TYPE STATION RIM ELEV. INV. IN 208 EX CB 311+40.7RT 110.24 120 209 CB 311+511 110.23 11.5 RT INV. OUT REMARKS (210) 10624 PROP OFFSET 70P (210) 106.23 210 LB 311+84.2 110.64 (208)106.10 (211)106.54 5.1 RT (209) 106.20 211 LB 311+75.6 110.73 1 (210) 106.44 5.4 RT 11 Oak ti 12"Ook 4.EL x, :•1 tiro 10"Oak 20 0 Oak (2)24"0ak -(21090 g*v 307 A 0 (3)BUSH (3)Rhododendron NO. TYPE MBX GARDEN 12"Pine BUSH MILLSTONE RD DRAINAGE STRUCTURE DATA STATION RIM ELEV. INV. IN 205 GI 309+79.9 11.5 LT 112.08 INV. OUT Cell 4"Floe Oa , ; R&R,UP (BO) ; 5-12"HDPE (206) 109.58 309+79.8 206 CB 6.1 LT 112.10 (205) 109.55 (207) 108.10 207 LG 309+70.9 112.16 (206)108.00 8.2 LT REMARKS PROP FRAME 8 COVER R&R GUY (BO) - --2'-1D"DIP .Y LU �' (4)12"Oak wcc_ iI 10"Pine X12 I 01 1 9"Oak Z Y -2 t (3)77"Ook Q; J 1 W a <-'s • 2,14 DER '.3)1 ob RET HYD 9'Pine 10"Pine �\aC 12"P=na 10"Pine �P 70"Pin° C?' • (2)14 -Oak NIL 2 1 PRC +; 22' - 12" HDPE _ MILLSTONE RD DRAINA- GE STRUC- TURE DATA 040. TYPE STATION RIM ELEV. INV. IN INV. OUT REMA- RKS 212 CB 111 5 RT 110.88 (214)106.88 213 CB 214 313+915 11.7 LT DMH 215 216 DMH 313+80.1 12.0 LT 313+721 29.2 LT 110.75 110.74 (214)106.75 (212) 106.51 (215) 106.41 (213) 106.60 110.68 EX DMH 1 313+65.8 111.02 TIT; (214) 106.21 (216) 106.11 (215) 106.07 . R&R UP (BO) ok R&R GUY (BO) GA DEN RET TEL PEG RET 12" PIPE 50 100 SCALE: 1' = 20' 4"Oak 15' -12* HDPE 12"Ook 10"Pine 9"Pine 7' - 12" HDPE MILLSTONE RD RECORD BL MILLSTONE RD CONST BL 316 T 1t- 90ak (3)70"Ovk L C 2)17"Oak 9'Oak v 12"0o\ 11"00k U ,1 A7F� 70"Pine ABAN 12' PIPE 8 R&R GUY (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) 30"0Gk /EDGE OF CLEARING 2"Oak 9"Pin 12"Pine j"Oak the 't +d2.Gz 22LO0k 317 4'-10"DIP - - -_. 2' - 12" HDPE 231 GI 322+01.9 11.0 LT [232 01 11.0 LT 322+22.1 "SL�pry�4� P VZ/EVERSOURCE T • 16"Dok' ow REPLACE POLE (BO) FO' E.T. UP 10"Oak ' a R&R GUY (BO) -. At LO. CAREEN MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. (2)9"Oak 9"Oak 5'-12"HDPE EDGE OF pi_ 4RIN0 12" HOPE - 11"Pine USK 317+45.9 110.72 11.5 RT 317+45.9 110.47 11.5 LT 317+45.9 110.67 5.0 LT (218) 106.41 (219( 10620 (217) 106.70 INV. OUT (220) 106.72 (219) 106.48 (220)106.31 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION RIM ELEV. INV. IN 221 CB 318+943 109.45 11.5 RT 222 223 224 225 6'-12"HDPE= •9"O0k •12"Oak 9"0+, <- PROP LEACHING GALLEYS (3) •11"Pin • DMH 318+94.1 5.3 RT INV. OUT (222) 105.45 109.50 (223) 105.30 (230) 105.50 (221) 105.42 CB 319+14.3 109.53 11.5 RT GI 318+90.0 109.43 11.5 LT (222) 105.53 CB 316+942 109.48 6.3 LT H 3'0ok (225)105.43 (226)105.25 (230) 105.15 (224) 105.40 11 -Pine •11'Oek .11"Oak ) 9"Pine• 72"Pine RET HYD ¢' - 12' HDPE 5' - 12" HDPE ` 12"000�l •11' Ook 11 Opk // `..--- a2GE�Ge i., ..t�✓• 5'-12"HDPE i0"Oak 2'-10"DIP i4 ., MILLSTONE ONE TCO^(DONE RD CONSY BL 1i -T-10"DIP 20 MILLSTONE RD RECORD BL REMARKS PROP FRAME & COVER 0-4 MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE I STATION RIM ELEV. - INV. IN INV. OUT REMAR- KS 226 GI 319+14.0 199,37 I (2251 105.37 11.5 LT LB 318+62.6 5.5 LT 228 229 230 LB 1 318+73.2 LB 5.6 LT 109:62 (229) 104.80 109.54 318+83.9 5.7 LT 1 D'Pine REM PIPE -1 0"0°k 10"Pine 318 EDGE OF CLEARING •9"O0k 9"Ook< 9'Ook 109.50 (230) 104.90 (228) 104.90 (225)105.10 (228)105.00 (222) 105.35 •11 "Pine .(2)9"005 • 0k TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 74 OF 123 •65, 9"0ok ' "Oak „(2i)9"00K g I 5'-12"HDPE 18"Pine 16"Pine • 10' - 12" HDPE 2'- 12" HDPE 10"O0k 9'10ak 11"O0k 11"Pine MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION 236 GI 9. 323+20.9 110.05 (237)107.55 -- - N _ 11.0 LT 237 323+20.9 110.11 (236) 107.53 _-_- � W CB (239) 105.11 PROP FRAME &COVER t 0"Oak ) I ? ; 9`001(7.6 LT _ a - 1 323+20.7 '2 G 238 CB 16.7 RT 110.22 (239) 106.22 W W .9"0ak 323+19.9 (237) 108.00 PROP 3' - 6' DIP 11 -Pine • W�//'S. 11"o0k z 239 LG 6.0 RT 110.35 (238)106,101 (2 1"Ook Li (2)11"Oak 9 Oek {2)11"Oak a I3•Pine 1 • PROP 6X6 INCH TAPPING SLEEVE L{.: 2)„-o _ tt"Plne INTO EXIST SERVIC L,(NE 9"Oak 10 0°k 1�y) J (2�7G Cherry., 0 �_t� J d 7- 9'Pot, J ., �1'Qok �,JC s -'I` - -(1, m_ - - -'J. 7� yj1 �1T 10" Dl�j"Oak 11'P ne 2C"Pine (3)10'Onk 9,.0 ( -.111"Pine may'-ti^f'1* .1 � t • __Z7""52-4-4 °J`�'`�ti (3)1o"oak R&R HYD P - , _ �` 1' % 12..'.11...... ...-,) •' 70"Pine •10"Oa4 1 O'°k `C:. i - RIM ELEV. INV. 114 INV. OUT REMARKS 13"O0k 12"Pine • 12 -Pine _ 17'- 12" HDPE 9"Oak 10"Ook 0"Pine 10"Mk 9'Oak VZ/EVERSOURCE TO REPLACE POLE (BO) 9"004 0 20 0"004 50 • 1 100 SCALE: 1" = 20' / .. EDGE OT Gl1 AR1NG TSB Ct2" HOPE PROP CONDUIT & HH FOR RISER RELO R&R GUY (9o1 11 _PROP LEACHING GALLEYS (4) 2' - 10"DIP ILLSTONE RD CONST BL _ - MILLSTONE RD RECORD BL . .. 12"Ock . 11"0N< T - 12" HDPE 12"0ak EDGEDE-- .1 - , rP 3 �7. 1 1_ t 2'-10"DIP - 12" HDPE T +cam 11L 11"Lak •9"Da MILLSTONE RD DRAINAGE STRUCTURE DATA NO. I TYPE STATION RIM ELEV. INV. IN INV. OUT 109.28 109.19 REMARKS (233) 106.78 (233)106.69 233 CB 7.9 LT 322+02.1 109.44 ((223321))110060:752, . (234) 105.44 PROP FRAME & COVER M$L STONE ROAD 324 (TOWN WAY - 50' WIDE) EDGE OF CLEARING -12'Ook 11'GoI' 9 -Pine X10"Pine."finer 41'Pine 12"Ock RET GUY J 9-0°k 10"004 • 11 "Pine I 1 MILLSTONE RD DRAINAGE STRUCTURE DATA ' ' NO. ' TYPE STATION RIM ELEV. INV. IN INV. OUT REMARKS 234 LB 235 LB 1 321+92.1 109.51 7.4 LT 321+70.7 - 109.65 7.3 LT (233)105.35 (235)105.25 (234) 105.10 "P.17) 9"oak RET UP -y 3"Oak • RET GUY 11 Pine 0 20 EDGE OF CLEARING 11"00+ •14"Pin 50 9"Oak 9 -oak • ;11 -Pine •12"Pine 10"0 100 SCALE:1" =-20' 11"001, GARDEN • 3'- 10" DIP- 6'_12"HDPE (2)10'O0: 9"Fine 3)BUSH `\ RET GU` 3 Qok RET U 10"Oak PROP LEACHING GALLEYS (4) 9"Pine 4 8 9.008 g" 001 ;11- 06' 9 Oak 10"008 g" 00k MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPE STATION 240 241 RIM ELEV. INV. IN INV. OUT REMARKS GI 327+76.1 11.5 LT 110,90 CB 327+76.1 5.5LT 110.88 (241) 108,40 (240) 708.38 (243) 106.88 PROP FRAME 8 COVER 242 CB 327+76.1 18.7 RT 110.41 243 LG 327+80.0 4.O RT 111.00 (241) 106.60 (242) 106.30 (243) 106.41 (2)t1:000 (2)11"Ook 37.•008 ri 1"oon. :00E OF CLEARING 9-00V, :11•p'ne 12"Pine 10Oak 11"pp8 Pine GARDEN 2 0 (2),p 008 9.Pine (3)IBUS64 RET GUo"Ook RET UP PROP LEACHING GALLEYS l4) - pok ST AIRS Vin GARDEN- RET LPL RET GUY RET UP RET GUY E ROAD 329 -'' RING :9'008 EDGE OF CLEA 1"Oak 1Z"Ook 10 0p8 .0.000 .10"OaY ,9008 9' - 12' HDPE 11"70Y 0 11"0ok MILLSTONE RD DRAINAGE STRUCTURE DATA NO. TYPO STATION 244 CB 245 LG .00 r 0 0 330+02.3 30.0 LT 329+99.2 47.5 LT RIM ELEV. INV. IN INV. OUT REMARKS 109.06 (245) 162.10 105.93 (244) 101.93 RETC2iFL00DL1GHTS-- \ ! (518OULDERS ', DP LEACHING GALLEYS (21CAl DEN 1-2 �O tET LPL �`--�a TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 75 OF 123 o , Oti A- 4'3 ,O O /L `' .O°"t ry0 w_` 0J 0 k 1 0 0 hl 000 ,, .1. h.4 00 OC1 J 0 ,� O -wry, ry 9- 3 �tyl .0° p� r s 0�c t4 . P 009 *P o° ;O° y, :3' `,4//i e 4 .F e ON o° o ,o, ikEg' Q tr 4p �� Off' O / O� ___:6'-: O.,�Q\P PB�.1 O ftl .O° rt A 2 3 122. 0 20 50 100 SCALE 1" = 20' 14170.00 HD(UT).DWG 6 137 CA P E C O D RA I L T R A I L FREEMANS WAY CLIFF POND 124 CAPE COD BAY NICKERSON STATE PARK 6A MI L L S T O N E R O A D LENGTH OF PROJECT = 13,022 FEET = 2.466 MILES PROJECT END STA. 330+18.17 N 2734213.0978 E 1050775.1153 PROJECT BEGIN STA. 200+17.68 N 2745704.0369 E 1053236.7732 PROJECT LOCATION IN THE TOWN OF BARNSTABLE COUNTY MILLSTONE ROAD BREWSTER PLAN AND PROFILE OF 14 1 7 0 . 0 0 _ H D ( C O V ) . D W G 25 - O c t - 2 0 2 3 11 : 4 8 A M Pl o t t e d o n DESIGN DESIGNATION (MILLSTONE ROAD) DESIGN SPEED 35-40 MPH FUNCTIONAL CLASSIFICATION MINOR ARTERIAL INDEX SHEET NO.DESCRIPTION 01 TITLE SHEET & INDEX 02 LEGEND 03 ABBREVIATIONS & GENERAL NOTES 04 KEY PLAN 05 - 06 TYPICAL SECTIONS 07 CONSTRUCTION BASELINE TABLES 08 - 19 CONSTRUCTION PLANS 20 - 31 PROFILES 32 - 43 ALIGNMENT & GRADING PLANS 44 - 55 TRAFFIC PLANS 56 - 57 TRAFFIC SIGN SUMMARY SHEET 58 TRAFFIC SIGNAL DETAILS 59 - 63 TEMPORARY TRAFFIC CONTROL PLANS 64 - 75 UTILITY PLANS 76 LANDSCAPE PLAN & DETAILS 77 - 82 CONSTRUCTION DETAILS 83 - 123 CROSS SECTIONS 2000 SCALE: 1" = 2000' 0 4000 6000 8000 N NA D 8 3 TOWN OF BREWSTER MILLSTONE ROAD TITLE SHEET & INDEX SHEET 01 OF 123 TOWN OF BREWSTER PUBLIC WORKS DEPARTMENT DATE DESCRIPTION REV # CHECKED BY DRAWN BY DESIGNED BY ENGINEER SHEET OF 14170.00 14170.00_HD(COV) - 01 VHB CAD FILE NAMEDFTG CHECKED BY DATE APPROVED BY 01 JOB NO. DATE 123MLD DJM SJR SHK SJR OCTOBER, 2022 Vanasse Hangen Brustlin, Inc. 101 Walnut St., PO Box 9151 Watertown, MA 02472 617.924.1770 FAX 617.924.2286100% DESIGN THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 14 1 7 0 . 0 0 _ H D ( L E G ) . D W G 25 - O c t - 2 0 2 3 11 : 4 8 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD LEGEND SHEET 02 OF 123 GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE HAY BALES/SILT FENCE TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT TRAFFIC SYMBOLS EXISTING PROPOSED DESCRIPTION CONTROLLER PHASE ACTUATED TRAFFIC SIGNAL HEAD (SIZE AS NOTED) WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED) VIDEO DETECTION CAMERA MICROWAVE DETECTOR PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT VEHICULAR SIGNAL HEAD VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED) RAILROAD SIGNAL SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED) MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) HIGH MAST POLE OR TOWER SIGN AND POST SIGN AND POST (2 POSTS) MAST ARM WITH LUMINAIRE OPTICAL PRE-EMPTION DETECTOR CONTROL CABINET, GROUND MOUNTED CONTROL CABINET, POLE MOUNTED FLASHING BEACON CONTROL AND METER PEDESTAL LOAD CENTER ASSEMBLY PULL BOX 12"x12" (OR AS NOTED) ELECTRIC HANDHOLE 12"x24" (OR AS NOTED) TRAFFIC SIGNAL CONDUIT PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE STOP LINE CROSSWALK SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE LINE BROKEN YELLOW LINE DOTTED WHITE LINE DOTTED YELLOW LINE DOTTED WHITE LINE EXTENSION DOTTED YELLOW LINE EXTENSION DOUBLE WHITE LINE DOUBLE YELLOW LINE 20' 20' 1 M * RRSG DBYL DBWL BWL SWL CW ONLY SL DYLEx DWLEx DYL BYL DWL SYL JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM 14 1 7 0 . 0 0 _ H D ( L E G ) . D W G 25 - O c t - 2 0 2 3 11 : 4 8 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD ABBREVIATIONS & GENERAL NOTES SHEET 03 OF 123 UTILITY ABBREVIATIONS CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CIP CAST IRON PIPE CIT CHANGE IN TYPE CMP CORRUGATED METAL PIPE CSP CORRUGATED STEEL PIPE DI DROP INLET DIP DUCTILE IRON PIPE FES FLARED END SECTION F&C FRAME AND COVER F&G FRAME AND GRATE GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE HDW HEADWALL HYD HYDRANT INV INVERT LB LEACHING BASIN LG LEACHING GALLEY LPL LIGHT POLE MH MANHOLE MTR METER MW MONITORING WELL OHW OVERHEAD WIRE PED PEDESTAL PVC POLYVINYLCHLORIDE PIPE PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE SMH SEWER MANHOLE TSV&B TAPPING SLEEVE VALVE & BOX UP UTILITY POLE WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN TRAFFIC & SIGNAL ABBREVIATIONS AADT ANNUAL AVERAGE DAILY TRAFFIC CAB.CABINET CCVE CLOSED CIRCUIT VIDEO EQUIPMENT COND CONDUIT CW CROSS WALK DW STEADY DON'T WALK - PORTLAND ORANGE DHV DESIGN HOURLY VOLUME FDW FLASHING DON'T WALK FR FLASHING CIRCULAR RED FRL FLASHING RED LEFT ARROW FRR FLASHING RED RIGHT ARROW FY FLASHING CIRCULAR AMBER FYL FLASHING AMBER LEFT ARROW FYR FLASHING AMBER RIGHT ARROW G STEADY CIRCULAR GREEN GL STEADY GREEN LEFT ARROW GR STEADY GREEN RIGHT ARROW GSL STEADY GREEN SLASH LEFT ARROW GSR STEADY GREEN SLASH RIGHT ARROW GV STEADY GREEN VERTICAL ARROW HH HAND HOLE OL OVERLAP PB PULL BOX PED PEDESTRIAN PTZ PAN, TILE, ZOOM R STEADY CIRCULAR RED RL STEADY RED LEFT ARROW RR STEADY RED RIGHT ARROW SL STOP LINE T TRUCK % TS OR TR SIG TRAFFIC SIGNAL TSC TRAFFIC SIGNAL CONDUIT W STEADY WALK Y STEADY CIRCULAR AMBER YL STEADY AMBER LEFT ARROW GENERAL NOTES: 1.EXISTING CONDITIONS AND TOPOGRAPHICAL INFORMATION FROM AN ACTUAL FIELD SURVEY CONDUCTED BY J.M. O'REILLY IN JULY 2018. 2.THE HORIZONTAL CONTROL IS BASED ON THE MASSACHUSETTS MAINLAND STATE PLANE COORDINATE SYSTEM AND THE NATIONAL GEODETIC SURVEY (NAD83). ALL ELEVATION IS US FEET, REFERENCED TO THE NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88). 3.THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND GRADES IN THE FIELD BEFORE COMMENCING WORK AND PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5.DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE UP TO A DEPTH OF 5’ SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5’ WILL BE PAID UNDER CLASS B TRENCH EXCAVATION. 6.THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH PROPOSED UTILITIES. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. 7.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 8.THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK. 9.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 10.EXISTING UTILITY POLES WILL BE RELOCATED BY OTHERS IF REQUIRED. 11.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON APPROVAL OF THE ENGINEER. 12.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. 13.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). 14.JOINTS BETWEEN NEW ASPHALT CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. 15.AFTER MILLING OPERATIONS AND PRIOR TO PAVING THE SUPERPAVE INTERMEDIATE OR SURFACES COURSES THE ENGINEER SHALL EVALUATE THE MILLED SURFACE AND SHALL APPLY THE APPROPRIATE REPAIR METHOD IF REQUIRED. 16.ALL EXISTING STATE, COUNTY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOT GUARANTEED. 17.THE CONTRACTOR SHALL EXERCISE DUE CARE WHEN WORKING AROUND ALL PROPERTY BOUNDS WHICH ARE TO REMAIN. SHOULD ANY DAMAGE TO A BOUND RESULT FROM THE ACTIONS OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE THE BOUND REPLACED AND/OR REALIGNED BY A LICENSED PROFESSIONAL SURVEYOR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST. 18.DISPOSAL OF ALL SURPLUS MATERIAL SHALL BE AS APPROVED BY THE ENGINEER AND TOWN. 19.LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF 0.01 FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON THE PLANS. 20.THE CONTRACTOR SHALL COORDINATE THE NEW LOCATION OF ALL PRIVATE MAILBOXES THAT ARE TO BE REMOVED AND RESET WITH THE PROPERTY OWNER. 21.ALL ABANDONED UNDERGROUND PIPE SHALL BE CAPPED WITH A MASONRY PLUG AS INDICATED AND ABANDONED IN PLACE UNLESS NOTED OTHERWISE. GENERAL ABBREVIATIONS ABAN ABANDON ADJ ADJUST APPROX APPROXIMATE A.C.ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE BIT.BITUMINOUS BC BOTTOM OF CURB BD.BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR.BRIDGE CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CLF CHAIN LINK FENCE CL CENTERLINE CO.COUNTY CONC CONCRETE CONT CONTINUOUS / CONTINUED CONST CONSTRUCTION CR GR CROWN GRADE DIA DIAMETER DWY DRIVEWAY ELEV (or EL.)ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EQ EQUAL EXIST (or EX)EXISTING EXC EXCAVATION FDN.FOUNDATION FDP FULL DEPTH PAVEMENT FLDSTN FIELDSTONE GAR GARAGE GD GROUND GRAN GRANITE GRAV GRAVEL GRD GUARD HMA HOT MIX ASPHALT HOR HORIZONTAL HWY HIGHWAY JCT JUNCTION LOAM LOAM BORROW LSA LANDSCAPED AREA LT LEFT MAHWL MEAN AVERAGE HIGH WATER LINE MAX MAXIMUM MB MAILBOX MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM MOD MODIFIED MSE MECHANICALLY STABILIZED EARTH NERR NEW ENGLAND RAILROAD NIC NOT IN CONTRACT NO.NUMBER NTS NOT TO SCALE O.C.ON CENTER O.D.OUTSIDE DIAMETER P.G.L.PROFILE GRADE LINE PREV PREVIOUS/PREVIOUSLY PROJ PROJECT PROP PROPOSED PSB PLANTABLE SOIL BORROW PVMT PAVEMENT R&D REMOVE AND DISCARD R&R REMOVE AND RESET R&S REMOVE AND STACK RD ROAD RDWY ROADWAY REB REBUILD REM REMOVE REMOD REMODEL RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY RR RAILROAD RT RIGHT SB STONE BOUND SHLD SHOULDER SHLO/S.H.L.O.STATE HIGHWAY LAYOUT LINE ALIGNMENT & GRADING ABBREVIATIONS CC CENTER OF CURVE HP HIGH POINT I.T.INTERSECTION OF TANGENT LP LOW POINT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PNT POINT POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY ∠PT ANGLE POINT R RADIUS OF CURVATURE T TANGENT DISTANCE OF CURVE TAN TANGENT 25.45 SPOT ELEVATION PROFILE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE IN RATES OF GRADE HSD HORIZONTAL SIGHT DISTANCE K RATE OF VERTICAL CURVATURE L LENGTH OF CURVE PVC POINT OF VERTICAL CURVATURE PVCC POINT OF VERTICAL COMPOUND CURVATURE PVI POINT OF VERTICAL INTERSECTION PVRC POINT OF VERTICAL REVERSE CURVATURE PVT POINT OF VERTICAL TANGENCY SSD STOPPING SIGHT DISTANCE VC VERTICAL CURVE GENERAL ABBREVIATIONS (CONT) ST STREET STA STATION STD STANDARD SW SIDEWALK TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TRANS TRANSITION TRM TURF REINFORCING MAT TYP TYPICAL VAR VARIES VERT VERTICAL WCR WHEEL CHAIR RAMP WP WORKING POINT X-SECT CROSS SECTION 200 205 210 215 220 225 230 235 240 245 250 255 260 265 270 275 RO U T E 6 A CA P E C O D RA I L T R A I L KI N G P H I L L I P R O A D AN A W A N R O A D BL U E B E R R Y P O N D DR I V E HO B - N O B R O A D RE D F A W N R O A D JO E L O N G R O A D CL I F F P O N D RO A D PI L G R I M S W A Y LU N D F A R M W A Y AG A S S I Z S T R E E T SA N D P I P E R L A N E N NAD 83 08 64 09 65 10 66 11 67 12 68 13 69 14 70 08 64 09 65 10 66 11 67 12 68 13 69 14 70 PRO J E C T B E G I N STA 2 0 0 + 1 7 . 6 8 N 27 4 5 7 0 4 . 0 3 6 9 E 10 5 3 2 3 6 . 7 7 3 2 44 44 45 45 46 46 47 47 48 48 49 49 50 50 33 33 32 32 34 34 35 35 36 36 37 37 38 38 275 280 285 290 295 300 305 310 315 320 325 330 RO U T E 1 3 7 RU S S E L L P A T H CA R O L A N N D R I V E BAR O N S W A Y BEA C H P L U M L A N E CRI C K E T L A N E PR E L L C I R C L E MO S S L A N E N NA D 8 3 19 75 18 741773 16 72 15 71 18 74 17 73 14 70 15 71 16 72 PROJEC T E N D STA 330 + 1 8 . 1 7 N 273421 3 . 0 9 7 8 E 105077 5 . 1 1 5 3 50 51 51 52 52 53 53 54 54 55 38 39 39 40 40 41 41 42 42 43 14 1 7 0 . 0 0 _ H D ( K E Y ) . D W G 25 - O c t - 2 0 2 3 11 : 5 1 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD KEY PLAN SHEET 04 OF 123 LEGEND CONSTRUCTION PLANS UTILITY PLANS TRAFFIC PLANS ALIGNMENT & GRADING PLANS SHEET NUMBER # # # # # 5.5' 1.5' SHOULDER 11.0'11.0' EXIST ROW (40' TYP) 1.5' SHOULDER PAVEMENT NOTES PROPOSED FULL DEPTH PAVEMENT (TYPE 1) SURFACE: SUBBASE: BASE: PROPOSED PAVEMENT MILLING AND OVERLAY SURFACE: SUBBASE: PROPOSED HOT MIX ASPHALT WALK SURFACE: SUBBASE: PROPOSED HOT MIX ASPHALT DRIVEWAY SURFACE: GENERAL NOTES: 1.ALL HOT MIX ASPHALT PAVEMENTS SHALL BE PER LATEST EDITION OF SECTION 450 HOT MIX ASPHALT AND SECTION M3 ASPHALTIC MATERIALS. 2.ALL HMA FOR PATCHING, ASPHALT EMULSION FOR TACK COAT, AND HMA JOINT SEALANT SHALL BE APPLIED PER SECTION 450 AND M3. 3.HMA JOINT SEALANT (ITEM 453.) SHALL BE APPLIED IN SURFACE COURSE AT ALL VERTICAL COLD JOINTS PRIOR TO HMA PAVING. 4.ALL HOT MIX ASPHALT WALKS AND DRIVEWAYS SHALL BE ESTIMATED AND PAID FOR UNDER ITEM 702 OF STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 5.SURFACE PAVING TO BE COMPLETED AT THE END OF THE PROJECT AND AS DIRECTED WHEN IT CAN BE PLACED IN ITS ENTIRETY. 6.ALL FRAMES AND SERVICE BOXES SHALL BE ADJUSTED TO INTERMEDIATE COURSE AND ADJUSTED LEVEL WITH SURFACE COURSE PRIOR TO PAVING WITH HMA JOINT SEALANT. 7.WHERE EXISTING CROSS SLOPE EXCEEDS 6% USE A LEVELING COURSE TO REDUCE SLOPE TO 6%. PROPOSED CEMENT CONCRETE WHEELCHAIR RAMP SURFACE: 4"CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3 4", 610 SUBBASE: 8" GRAVEL BORROW, TYPE b NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L PROP GRANITE CURB MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5% MILLSTONE ROAD STA 200+00± TO STA 203+50± STA 209+00± TO STA 232+50± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP HMA BERM - TYPE A MODIFIED 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 237+50± TO STA 241+00± 5.0'11.0'11.0' EXIST ROW (40' TYP) NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 203+50± TO STA 209+00± STA 232+50± TO STA 237+50± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 241+00± TO STA 246+00± NTS MEET EXISTING 3.0' GRASS STRIP PROPOSED FULL DEPTH PAVEMENT (TYPE 2) - WIDTH LESS THAN 3 FEET SURFACE: SUBBASE: BASE: PROP HMA WALK PROP HMA WALK 5.0' 1.5' SHOULDER 11.0'11.0' EXIST ROW (40' TYP) 1.5' SHOULDER NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 246+00± TO STA 249+50± NTS PROP FULL DEPTH PVMT - TYPE 1 2.0' SIDEWALK PROP 4" LOAM & SEED 4.2% (TYP) 2:1 MAX MEET EXISTING 3.0' GRASS STRIP PROP HMA WALK 2:1 MAX 1 3/4"SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 2 1/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) MILLING:3"PAVEMENT MICROMILLING 3.5"SUPERPAVE BASE COURSE 25.0 (SBC-25.0) 1 3/4" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 1 3/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 6" CEMENT CONCRETE BASE COURSE 4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL BORROW, TYPE b 4" DENSE GRADED CRUSHED STONE OVER 8"GRAVEL BORROW, TYPE b 1 3/4" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 1 3/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 1 1/2" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER 2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 8" GRAVEL BORROW, TYPE b 1" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER 1 1/2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 8" GRAVEL BORROW, TYPE b PROPOSED SHELL DRIVEWAY SURFACE: 4"SHELLS SUBBASE: 8" GRAVEL BORROW, TYPE b PROPOSED GRAVEL DRIVEWAY SURFACE: 8" GRAVEL BORROW, TYPE b PROPOSED COBBLESTONE DRIVEWAY SURFACE: COBBLESTONES REMOVED AND RELAID, SET IN MORTAR SUBBASE: 8" GRAVEL BORROW, TYPE b PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED 1.5' SHOULDER1.5' SHOULDER PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED NTS 14 1 7 0 . 0 0 _ H D ( T Y P ) . D W G 25 - O c t - 2 0 2 3 11 : 5 1 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TYPICAL SECTIONS SHEET 05 OF 123 5.0' 1.5' SHOULDER 11.0'11.0' EXIST ROW (50' TYP) 1.5' SHOULDER NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 249+50± TO STA 259+50± NTS PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) SIDEWALK MATCH EXISTING MATCH EXISTING WIDTH VARIES GRASS STRIP 5.0' 1.5' SHOULDER 11.0'11.0' EXIST ROW (50' TYP) 1.5' SHOULDER SOUTHBOUND TRAVEL WAYNORTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 270+50± TO STA 276+00± STA 279+00± TO STA 292+00± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 325+00± TO STA 330+00± MEET EXISTING 3.0' GRASS STRIP MEET EXIST PROP 4" LOAM & SEED 1.5%* 2:1 MAX 5.0' SIDEWALK 3.0' GRASS STRIP PROP HMA WALK PROP HMA WALK PROP HMA WALK PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED 5.5' 1.5' SHOULDER 11.0'11.0' EXIST ROW (50' TYP) 1.5' SHOULDER SOUTHBOUND TRAVEL WAYNORTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 259+50± TO STA 270+50± STA 276+00± TO STA 279+00± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 292+00± TO STA 325+00± MEET EXISTING PROP HMA WALK PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED NTS NTS PROP GRANITE CURB 14 1 7 0 . 0 0 _ H D ( T Y P ) . D W G 25 - O c t - 2 0 2 3 11 : 5 1 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TYPICAL SECTIONS SHEET 06 OF 123 PC +64.6 3 PT + 0 9 . 6 8 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PU R I T A N (T O W N W A Y - 4 0 ' W I D E ) RO U T E 6 A (S T A T E H I G H W A Y - V A R I A B L E W I D T H ) MILLS T O N E R O A D (TOW N W A Y - 4 0 ' W I D E ) RET UP RET UP RET UP RET UP R&R U P & G U Y ( B O ) ; PRO P C O N D U I T & H H FOR R I S E R R E L O R&R U P ( B O ) RET RET HYD DR I V E 2 1 6 510 9 8 7 13 15 14' - 12" HDPE 3' - 12" HDPE 10' - 12" HDPE 10' - 12" HDPE REM RET 11 RET UP R&R G U Y ( B O ) RET RET RET RET LIMIT OF WORK STA 200+17.68 N 2745704.037 E 1053236.773 RET GUY RET UP MILLSTO N E R D C O N S T B L REM 12" PIPE REM 12" PIPE 200 201 202 203 204 205 17' - 12" HDPE RET GUY PC +25.16PT +09.68 N NAD 83 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 40' WIDE) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) R&R UP & GUY (BO); PROP CONDUIT & HH FOR RISER RELO R&R UP (BO) R&R UP (BO) R&R UP (BO) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO (BO) R&R UP (BO) R&R UP (BO ) R&R UP (BO) ADJ RET R&R HYD 13 15 14 12 18 19 22 21 24 35' - 12" HDPE 7' - 12" HDPE 5' - 12" HDPE 4' - 12" HDPE 4' - 12" HDPE 29' - 12" HDPE 19' - 12" HDPE 3' - 12" HDPE 22' - 12" HDPE 11 16 17 R&R GUY (BO) RET RET REM RET RET RET RET MILLSTONE RD CONST BL 205 206 207 208 209 210 26 2320 ABAN PIPE R&R GUY (BO) PROP LEACHING GALLEYS (3) PROP LEACHING GALLEYS (13) PROP 6X6 INCH TAPPING SLEEVE INTO SERVICE LINE PROP 5' - 6" DIP R&R W/ SIDEWALK GUY (BO) 255' - 12" HDPE 190' - 12" HDPE MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 1 2 TYPE CB LB STATION 200+49.6 13.5 LT 200+51.2 32.6 LT RIM ELEV. 44.33 42.46 INV. IN (1) 38.00 INV. OUT (2) 38.30 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 5 6 7 8 9 TYPE CB CB EX CB LB LB STATION 202+53.7 5.9 RT 202+53.6 11.5 RT 202+74.2 11.5 RT 202+13.0 6.3 RT 202+29.4 6.6 RT RIM ELEV. 44.55 44.37 44.53 45.05 44.91 INV. IN (7) 39.98 (9) 39.51 (10) 39.80 INV. OUT (10) 40.09 (10) 40.17 (5) 40.37 (8) 39.59 REMARKS PROP FRAME & COVER REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 11 12 13 14 15 TYPE EX CB CB CB CB DMH STATION 205+45.5 14.5 LT 205+56.9 14.5 LT 205+44.2 11.5 RT 205+56.9 11.5 RT 205+50.9 6.2 RT RIM ELEV. 48.88 48.86 49.04 49.00 49.25 INV. IN (13) 44.93 (14) 44.90 INV. OUT (16) 44.60 (16) 43.87 (15) 44.97 (15) 44.94 (17) 43.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 16 17 TYPE EX DMH EX DMH STATION 205+55.0 25.0 LT 205+73.3 23.7 LT RIM ELEV. 48.97 46.45 INV. IN (12) 43.80 (11) 44.42 (15) 42.45 INV. OUT REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 21 22 23 TYPE CB CB LG STATION 208+49.9 15.9 LT 208+49.9 11.5 RT 208+44.6 16.2 RT RIM ELEV. 55.17 55.23 56.00 INV. IN (25) 49.70 (21) 49.90 INV. OUT (25) 50.20 (25) 51.23 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 10 TYPE LB STATION 202+45.5 6.3 RT RIM ELEV. 44.76 INV. IN (5) 40.01 (6) 39.69 INV. OUT (9) 39.88 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 18 19 20 TYPE CB CB LG STATION 207+00.5 11.5 RT 207+02.9 15.4 LT 206+93.3 15.7 RT RIM ELEV. 51.89 51.70 51.79 INV. IN (18) 47.79 (19) 46.79 INV. OUT (20) 47.89 (20) 47.70 REMARKS CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 4 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 65 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 64 OF 123 CO N T I N U E D AB O V E PC +52.58PT +85.27 N NAD 83 20 SCALE: 1" = 20' 0 50 100 HE N R Y ' S R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) R&R UP (BO) R&R UP (BO) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO RET VZ/EVERSOURCE TO REPLACE POLE (BO) R&R HYD RET RET 24 28 27 30 22' - 12" HDPE 20' - 12" HDPE 6' - 12" HDPE 18' - 12" HDPE ADJ ADJ ADJ RET MILLSTONE RD CONST BL210 211 212 213 214 215 216 37 32 29 26 PROP LEACHING GALLEYS (5) PROP LEACHING GALLEYS (5) PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 4'-6" DIP PROP GUY (BO) 190' - 12" HDPE 200' - 12" HDPE PRC +79.92 PRC +37.55 N NAD 83 20 SCALE: 1" = 20' 0 50 100 KI N G P H I L I P R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO PROP DMH; BUILD OVER EXIST PIPE RET CB; ADD F&C R&R UP (BO) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO R&R UP (BO) RET HYD ADJ WG R&R UP (BO) RET 34 35 36 33 38 39 41 42 13' - 12" HDPE 6' - 12" HDPE 20' - 12" HDPE 3' - 12" HDPE 30' - 12" HDPE 6' - 12" HDPE ADJ R&R GUY (BO) RET ABAN REM RET REM REM R&R GUY (BO) RET WG MILLSTONE RD CONST BL ABAN PIPE ABAN PIPE RET PIPE216 217 218 219 220 221 222 4340 37 PROP LEACHING GALLEYS (5) PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (4) RET ELEC MTR MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 24 26 TYPE CB DMH STATION 210+49.0 17.3 LT 210+38.6 6.2 RT RIM ELEV. 59.95 59.66 INV. IN (24) 55.88 (29) 55.80 INV. OUT (26) 55.95 (25) 55.44 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 27 28 29 TYPE CB CB DMH STATION 212+50.0 16.6 LT 212+50.3 11.5 RT 212+41.7 6.1 RT RIM ELEV. 65.36 65.32 65.08 INV. IN (28) 60.94 (27) 60.94 INV. OUT (29) 61.36 (29) 61.04 (26) 60.05 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 30 32 TYPE CB LG STATION 214+49.6 16.0 LT 214+43.6 6.0 RT RIM ELEV. 75.82 76.62 INV. IN (30) 71.62 INV. OUT (32) 71.82 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 33 34 35 36 37 TYPE EX CB CB DMH EX CB LG STATION 216+43.9 16.1 LT 216+49.3 11.5 RT 216+48.5 18.5 RT 216+58.4 18.4 RT 216+41.8 6.1 RT RIM ELEV. 81.20 81.73 82.31 85.41 81.62 INV. IN (36) 76.60 (33) 76.80 (35) 76.30 (34) 77.62 INV. OUT (36) 77.20 (37) 77.73 (37) 76.50 (35) 76.70 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 38 39 40 TYPE CB CB LG STATION 218+60.2 11.5 RT 218+66.9 15.4 LT 218+54.6 6.0 RT RIM ELEV. 86.38 86.16 86.23 INV. IN (38) 82.23 (39) 82.05 INV. OUT (40) 82.28 (40) 82.16 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 41 42 43 TYPE CB CB LG STATION 220+35.7 15.5 LT 220+57.1 11.5 RT 220+48.1 15.5 RT RIM ELEV. 87.34 87.69 88.16 INV. IN (41) 83.16 (42) 83.56 INV. OUT (43) 83.34 (43) 83.69 REMARKS CO N T I N U E D O N SH E E T N O . 64 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 66 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 65 OF 123 CO N T I N U E D AB O V E PC +85.43 PT +79.15 PT +98.82 N NAD 83 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 40' W I D E ) BL U E B E R R Y PO N D D R I V E PROP CONDUIT & HH FOR SERVICE RELO RET R&R UP (BO) R&R UP (BO) RET UP RET 45 47 48 50 51 6' - 12" HDPE 29' - 12" HDPE 4' - 12" HDPE 22' - 12" HDPE 7' - 12" HDPE R&R GUY (BO) REM REM R&R GUY (BO)RET TEL P E D MILLSTONE RD CONST BL ABAN PIPE 222 223 224 225 226 227 228 52 49 46 PROP LEACHING GALLEYS (4) PROP LEACHING GALLE Y S ( 5 ) PROP LEA C H I N G GALLEYS ( 4 ) RET ELEC MTR R&R GUY (BO) PC +33.84 PT +98.82 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D (P R I V A T E W A Y - 4 0 ' W I D E ) AN A W A N R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO RET UP RET UP R&R TEL PED (BO) DR I V E 54 53 56 57 64 20' - 12" HDPE 7' - 12" HDPE 22' - 12" HDPE 4' - 12" HDPE REM RET REM REM ADJ RET RET RET HYD REM GUY (BO) MILLSTONE RD CONST BLREM PIPE ABAN PIPE 228 229 230 231 232 233 58 55 PROP LEACHING GALLEYS (5) PROP LEACHING GALLEYS (5) R&R GUY (BO) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 45 46 TYPE CB LG STATION 223+00.8 17.6 LT 223+02.8 7.7 LT RIM ELEV. 90.84 106.74 INV. IN (45) 86.76 INV. OUT (46) 86.84 REMARKS (46) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 47 48 49 TYPE CB CB LG STATION 224+97.3 11.5 RT 225+15.2 18.0 LT 224+91.2 6.0 RT RIM ELEV. 94.10 94.29 94.16 INV. IN (47) 90.06 (48) 89.86 INV. OUT (49) 90.10 (49) 90.29 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 50 51 52 TYPE CB CB LG STATION 227+00.2 11.5 RT 227+21.1 18.0 LT 227+10.2 8.1 RT RIM ELEV. 97.55 98.27 98.07 INV. IN (51) 94.07 (50) 93.47 INV. OUT (52) 93.55 (52) 94.28 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 53 54 55 TYPE EX CB CB LG STATION 229+06.0 17.0 LT 229+07.9 11.5 RT 228+99.1 6.0 RT RIM ELEV. 101.70 102.79 102.78 INV. IN (53) 97.50 (54) 98.65 INV. OUT (55) 97.70 (55) 98.79 REMARKS REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 56 57 58 TYPE CB CB LG STATION 231+50.2 11.5 RT 231+54.4 17.6 LT 231+58.1 10.0 RT RIM ELEV. 109.51 110.05 109.79 INV. IN (56) 105.30 (57) 105.79 INV. OUT (58) 105.34 (58) 106.05 REMARKS CO N T I N U E D O N SH E E T N O . 65 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 7 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 67 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 66 OF 123 CO N T I N U E D AB O V E N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D (P R I V A T E W A Y - 4 0 ' W I D E ) SA N D P I P E R (P R I V A T E W A Y - 4 0 ' W I D E ) HO B N O B R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP RET UP R&R UP (BO) RET UP (BO) RET RET R&R TEL PED (BO) R&R TEL PE D ( B O ) RET UP DR I V E LA N E 6165 64 59 60 62 63 66 67 42' - 12" HDPE 33' - 12" HDPE 26' - 12" HDPE 9' - 12" HDPE 17' - 12" HDPE 3' - 12" HDPE 6' - 12" HDPE REM RET GUY (BO) RET HYD MILLSTON E R D C O N S T B L REM PIPE 2' - 12" HDPE 68 PROP LEACH I N G GALLEYS (4) 15' - 12" HDPE R&R GUY (BO ) PC +70.77 PT +48.24 PCC +61.22 N NAD 83 20 SCALE: 1" = 20' 0 50 100(P R I V A T E W A Y - 4 0 ' W I D E ) PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) FA W N R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP (BO) RET UP (BO) RET UP RET UP RET UP RET UP RET RE D 69 73 72 77 75 80 81 79 78 76 6' - 12" HDPE 36' - 12" HDPE 5' - 12" HDPE 23' - 12" HDPE 42' - 12" HDPE 13' - 12" HDPE 20' - 12" HDPE 8' - 12" HDPERET GU Y (BO) RET GUY (BO) REM REM R&R W/ SIDEWALK GUY (BO) ADJ REMOD MILLSTONE RD CONST BL REM PIPE REM PIPE REM PIPE 240 241 242 243 244 245 71 74 15' - 12" HDPE PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (5) REM PIPE RET GUY RET UP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 59 60 61 62 63 64 65 TYPE CB CB CB CB DMH LB LB STATION 234+34.9 19.5 LT 234+52.1 19.5 LT 234+34.9 11.5 RT 234+52.1 11.5 RT 234+39.5 15.0 RT 233+86.8 19.8 RT 234+08.6 19.9 RT RIM ELEV. 118.58 118.73 118.79 119.02 118.87 118.96 118.57 INV. IN (61) 114.77 (62) 114.77 (60) 114.57 (65) 114.06 (63) 114.27 (59) 114.27 INV. OUT (65) 114.58 (63) 114.73 (63) 114.79 (63) 115.02 (65) 114.47 (64) 114.17 REMARKS (63) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 66 67 68 TYPE CB CB LG STATION 238+00.1 11.5 LT 238+05.4 11.5 RT 238+11.3 6.0 RT RIM ELEV. 116.62 116.28 116.35 INV. IN (66) 112.27 (67) 112.20 INV. OUT (68) 112.51 (68) 112.28 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 69 71 TYPE CB LG STATION 240+00.2 20.5 LT 240+09.9 19.7 LT RIM ELEV. 112.86 107.81 INV. IN (69) 105.31 INV. OUT (71) 108.86 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 72 73 74 TYPE CB CB LG STATION 242+00.0 19.5 LT 242+00.2 11.5 RT 241+99.8 22.0 RT RIM ELEV. 107.41 107.98 108.16 INV. IN (73) 103.91 (72) 103.20 INV. OUT (74) 103.41 (74) 103.95 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 75 76 77 78 TYPE EX CB CB CB CB STATION 243+91.2 21.2 LT 244+12.3 21.2 LT 243+96.1 11.5 RT 244+12.6 11.5 RT RIM ELEV. 104.77 104.74 104.88 104.83 INV. IN INV. OUT (80) 100.77 (79) 100.74 (80) 100.88 (79) 100.83 REMARKS REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 79 80 81 TYPE DMH LB LB STATION 244+00.8 23.8 RT 243+84.0 6.0 RT 243+62.6 6.0 RT RIM ELEV. 105.40 105.04 105.15 INV. IN (76) 100.40 (78) 100.70 (75) 100.50 (77) 100.83 (79) 100.04 (80) 99.75 INV. OUT (80) 100.30 (81) 99.94 REMARKS CO N T I N U E D O N SH E E T N O . 66 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 68 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 67 OF 123 CO N T I N U E D AB O V E N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) F A R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R HYD ADJ RET UP RET UP RET UP LU N D 82 86 84 85 2' - 12" HDPE 41' - 12" HDPE 12' - 10" DIP 10' - 12" HDPE AD J RET GUY RET MILLSTO N E R D C O N S T B L 246 247 248 249 250 251 83 87 PROP LE A C H I N G G A L L E Y S ( 2 ) PROP LEACHING GA L L E Y S ( 3 ) PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 5' - 6" DIP RET U P R&R W/ SID E W A L K GUY (BO) RET GUY PC +58 . 9 8 PCC +75.59 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 JOE (PR I V A T E W A Y - 4 0 ' W I D E ) MILL S T O N E R O A D (TOW N W A Y - 5 0 ' W I D E ) 100101 101100 RET HYD RET RET UP RET UP RET U P LO N G R O A D RET RET 90 89 88 92 100 99 96 94 7' - 12" HDPE 12' - 12" HDPE 15' - 10" DIP 10' - 12" HDPE 4' - 12" HDPE 21' - 12" HDPE 7' - 12" HDPE RET RET GUY REM G U Y MILLSTONE RD C O N S T B L 251 252 253 254 255 256 257 91 93 PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (3) R&R W/ S I D E W A L K R&R W / S I D E W A L K GUY (B O ) PRO P P U S H BRA C E ( B O ) PROP LEACHING GALLEYS (2) PROP FLUSH VGC; 8" GRAVEL STRIP PROP OVERFLOW OUTLET MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 82 83 TYPE CB LG STATION 247+00.2 11.5 LT 247+01.0 18.6 LT RIM ELEV. 106.12 107.33 INV. IN (82) 102.08 INV. OUT (83) 102.12 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 84 85 86 87 TYPE GI CB CB LG STATION 250+13.5 11.5 LT 250+13.0 14.9 RT 250+00.5 19.2 LT 249+86.6 22.1 LT RIM ELEV. 106.05 105.89 106.15 103.53 INV. IN (84) 101.50 (86) 98.53 (85) 99.33 INV. OUT (86) 102.05 (87) 101.89 (87) 101.15 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 88 89 90 91 TYPE CB GI CB LG STATION 251+95.1 17.2 RT 252+00.2 11.5 LT 252+00.2 6.5 RT 252+05.3 22.2 RT RIM ELEV. 105.04 105.60 105.21 105.18 INV. IN (89) 102.70 (88) 100.90 (90) 101.00 INV. OUT (91) 101.04 (90) 103.10 (91) 101.21 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 92 93 TYPE CB LG STATION 253+45.3 17.4 RT 253+69.6 16.0 RT RIM ELEV. 104.52 103.56 INV. IN (92) 100.40 INV. OUT (93) 100.52 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 94 96 99 100 TYPE CB LG LB LB STATION 255+20.7 27.8 LT 255+31.0 31.2 LT 254+12.2 27.0 RT 254+02.1 26.3 RT RIM ELEV. 103.39 106.40 102.29 102.96 INV. IN (94) 98.40 (247) 96.20 (99) 94.95 INV. OUT (96) 98.65 (100) 95.00 REMARKS CO N T I N U E D O N SH E E T N O . 67 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 31 - O c t - 2 0 2 3 1: 3 2 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 69 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 68 OF 123 CO N T I N U E D AB O V E PROP RAIN GARDEN PC +51.93 PT +61.77 N NAD 83 20 SCALE: 1" = 20' 0 50 100 FE R N L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP RET UP RET UP RET UP RET TEL PED RET RET RET 103 102 109 111 112 113 110 108 106 107 115 1164' - 10" DIP 25' - 12" HDPE 7' - 12" HDPE 6' - 10" DIP 5' - 10" DIP10' - 12" HDPE 10' - 12" HDPE 6' - 12" HDPE 15' - 12" HDPE 13' - 12" HDPE 17' - 12" HDPE 5' - 12" HDPE REM REM REM RET HYD RET WG RET LPL RET TEL PED MILLSTONE RD CONST BL REM PIPE REM PIPE REM PIPE 257 258 259 260 261 262 263 104 105 117 PROP LEACHING GALLEYS (3) PROP LEACHING GALLEYS (5) REM PIPE PC +32.8 5 PT +13.4 2 PCC + 3 5 . 4 9 N NAD 83 20 SCALE: 1" = 20' 0 50 100 AG A S S I Z S T R E E T (P R I V A T E W A Y - 4 0 ' W I D E ) CLIFF POND ROA D (TOWN WAY - VA R I A B L E W I D T H ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) ADJ RET UP ADJ RET UP RET U P RET UP RET RET TEL PED 118 119 122 124 125 123 126 11' - 10" DIP 23' - 12" HDPE 6' - 12" HDPE 10' - 12" HDPE 10' - 12" HDPE 2' - 12" HDPE RET LPL RET TEL P E D RET GUY RET TEL PED RET MILLSTONE RD C O N S T B L 263 264 265 266 267 268 269 128 121 PROP LEACHING GALLEYS (5) PRO P L E A C H I N G GAL L E Y S ( 3 ) ADJ GG (BO) RET GUY MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 115 116 117 TYPE CB CB LG STATION 261+99.5 15.2 RT 262+08.6 11.5 LT 262+00.1 8.0 LT RIM ELEV. 101.65 102.36 102.05 INV. IN (116) 98.05 (115) 97.50 INV. OUT (117) 97.65 (117) 98.36 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 102 103 104 105 TYPE GI CB CB LG STATION 258+50.0 11.5 LT 258+50.0 4.7 LT 258+50.0 16.3 RT 258+30.4 22.8 RT RIM ELEV. 103.83 103.94 103.75 102.43 INV. IN (102) 98.60 (104) 98.20 (103) 98.43 INV. OUT (103) 98.64 (105) 98.72 (105) 98.26 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 106 107 108 109 110 TYPE GI GI CB CB CB STATION 260+80.2 11.5 LT 260+94.2 11.5 LT 260+87.5 5.6 LT 260+79.9 15.7 RT 260+93.9 15.7 RT RIM ELEV. 99.56 99.51 99.67 98.82 98.75 INV. IN (106) 97.00 (107) 96.95 INV. OUT (108) 97.06 (108) 97.00 (112) 96.85 (112) 94.82 (112) 94.74 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 111 112 113 TYPE LB LB LB STATION 260+61.2 5.0 RT 260+77.2 5.1 RT 260+45.2 5.0 RT RIM ELEV. 99.59 99.50 99.85 INV. IN (112) 94.45 (108) 96.70 (109) 94.78 (110) 94.65 (111) 94.25 INV. OUT (113) 94.35 (111) 94.55 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 118 119 121 TYPE GI CB LG STATION 263+88.3 11.5 LT 263+88.2 25.8 LT 263+68.0 7.0 LT RIM ELEV. 110.41 111.31 127.59 INV. IN (118) 106.31 (119) 105.73 INV. OUT (119) 106.41 (121) 107.31 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 122 123 124 125 126 TYPE CB CB LB LB LB STATION 266+20.8 11.5 RT 266+40.8 11.5 RT 266+29.9 6.0 RT 266+45.9 6.0 RT 266+61.9 6.0 RT RIM ELEV. 116.13 116.05 116.08 116.09 116.06 INV. IN (122) 112.08 (123) 112.00 (124) 112.00 (125) 111.80 INV. OUT (124) 112.13 (125) 112.04 (125) 112.06 (126) 111.90 REMARKS CO N T I N U E D O N SH E E T N O . 68 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 0 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 70 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 69 OF 123 CO N T I N U E D AB O V E PT +84.81 PCC +96.18 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 CL I F F P O N D R O A D OL D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' W I D E ) RET U P R&R UP (BO) RET UP ADJ WG R&R UP (BO ) RET TEL P E D ME A D O W RO A D RET RET RET 127 12910' - 12" HDPE 4' - 12" HDPE MILLSTONE RD CONST BL 269 270 271 272 273 274 275 130 128 ADJ GG (BO) RET TEL PE D R&R GUY (B O ) PROP LEACHI N G GALLEYS (3) PROP LEAC H I N G G A L L E Y S ( 4 ) RET TEL PED RET R&R GUY (BO) RET PC +16.37 PRC +80.53 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 M O S S L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) ADJ R&R HYD RET UP RET UP RET UP RET 132 131 133 139 141140 142 144 145 143 16' - 12" HDPE2' - 10" DIP 7' - 12" HDPE 5' - 12" HDPE 5' - 12" HDPE 24' - 12" HDPE 4' - 10" DIP 2' - 12" HDPE 138 RE MRE T RE M MILLSTONE RD CONST BL ABAN PIPE ABAN PIPE REM 12" PIPE 275 276 277 278 279 280 146 134 PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (4) REM 12" PIPE PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 4' - 6" DIP RET GUY RET GUY RET GUY 6' - 12" HDPE MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 127 128 TYPE CB LG STATION 269+50.0 11.5 RT 269+28.5 20.5 RT RIM ELEV. 118.70 117.64 INV. IN (127) 113.64 INV. OUT (128) 113.80 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 129 130 TYPE CBDB LG STATION 274+11.1 11.6 RT 274+06.0 4.0 RT RIM ELEV. 120.12 120.25 INV. IN (129) 115.90 INV. OUT (130) 116.12 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 143 144 145 146 TYPE CB GI CB LG STATION 280+10.1 18.5 RT 280+10.1 11.5 LT 280+05.0 6.0 LT 279+99.2 8.0 LT RIM ELEV. 117.31 117.24 117.38 117.33 INV. IN (144) 114.70 (145) 114.55 (143) 113.03 INV. OUT (146) 113.31 (145) 114.74 (146) 114.60 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 131 132 133 134 TYPE GI CB CB LG STATION 276+19.4 11.5 LT 276+19.5 8.5 LT 276+19.7 11.5 RT 276+30.0 8.0 RT RIM ELEV. 117.40 117.55 118.00 117.86 INV. IN (131) 114.85 (133) 113.86 (132) 113.50 INV. OUT (132) 114.90 (134) 113.69 (134) 114.00 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 138 139 140 141 TYPE EX CB CB LB LB STATION 278+11.4 13.0 RT 278+31.7 11.5 RT 278+11.8 0.0 278+22.6 0.0 RIM ELEV. 115.58 115.76 116.44 116.49 INV. IN (138) 111.35 (138) 111.44 (140) 112.30 INV. OUT (140) 111.40 (140) 111.58 (142) 111.76 (141) 112.44 (142) 112.49 REMARKS REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 142 TYPE LB STATION 278+33.3 0.0 RIM ELEV. 116.56 INV. IN (139) 111.60 (141) 112.44 INV. OUT REMARKS CO N T I N U E D O N SH E E T N O . 69 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 1 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 71 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 70 OF 123 CO N T I N U E D AB O V E PRC +40.71 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO ADJ ELEC BOX CA P T A I N ' S VI L L A G E LA N E RET UP 148 147 149 157 158 156 154 155 153 151 152 2' - 12" HDPE 6' - 12" HDPE 3' - 10" DIP 17' - 10" DIP 17' - 10" DIP 12' - 12" HDPE 5' - 12" HDPE 4' - 12" HDPE 5' - 12" HDPE 7' - 12" HDPE REM REM REM MILLSTONE RD CONST BL ABAN PIPE ABAN PIPE REM PIPE 281 282 283 284 285 286 150 R&R GUY (BO) RET HYD PROP LEACHING GALLEYS (3) ABAN PIPE R&R GUY (BO) RET GUY PC +15.85PT +44.32PRC +97.51 N NA D 8 3 BE A C H P L U M L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET HYD ADJ ADJ ADJ RET UP RET UP RET UP RET UP 159 164 165 160163 161 162 14' - 12" HDPE 17' - 12" HDPE 17' - 12" HDPE 6' - 12" HDPE 15' - 12" HDPE 6' - 12" HDPE 3' - 12" HDPE MILLSTONE RD CONST BL REM PIPE 287 288 289 290 291 292 20 SCALE: 1" = 20' 0 50 100 RET GUY RET GUY MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 147 148 149 150 TYPE GI CB CB LG STATION 283+91.2 11.5 LT 283+91.2 5.9 LT 283+91.2 11.5 RT 283+88.0 6.0 RT RIM ELEV. 118.24 118.36 118.63 118.58 INV. IN (147) 115.70 (149) 114.36 (148) 114.12 INV. OUT (148) 115.74 (150) 114.24 (150) 114.49 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 151 152 153 154 TYPE GI GI CB CB STATION 285+92.6 11.5 LT 286+12.6 11.5 LT 286+02.7 6.0 RT 285+92.6 11.5 RT RIM ELEV. 116.54 116.64 116.75 116.67 INV. IN (151) 113.80 (152) 113.90 (155) 112.60 INV. OUT (153) 114.04 (153) 114.14 (158) 112.20 (158) 112.67 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 155 156 157 158 TYPE CB LB LB LB STATION 286+12.7 11.5 RT 285+64.6 5.9 RT 285+75.3 5.9 RT 285+86.0 6.0 RT RIM ELEV. 116.76 116.90 116.81 116.75 INV. IN (157) 111.70 (158) 111.90 (154) 112.60 (153) 112.10 INV. OUT (153) 112.76 (156) 111.80 (157) 112.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 159 160 161 162 TYPE CB CB CB CB STATION 290+20.1 11.5 LT 290+40.1 11.5 LT 290+20.1 11.5 RT 290+40.1 11.5 RT RIM ELEV. 113.25 113.47 113.82 113.70 INV. IN INV. OUT (164) 109.25 (165) 109.47 (163) 109.82 (163) 109.70 REMARKS OFFSET TOP OFFSET TOP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 163 164 165 TYPE DMH LB LB STATION 290+27.0 5.5 LT 290+19.4 22.9 LT 290+40.7 22.9 LT RIM ELEV. 113.53 113.21 113.46 INV. IN (161) 109.55 (162) 109.55 (159) 109.21 (165) 108.90 (163) 109.20 (160) 109.40 INV. OUT (165) 109.40 (164) 109.10 REMARKS CO N T I N U E D O N SH E E T N O . 70 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 2 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 72 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 71 OF 123 CO N T I N U E D AB O V E PC +1 5 . 8 5 PRC +69.65 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 LA N E (P R I V A T E W A Y - 4 0 ' W I D E ) BA R O N ' S W A Y (PR I V A T E W A Y - 4 0 ' W I D E ) BE A C H P L U M L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 50' W I D E ) ADJ ADJ ADJ ADJ RET U P RET UP RET UP RET UP RET UP CR I C K E T 169 171 172 170 173 168 166 167 174 176 175 5' - 12" HDPE 5' - 12" HDPE 3' - 12" HDPE 5' - 12" HDPE 3' - 12" HDPE 7' - 12" HDPE 8' - 12" HDPE 9' - 12" HDPE 8' - 12" HDPE 3' - 10" DIP RE M RE M RET WG MILLSTONE RD CONST BL MILLSTONE RD CONST BL ABAN PIPE REM 12" PIPE293 294 295 296 297 298 177 RET GUY PROP LEACHING GALL E Y S ( 4 ) RET GUY RET G U Y PT +24.93 PCC +55.8 9 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CI R C L E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' W I D E ) R&R UP (BO) RET UP R&R UP (BO ) R&R UP (BO ) ; PROP CONDUIT & H H FOR RISER RELO RET HYD 179 180 184 185 188 186 190 191 198 199 17' - 12" HDPE 2' - 10" DIP 7' - 12" HDPE 8' - 10" DIP 2' - 10" DIP 15' - 12" HDPE 23' - 12" HDPE 6' - 12" HDPE 2' - 12" HDPE 4' - 12" HDPE CIT MILLSTO N E R D C O N S T B L REM 12" PIP E 298 299 300 301 302 303 304 178 192 181 R&R GUY (B O ) PR E L L PROP LE A C H I N G GALLEYS ( 4 ) PROP LEACHING GALLEYS ( 3 ) REM 12" PIPEABAN PIPE R&R GUY (BO) RET GUY REM (BO) 189 R&R TEL PED (BO) R&R GUY (B O ) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 166 167 168 169 TYPE CB CB DMH CB STATION 292+99.4 11.5 LT 293+19.4 11.5 LT 293+09.7 5.5 LT 292+99.4 11.5 RT RIM ELEV. 112.76 112.75 112.74 112.59 INV. IN (166) 108.65 (167) 108.65 INV. OUT (168) 108.76 (168) 108.75 (172) 108.55 (171) 108.59 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 174 175 176 177 TYPE CB GI CB LG STATION 297+30.4 18.2 RT 297+37.9 11.6 LT 297+38.0 5.6 LT 297+45.0 4.0 RT RIM ELEV. 111.55 111.32 111.55 111.73 INV. IN (175) 108.78 (174) 107.40 (176) 107.40 INV. OUT (177) 107.55 (176) 108.82 (177) 107.55 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 170 171 172 173 TYPE CB LB LB LB STATION 293+19.4 11.5 RT 292+98.8 3.9 RT 293+09.6 4.0 RT 293+20.3 4.0 RT RIM ELEV. 112.57 112.70 112.70 112.69 INV. IN (169) 108.55 (168) 108.50 (171) 108.40 (170) 108.55 (172) 108.20 INV. OUT (173) 108.57 (172) 108.45 (173) 108.30 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 190 191 192 TYPE CB CB LG STATION 302+21.0 11.5 LT 302+20.3 16.8 RT 302+03.0 6.0 LT RIM ELEV. 110.53 110.62 110.37 INV. IN (191) 106.37 (190) 106.37 INV. OUT (192) 106.53 (192) 106.62 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 178 179 180 181 TYPE CB GI CB LG STATION 299+35.3 11.5 RT 299+35.0 11.5 LT 299+34.9 6.0 LT 299+26.6 7.4 LT RIM ELEV. 110.85 110.58 110.72 110.71 INV. IN (179) 108.05 (178) 106.71 (180) 106.40 INV. OUT (181) 106.85 (180) 108.08 (181) 106.44 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 184 185 186 188 TYPE CB GI GI LB STATION 300+97.0 6.6 LT 300+93.3 11.0 LT 301+07.0 11.0 LT 300+63.2 7.1 LT RIM ELEV. 109.95 109.84 109.77 110.15 INV. IN (186) 107.15 (185) 107.32 INV. OUT (189) 105.94 (184) 107.34 (184) 107.27 (189) 105.75 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 189 TYPE LB STATION 300+84.7 7.1 LT RIM ELEV. 110.02 INV. IN (184) 105.85 (188) 105.50 INV. OUT REMARKS CO N T I N U E D O N SH E E T N O . 71 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 3 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 73 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 72 OF 123 CO N T I N U E D AB O V E N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO R&R UP (BO) R&R UP (BO) R&R UP (BO)RET HYD 198 199 200197 194 193 201 203 205 206 5' - 12" HDPE 17' - 12" HDPE 2' - 12" HDPE 5' - 12" HDPE 5' - 12" HDPE 20' - 12" HDPE 3' - 10" DIP 3' - 12" HDPE 2' - 10" DIP RE M MILLSTONE RD CONST BL REM 12" PIPE 304 305 306 307 308 309 310204207 PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (2) 5' - 12" HDPE 202 R&R GUY (BO)R&R GUY (BO) PC +30.70 PRC +72.44 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) RU S S E L L ' S P A T H (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) RET 12" PIPE R&R UP (BO) R&R UP (BO) RET UP RET RET HYD 205 206 209 210 211 212 214 213 215 216 2' - 10" DIP 15' - 12" HDPE 10' - 12" HDPE 2' - 12" HDPE 22' - 12" HDPE 7' - 12" HDPE 15' - 12" HDPE 4' - 12" HDPE 208 RE B U I L D RE T RE T RE T AD J RET TEL PED MILLSTONE RD CONST BL ABAN 12" PIPE 310 311 312 313 314 315 316 R&R GUY (BO) RET GUY R&R GUY (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) R&R GUY (BO ) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 193 194 197 198 TYPE CB CB DMH LB STATION 304+68.8 11.5 LT 304+88.7 11.5 LT 304+69.0 5.4 LT 304+37.4 5.4 LT RIM ELEV. 112.42 112.50 112.88 112.70 INV. IN (193) 108.40 (194) 108.28 (199) 107.75 INV. OUT (197) 108.42 (197) 108.50 (200) 108.18 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 199 200 TYPE LB LB STATION 304+48.1 5.5 LT 304+58.7 5.6 LT RIM ELEV. 112.65 112.84 INV. IN (200) 107.93 (197) 108.10 INV. OUT (198) 107.83 (199) 108.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 201 202 203 204 TYPE CB GI CB LG STATION 308+60.6 17.8 RT 308+60.5 11.5 LT 308+60.6 5.9 LT 308+68.3 4.1 LT RIM ELEV. 113.18 112.92 113.08 113.01 INV. IN (202) 110.38 (201) 107.90 (203) 109.01 INV. OUT (204) 108.08 (203) 110.42 (204) 109.08 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 205 206 207 TYPE GI CB LG STATION 309+79.9 11.5 LT 309+79.8 6.1 LT 309+70.9 8.2 LT RIM ELEV. 112.08 112.10 112.16 INV. IN (205) 109.55 (206) 108.00 INV. OUT (206) 109.58 (207) 108.10 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 208 209 210 211 TYPE EX CB CB LB LB STATION 311+40.7 12.0 RT 311+51.1 11.5 RT 311+54.2 5.1 RT 311+75.6 5.4 RT RIM ELEV. 110.24 110.23 110.64 110.73 INV. IN (208) 106.10 (209) 106.20 (210) 106.44 INV. OUT (210) 106.24 (210) 106.23 (211) 106.54 REMARKS PROP OFFSET TOP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 212 213 214 215 216 TYPE CB CB DMH DMH EX DMH STATION 313+91.5 11.5 RT 313+91.5 11.7 LT 313+80.1 12.0 LT 313+72.4 29.2 LT 313+65.8 33.5 LT RIM ELEV. 110.88 110.75 110.74 110.66 111.02 INV. IN (212) 106.51 (213) 106.60 (214) 106.21 (215) 106.07 INV. OUT (214) 106.88 (214) 106.75 (215) 106.41 (216) 106.11 REMARKS CO N T I N U E D O N SH E E T N O . 72 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 74 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 73 OF 123 CO N T I N U E D AB O V E PC +87.75 PT +42.02 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R UP (BO ) ; PROP COND U I T & H H FOR RISER R E L O 219 218 217 223 222 221 225 224 228 229 230 226 231 233 234235 6' - 12" HDPE 2' - 12" HDPE 4' - 10" DIP 2' - 12" HDPE 17' - 12" HDPE 10' - 12" HDPE 2' - 10" DIP 5' - 12" HDPE 5' - 12" HDPE 17' - 10" DIP 15' - 12" HDPE 5' - 12" HDPE 5' - 12" HDPE REM RET HYD RET UP MILLSTONE R D C O N S T B L REM PIPE 316 317 318 319 320 321 322 220 PROP LEACHING GALLEYS (3) R&R GUY (B O ) RET GUY R&R GUY (BO) R&R GUY (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) N NAD 83 20 SCALE: 1" = 20' 0 50 100 O L D F R E E M A N ' S W A Y (P R I V A T E W A Y - U N D E F I N E D ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP R&R HYD RET UP PROP CO N D U I T & H H RET UP 231 232 233 234 235 238 237 236 242 241 240 15' - 12" HDPE 17' - 10" DIP 5' - 12" HDPE 8' - 12" HDPE 7' - 12" HDPE 2' - 10" DIP 6' - 12" HDPE RET UP MILLSTONE RD CON S T B L MILLSTONE RD CONST BL 322 323 324 325 326 327 239 243PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (4) PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 3' - 6" DIP RET GUY RET GUY RET GUY RET GUY 2' - 10" DIP 3' - 10" DIP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 217 218 219 220 TYPE CB GI CB LG STATION 317+45.9 11.5 RT 317+45.9 11.5 LT 317+45.9 5.0 LT 317+43.0 7.0 RT RIM ELEV. 110.72 110.47 110.67 110.78 INV. IN (218) 106.41 (219) 106.20 (217) 106.70 INV. OUT (220) 106.72 (219) 106.48 (220) 106.31 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 221 222 223 224 225 TYPE CB DMH CB GI CB STATION 318+94.3 11.5 RT 318+94.1 5.3 RT 319+14.3 11.5 RT 318+94.0 11.5 LT 318+94.2 6.3 LT RIM ELEV. 109.45 109.50 109.53 109.43 109.48 INV. IN (223) 105.30 (221) 105.42 (226) 105.25 (224) 105.40 INV. OUT (222) 105.45 (230) 105.50 (222) 105.53 (225) 105.43 (230) 105.15 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 226 228 229 230 TYPE GI LB LB LB STATION 319+14.0 11.5 LT 318+62.6 5.5 LT 318+73.2 5.6 LT 318+83.9 5.7 LT RIM ELEV. 109.37 109.62 109.54 109.50 INV. IN (229) 104.80 (230) 104.90 (225) 105.10 (222) 105.35 INV. OUT (225) 105.37 (228) 104.90 (229) 105.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 231 232 233 TYPE GI GI CB STATION 322+01.9 11.0 LT 322+22.1 11.0 LT 322+02.1 7.9 LT RIM ELEV. 109.28 109.19 109.44 INV. IN (232) 106.52 (231) 106.75 INV. OUT (233) 106.78 (233) 106.69 (234) 105.44 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 236 237 238 239 TYPE GI CB CB LG STATION 323+20.9 11.0 LT 323+20.9 7.6 LT 323+20.7 16.7 RT 323+19.9 6.0 RT RIM ELEV. 110.05 110.11 110.22 110.35 INV. IN (236) 107.53 (237) 106.00 (238) 106.10 INV. OUT (237) 107.55 (239) 106.11 (239) 106.22 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 234 235 TYPE LB LB STATION 321+92.1 7.4 LT 321+70.7 7.3 LT RIM ELEV. 109.51 109.65 INV. IN (233) 105.35 (234) 105.10 INV. OUT (235) 105.25 REMARKS CO N T I N U E D O N SH E E T N O . 73 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 75 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 74 OF 123 CO N T I N U E D AB O V E PT +8 8 . 8 5 PCC +02. 4 4 PCC +11.80 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 LO N G P O N D R O A D ( R O U T E 1 3 7 ) (C O U N T Y W A Y - 6 0 ' W I D E ) CA P E L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE R O A D (TOWN WAY - 5 0 ' W I D E ) AD J AD J AD J RET UP RET UP 242 241 240 244 6' - 12" HDPE 9' - 12" HDPE 14' - 12" HDPE RET GUY RET GUY RET LPL RET LPL ADJ RE T RET RE T ABA N REM RE T RE T RE T LIMIT O F W O R K STA 33 0 + 0 7 . 0 9 N 2734 2 1 3 . 0 9 8 E 1050 7 7 5 . 1 1 5 MILLSTO N E R D C O N S T B L ABA N P I P E 330+2 2 . 0 5 326 327 328 329 330 243 245 PROP LE A C H I N G G A L L E Y S ( 4 ) PROP LEACHI N G G A L L E Y S ( 2 ) RET GUY 3' - 10" DIP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 240 241 242 243 TYPE GI CB CB LG STATION 327+76.1 11.5 LT 327+76.1 5.5 LT 327+76.1 18.7 RT 327+80.0 4.0 RT RIM ELEV. 110.90 110.88 110.41 111.00 INV. IN (240) 108.38 (241) 106.80 (242) 106.30 INV. OUT (241) 108.40 (243) 106.88 (243) 106.41 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 244 245 TYPE CB LG STATION 330+02.3 30.0 LT 329+99.2 47.5 LT RIM ELEV. 109.06 105.93 INV. IN (244) 101.93 INV. OUT (245) 102.10 REMARKS CO N T I N U E D O N SH E E T N O . 74 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 6 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 75 OF 123 246 247 248 249 250 251 PT +34.8 6 N NA D 8 3 NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) FA R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE)LU N D PROP TEMP EASEMENT (TYP) PROP T E M P E A S E M E N T ( T Y P ) LOAM AND SEED (TYP) LOAM AND SEED (TYP) 6 VC 1 LB 3 LB 1 SA 19 VC 5 VC 1 SA 1 SA TREES QTY BOTANICAL NAME COMMON NAME SIZE SA 3 Sassafras albidum Sassafras 1 1/2 - 2" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE LB 10 Lindera benzoin Spicebush 2 - 3` HT. VC 39 Vaccinium corymbosum Highbush Blueberry 2 - 3` HT. GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING CL 173 Chasmanthium latifolium Northern Sea Oats 1 GAL.24" o.c. PV 135 Panicum virgatum Switch Grass 1 GAL.24" o.c. PLANT SCHEDULE 251 252 253 254 255 256 257 PC +58 . 9 8 PCC +75.59 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 JOE L O N G R O A D (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE R O A D (TOWN WAY - 5 0 ' W I D E ) 100101 101100 PROP TEMP EASEMENT PROP TEMP EASEMENT 20 21 16 17 LOAM AND SEED (TYP) LOAM AND SEED (TYP) 6 LB 6 VC 3 VC 41 PV 20 CL 153 CL94 PV 14 1 7 0 . 0 0 _ H D ( L A ) . D W G 22 - N o v - 2 0 2 3 2: 4 1 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD LANDSCAPE PLAN & DETAILS SHEET 76A OF 123 246 247 248 249 250 251 PT +34.8 6 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) FA R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE)LU N D PROP TEMP EASEMENT (TYP) PROP T E M P E A S E M E N T ( T Y P ) LOAM AND SEED (TYP) LOAM AND SEED (TYP) 3 SA 6 VC 1 LB 3 LB 1 SA 19 VC 5 VC 1 SA TREES QTY BOTANICAL NAME COMMON NAME SIZE SA 3 Sassafras albidum Sassafras 1 1/2 - 2" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE LB 4 Lindera benzoin Spicebush 5 - 6` HT./B&B VC 30 Vaccinium corymbosum Highbush Blueberry #1 CONT. PLANT SCHEDULE 14 1 7 0 . 0 0 _ H D ( L A ) . D W G 26 - O c t - 2 0 2 3 2: 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD LANDSCAPE PLAN & DETAILS SHEET 76 OF 123 SCALE: NTS PLANTING BED IN FORMER PAVED AREAS EXIST SUBBASE SUBBASE SHALL BE RIPPED (MIN) 4" USING TEETH OF EXCAVATOR PRIOR TO PLACEMENT OF SOIL COMMON BORROW (WHERE FILL IS REQUIRED); DEPTH VARIES 12" (MIN) PLANTING SOIL MIX (SEE MASSDOT SUBSECTION 771.42) PLACED OVER WELL DRAINED SOIL AGED PINE BARK MULCH FINISHED GRADE NOTE ALL EXISTING ASPHALT SHALL BE STRIPPED AND REMOVED PROPT TO TILLING. ASPHALT SHALL NOT BE MIXED WITH THE SUBBASE. SCALE: NTS LAWN IN FORMER PAVED AREAS EXIST SUBBASE SUBBASE SHALL BE RIPPED (MIN) 4" USING TEETH OF EXCAVATOR PRIOR TO PLACEMENT OF SOIL COMMON BORROW (WHERE FILL IS REQUIRED); DEPTH VARIES 4" (MIN) LOAM & SEED PLACED OVER WELL DRAINED SOIL FINISHED GRADE NOTE ALL EXISTING ASPHALT SHALL BE STRIPPED AND REMOVED PRIOR TO TILLING. ASPHALT SHALL NOT BE MIXED WITH THE SUBBASE. DECIDUOUS TREE PLANTING NOT TO SCALE ROOTBALL SHALL BE PLACED ON TREE WRAP SHALL NOT BE USED COMPLETELY REMOVE SYNTHETIC BURLAP & LACING BACKFILL MIX PER SPECIFICATIONS DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE TREE SHALL BE SET PLUMB ABOVE FINISHED GRADE AFTER SETTLEMENT CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT 3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES MIN. 2 X ROOTBALL DIAMETER ROOTBALL UNDISTURBED SUBGRADE DO NOT CUT LEADER FROM TRUNK OF TREE) 6 INCHES BELOW ROOTBALL HOLE SIZE TO BE 3X ROOTBALL SPACING VARIES SEE PLANS℄℄ WATER BY FLOODING TWICE IN THE FIRST TWO HOURS AFTER PLANTING. WATER & MAINTAIN AS PER STANDARD SPECIFICATIONS SHRUB SHALL BE PLANTED SO THAT CROWN IS 2 INCHES ABOVE FINISHED GRADE AFTER SETTLEMENT ADJUST SHRUBS SO THAT BOTTOM OF FOLIAGE IS EVENLY SPACED ABOVE THE GROUND 2-3 INCH DEPTH AGED PINE BARK BULCH (PULL AWAY FROM BASE OF SHRUB) BACKFILL MIX PER SPECIAL PROVISIONS LOOSE OR CRACKED ROOTBALLS WILL NOT BE ACCEPTED FOR PLANTING 3 INCH HIGH EARTH WATERING SAUCER AROUND SHRUB PLANTING COMPLETELY REMOVE SYNTHETIC BURLAP AND LACING. FOR CONTAINERIZED PLANTS, REMOVE CONTAINER PRIOR TO PLANTING. SCORE SIDES OF CONTAINER AND LOOSEN ANY ROOTS ENCIRCLING THE ROOT BALL COMPACTED OR UNDISTURBED SUBGRADE SCALE: N.T.S. 12" MIN PLANTING BACKFILL MIX SHALL BE MIN 12" SETTLED DEPTH, OR DEEPER TO MATCH HEIGHT OF ROOTBALL SHRUB PLANTING SCALE: N.T.S. HMA CURB IN FULL DEPTH PAVEMENT - TYPE 1 6" M I N 6" MIN 6" MIN HMA CURB 6" REVEAL (TYP) FULL DEPTH PAVEMENT CEMENT CONCRETE (SEE NOTES) NOTES: 1.TO BE PLACED IF CURB IS INSTALLED AFTER HOT MIX ASPHALT 2.CONCRETE SHALL BE INCLUDED IN PRICE BID FOR HMA CURB 3.ANY DESIGNATED CEMENT CONCRETE THAT IS ACCEPTABLE UNDER SECTION M4 OF THE STANDARD SPECIFICATIONS MAY BE USED. ALL TEST REQUIREMENTS ARE WAIVED. HOT MIX ASPHALT SHALL NOT BE USED AS A SUBSTITUTE. SAWCUT 6" MIN VARIES 6" MIN HMA CURB 6" REVEAL (TYP) PROP HMA TOP COURSE HIGH EARLY STRENGTH CEMENT CONCRETE GRAVEL BORROW (TYPE b) * 6" OF HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE SHALL BE INCLUDED IN PRICE BID FOR HMA CURB. 12 " 6" 6" 4' MAX * 1' MIN EXIST ROAD EDGE OF SCALE: N.T.S. HMA CURB IN FULL DEPTH PAVEMENT - TYPE 2SCALE: N.T.S. HMA DRIVEWAY EXIST DRIVEWAY HMA DRIVEWAY FULL DEPTH PAVEMENT SLOPE VARIES SAWCUT 1" LIP VARIES SEE PLAN TRAVEL WAY 12" SLOPE VARIES EXIST DRIVEWAY FULL DEPTH PAVEMENT HMA DRIVEWAY 3" REVEAL SAWCUT 12" TRAVEL WAY 3'-0"VARIES SEE PLANS SCALE: N.T.S. HMA DRIVEWAY SCALE: N.T.S.DATE: MAY 2017DWG: PM-27 CONTINENTAL-STYLE CROSSWALK - 12" WIDE LINES NOTES: 1.ALL EXISTING CROSSWALK MARKINGS SHALL BE FULLY ERADICATED BY APPROVED METHOD PRIOR TO THE APPLICATION OF PROPOSED MARKINGS. 2.ALL 12" THERMOPLASTIC LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6" LINES) WILL BE ACCEPTED. 3.LAYOUT OF CROSSWALKS SHALL BE ORIENTATED IN THE DIRECTION OF TRAVEL AND LOCATED OUTSIDE OF THE WHEEL PATH OF VEHICLES. LAYOUT SHALL BE APPROVED BY BREWSTER DPW PRIOR TO APPLICATION OF THERMOPLASTIC. 4.ALL CROSSWALKS INSTALLED SHALL CONFORM TO THE RELEVANT PROVISIONS OF THE MASSACHUSETTS HIGHWAY DEPARTMENT "STANDARD SPECIFICATION FOR HIGHWAY AND BRIDGES" DATED 2022, SECTION 860 FOR REFLECTORIZED LINE (THERMO-PLASTIC) & MATERIAL M7.01.03, LATEST REVISIONS. CURBLINE CURBLINE 8' 12 " 3' O . C DIRECTION OF TRAVEL DIRECTION OF TRAVEL SCHEMATIC PARALLEL LINES HMA INTERMEDIATE COURSE HMA TOP COURSE 75 ° 1'-0"GUTTER LINE 1'-0" LEVEL LOAM & SEED 4 1 GRAVEL BORROW (TYPE B) BASE COURSE CRUSHED STONE COURSE SCALE: N.T.S. HMA BERM TYPE A-MODIFIED (USED WITH FULL DEPTH PAVEMENT) SCALE: NTS HMA DRIVEWAY WITH HMA SIDEWALK SECTION A-A A A B B SECTION B-B BACK OF SIDEWALK MEET EXIST 6" (TYP)7" REVEAL (TYP) 1" LIP TACK COAT 1" LIP SAWCUT EXIST DRIVEWAY TACK COAT HMA OR GRAVEL DRIVEWAY (SEE PLANS) HMA DRIVEWAY SEE PLANS FOR PVM'T TREATMENT 6" 12" VARIES 5.0' MIN ROADWAY VARIES (SEE PLANS)LEFT SIDE TRANSITION RIGHT SIDE TRANSITION REFERENCE POINT HMA SIDEWALK GRAN TRANS PIECE (TYP)HMA CURB - TYPE 3 6" REVEAL (TYP) HMA SIDEWALK LEFT SIDE TRANSITION RIGHT SIDE TRANSITION HMA OR GRAVEL DRIVEWAY (SEE PLANS) MATCH EXIST WIDTH SAWCUT VA R I E S 5.0 ' M I N 5.5 ' M I N HM A D R I V E W A Y 7.5%* MAX 1.5%* MAX VARIES 7.5%* MAX 7.5%* MAX 1. 5 % * M A X 1. 5 % * M A X 1.5 % * M A X BACK OF SIDEWALK SIDEWALK WIDTH 5.5' MIN SI D E W A L K W I D T H 5.5 ' M I N 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 8 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 77 OF 123 SCALE: N.T.S.DATE: AUGUST 2018DWG: TRENCH-05 TRENCH DETAIL 1 1 1 1 SURFACE TREATMENT (VARIES) SUITABLE BACKFILL NO STONES LARGER THAN 6" GRAVEL BORROW, TYPE C NO STONES LARGER THAN 3" GRAVEL BORROW, TYPE C-WATER AND DRAIN PIPES, CRUSHED STONE-M2.01.4-SEWER PIPES BOTTOM OF TRENCHD + 3' 5' M A X VA R I E S 24 " M I N D 6" M I N FRAME SET IN FULL BED OF MORTAR; ADJUST TO GRADE WITH BRICK CONCRETE BLOCK RISER FINISHED GRADE REMOVE 24" DIA. COVER FILTER FABRIC; 12" OVERLAP MIN. FOUR 12" DIA. KNOCKOUTS HEAVY DUTY PRECAST CONCRETE DRYWELL (HS20-44 LOADING) SURROUND WITH FILTER FABRIC SURROUND WITH 1/4" HARDWARE CLOTH FIRM SUBGRADE 6'-0" DIA. 6" 12" MIN 6'- 0 " 2'-0" CRUSHED STONE (M2.01.2) 2" CRUSHED STONE (M2.01.2) 4" 2'-0" SCALE: N.T.S. 6' DIAMETER LEACHING BASIN SCALE: N.T.S. CATCH BASIN REMODELED CL PROP PRECAST CONICAL SECTION ALTERNATIVE PRECAST FLAT TOP SLAB EXISTING CATCH BASIN TAPER CB TREATMENT NOTES 1.BASED ON ACTUAL FIELD CONDITIONS; THE CONTRACTOR SHALL DETERMINE WHICH STYLE OF TOP SECTION SHOULD BE USED. 2.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM). SCALE: N.T.S. LEACHING GALLEY CONCRETE BLOCK RISER FOR LOCATION OF ACCESS MANHOLES, SEE PLANS. FINISHED GRADE REMOVE COVER KNOCKOUTS PRECAST CONCRETE DRYWELL (4,000 P.S.I. MIN FOR HS20-44 LOADING) FRAME SET IN FULL BED OF MORTAR; ADJUST TO GRADE WITH BRICK CRUSHED STONE (M2.01.1) FILTER FABRIC; 12" OVERLAP MIN. 2'-0" CRUSHED STONE (M2.01.1) 2'-0" 4'- 0 " 4" M I N 3'-0" MIN VARIES 18"-24" TAPER VARIES 4" MIN FIRM SUBGRADE SCALE: N.T.S. DEEP SUMP CATCH BASIN NOTE: ALL CATCH BASINS SHALL CONFORM TO MASSDOT CONSTRUCTION STANDARD 201.4.0 EXCEPT FOR 4' SUMP DEPTH AS SHOWN. OUTLET PIPE 4' S U M P BA S E S E C T I O N 4'- 0 " RI S E R S E C T I O N VA R I E S 4' WIDE GALLEY UNIT SCALE: N.T.S.DATE: MARCH 2020 BIORETENTION BASIN (RAIN GARDEN) NOTES 1.SIDE SLOPES SHALL BE 3:1 MAX. 2% MIN. 1% SURFACE SLOPE TYP. 1% SURFACE SLOPE TYP. SIDE S L O P E UNCOMPACTED SUBGRADE FILTER FABRIC MIRAFI 140N 112" DOUBLE WASHED CRUSHED STONE LAYER OUTLET PIPE TO SITE DRAINAGE SYSTEM BIORETENTION SOIL MIXTURE 12" 24" (MIN.) MINIMUM 3' WIDE SOD BORDER PER LANDSCAPE PLAN OVERFLOW OUTLET STRUCTURE (SEE DRAINAGE PLAN) LOAM & SEED PLANTS AND SEED MIX PER LANDSCAPE PLAN 18" MAX. CRUSHED STONE 9" TYP. PROP HOOD 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 1- N o v - 2 0 2 3 1: 5 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 78 OF 123 WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH RAMP WIDTH RAMP LENGTH OPENING ELEV LEFT SIDE RIGHT SIDE ROADWAY GUTTER REVEAL TRANS ROADWAY GUTTER REVEAL TRANS 1 STA 311+35.46, 6.9 RT ALGN - ROUTE 6A RECORD BASELINE 5.4'-5.5'5'-0"5'-5"44.24 -1.23%6"6.5'0.65%6"7.67' 2 STA 311+35.36, 17.0 LT ALGN - ROUTE 6A RECORD BASELINE 5'-6"5'-0"5'-6"44.25 1.67%6"9.0'-1.54%6"6.5' = LIMITS OF CEM CONC RAMP LEGEND = DETECTABLE WARNING PANEL OBLIQUE VIEW SECTION A-A ROADWAY RIGHT SIDE TRANSITION WIDTH OF RAMP OPENING LEFT SIDE TRANSITION RAMP REFERENCE POINT AT CENTER OF ENTRANCE DETECTABLE WARNING PANEL (SEE MASSDOT STD. 107.6.5 DATED 2017)"LEVEL LANDING" 1.5%* CROSS SLOPE IN ALL DIRECTIONS CEM CONC SI D E W A L K W I D T H VA R I E S ( 5 . 5 ' M I N ) 1.5 % * M A X 1.5 % * * M A X 7.5%* MAX 7.5%* MAX GRAN TRANS CURB (TYP) EX GRAN CURB REVEAL VARIES PROP GRAN CURB 6" REVEAL 1.5%* MAX SIDEWALK WIDTH 6" LEVEL* SCALE: N.T.S. WHEELCHAIR RAMP - LESS THAN 6.50' WIDTH EX ROADWAY GUTTER SLOPE 4" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) A A 5'-6" CEM CONC WHEELCHAIR RAMP = LIMITS OF CEM CONC RAMP LEGEND = DETECTABLE WARNING PANEL OBLIQUE VIEW SECTION A-A ROADWAY RIGHT SIDE TRANSITION WIDTH OF RAMP OPENING LEFT SIDE TRANSITION RAMP REFERENCE POINT AT CENTER OF ENTRANCE DETECTABLE WARNING PANEL (SEE MASSDOT STD. 107.6.5 DATED 2017)"LEVEL LANDING" 1.5%* CROSS SLOPE IN ALL DIRECTIONS CEM CONC SI D E W A L K W I D T H 5' M I N 1.5 % * M A X 1.5 % * * M A X 7.5%* MAX 7.5%* MAX GRAN TRANS CURB 6.5' (TYP) EX BERMPROP GRAN CURB 6" REVEAL 1.5%* MAX SIDEWALK WIDTH 6" LEVEL* SCALE: N.T.S. WHEELCHAIR RAMP - LESS THAN 6.50' WIDTH WITH GRASS STRIP EX ROADWAY GUTTER SLOPE 4" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) A A 5'-6" CEM CONC WHEELCHAIR RAMP GRASS GRASSRA M P L E N G T H RA M P LE N G T H WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH RAMP WIDTH RAMP LENGTH OPENING ELEV LEFT SIDE RIGHT SIDE ROADWAY GUTTER REVEAL TRANS ROADWAY GUTTER REVEAL TRANS 35 STA 67+10.46, 20.45 LT ALGN - LONG POND ROAD RECORD BASELINE 5'-0"6'-0"4'-0"107.38 3.43%2"6.5'N/A N/A N/A 36 STA 249+92.96, 12.5 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"106.01 N/A N/A N/A 0.31%2"6.5' 37 STA 249+92.96, 12.5 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"106.23 -1.85%2"6.5'2.77%2"6.5' 38 STA 259+23.46, 12.5 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"102.62 -0.15%2"6.5'-3.04%2"6.5' 39 STA 259+23.46, 12.5 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"102.59 N/A N/A N/A 0.15%2"6.5' 7.5 % * M A X 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 79 OF 123 AA TRANSITION LENGTH L ** GRAN TRANS PIECE CEM CONC CL OPENING RAMP REFERENCE POINT "LEVEL ENTRANCE" 1.5%* CROSS SLOPE IN ALL DIRECTIONS DETECTABLE WARNING PANEL (SEE MASSDOT CONSTR STD. E107.6.5 DATED OCT 2017) COLOR SHALL BE "FEDERAL YELLOW" SI D E S T R E E T / D R I V E W A Y 1. 5 % * M A X 7.5%* MAX MAIN STREET TRANSITION LENGTH L < 5' SECTION A-A HMA WALK (TYP) 8" GRAVEL BORROW (TYP) 1.5%* MAX FOUNDATION 6" CEM CONC ROADWAY 6" 7.5%* MAX 6" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) HMA SIDEWALK SCALE: NTS ONE DIRECTIONAL WHEELCHAIR RAMP LEGEND LIMITS OF CEM CONC RAMP DETECTABLE WARNING PANEL *TOLERANCE FOR CONSTRUCTION ±0.5% GRAN TRANS PIECE (6-FT) OR HMA BERM MEET EXISTING EDGE TREATMENT **PLACE DETECTABLE WARNING PANEL AT GRADE BREAK IF LESS THAN 5'. PLACE DETECTABLE WARNING PANEL AT GUTTER IF "L" IS GREATER THAN 5'. PLACE DETECTABLE WARNING PANEL CORNERS 6" FROM GUTTER. WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH TRANS LENGTH "L"OPENING ELEV ROADWAY GUTTER REVEAL 3 STA 206+42.90, 15.3 RT ALGN - MILLSTONE RD CONST BASELINE 5'-6"6'-6"3.62'50.66'0.00%6" 4 STA 206+66.86, 15.3 RT ALGN - MILLSTONE RD CONST BASELINE 5'-6"14'-0"3.62'50.96'3.14%6" 5 STA 226+11.87, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'6'-6"14.68 94.81'-1.38%6" 6 STA 226+82.56, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'11'-0"11.28'97.05'2.45%6" 10 STA 237+55.05, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'6'-6"11.16'117.14'-1.38%6" 11 STA 240+56.88, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'14'-0"5.0'112.57'3.57%6" 20 STA 260+04.01, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'6'-6"13.49'100.25'-1.85%6" 21 STA 268+22.22, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 5.2' - 5.5'6'-6"8.19'118.49'-2.77%6" 22 STA 269+28.54, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'6'-6"10.50'120.04'-6.46%6" 25 STA 276+86, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'7'-8"6.15' *116.96'0.91%6" 26 STA 277+39.20, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.4'6'-6"7.95' *116.41'0.00%6" 28 STA 292+65.09, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'6'-6"6.49' *112.88'-0.15%6" 29 STA 296+37.27, 16.2 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.3'7'-8"6.00' *112.04'0.26%6" 30 STA 297+25, 16.4 LT ALGN - MILLSTONE RD CONST BASELINE 5.0'N/A 1.87'111.61'N/A 6" 31 STA 296+85.77, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5.0'N/A 5.30' *111.51'N/A 6" 32 STA 297+25, 16.4 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'6'-6"8.77' *111.39'-0.15%6" 33 STA 313+26.07, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'7'-8"6.14' *111.06'0.52%6" 34 STA 313+79.98, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.4'7'-8"9.53' *110.66'0.62%6" HMA SIDEWALK SI D E W A L K W I D T H 5 ' ( T Y P ) 1. 5 % * M A X GRADE BREAK GRAN CURB TYPE VA4 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 80 OF 123 AA TRANSITION LENGTH L ** HMA SIDEWALK HMA BERM CEM CONC CL OPENING RAMP REFERENCE POINT "LEVEL ENTRANCE" 1.5%* CROSS SLOPE IN ALL DIRECTIONS DETECTABLE WARNING PANEL (SEE MASSDOT CONSTR STD. E107.6.5 DATED OCT 2017) COLOR SHALL BE "FEDERAL YELLOW" SI D E S T R E E T / D R I V E W A Y SI D E W A L K W I D T H 5' ( T Y P ) 1. 5 % * M A X 1. 5 % * M A X 7.5%* MAX MAIN STREET TRANSITION LENGTH L < 5' SECTION A-A HMA WALK (TYP) 8" GRAVEL BORROW (TYP) 1.5%* MAX FOUNDATION 6" CEM CONC ROADWAY 6" 7.5%* MAX 6" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) HMA SIDEWALK SCALE: NTS ONE DIRECTIONAL WHEELCHAIR RAMP WITH GRASS STRIP LEGEND LIMITS OF CEM CONC RAMP DETECTABLE WARNING PANEL *TOLERANCE FOR CONSTRUCTION ±0.5% GRAN TRANS PIECE (6-FT) OR HMA BERM MEET EXISTING EDGE TREATMENT WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH TRANS LENGTH "L"OPENING ELEV ROADWAY GUTTER REVEAL 7 STA 233+80.62, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.52'118.92'8.61%2" 8 STA 234+13.74, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.45'118.55'1.69%2" 9 STA 237+16.16, 18.6 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.37'117.86'-0.15%2" 12 STA 240+87.35, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"3.52'111.31'-4.77%6" 13 STA 245+21.57, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"5.97'105.28'2.77%2" 14 STA 245+46.88, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"5.97'106.03'1.38%2" 15 STA 250+18.63, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"12.90'105.75'1.85%2" 16 STA 250+96.58, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"13.87'105.30'0.92%2" 17 STA 255+08.66, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"10.07'102.52'1.85%2" 18 STA 255+48.74, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"5.95'102.57'1.69%2" 19 STA 259+50.59, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"8.66'101.94'3.03%2" 23 STA 271+83.95, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.42'120.62'2.77%2" 24 STA 272+08.91, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.39'121.59'-1.23%2" 27 STA 292+04.23, 19.0 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.59'113.43'0.31%2" SCALE: NTS HMA DRIVEWAY WITH HMA SIDEWALK SECTION A-A A A B B SECTION B-B BACK OF SIDEWALK MEET EXIST 6" (TYP)7" REVEAL (TYP) 1" LIP TACK COAT 1" LIP SAWCUT EXIST DRIVEWAY TACK COAT HMA OR GRAVEL DRIVEWAY (SEE PLANS) HMA DRIVEWAY SEE PLANS FOR PVM'T TREATMENT 6" 12" VARIES 5.0' MIN ROADWAY VARIES (SEE PLANS)LEFT SIDE TRANSITION RIGHT SIDE TRANSITION REFERENCE POINT 1" LIP HMA SIDEWALK GRAN TRANS PIECE (TYP)GRAN CURB - TYPE VB 6" REVEAL (TYP) HMA SIDEWALK LEFT SIDE TRANSITION RIGHT SIDE TRANSITION HMA OR GRAVEL DRIVEWAY (SEE PLANS) MATCH EXIST WIDTH SAWCUT VA R I E S 5.0 ' M I N 5.5 ' M I N HM A D R I V E W A Y 7.5%* MAX 1.5%* MAX VARIES 7.5%* MAX 7.5%* MAX 1. 5 % * M A X 1. 5 % * M A X 1.5 % * M A X BACK OF SIDEWALK SIDEWALK WIDTH 5.5' MIN SI D E W A L K W I D T H 5.5 ' M I N GRASS DRIVEWAY DATA NO.LOCATION (REF POINT)ROADWAY GUTTER OPENING ELEV LEFT SIDE TRANS RIGHT SIDE TRANS 1 STA 210+07.82 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.45%59.04 15'-0"6'-6" 2 STA 211+64.43, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.97%62.03 6'-6"14'-0" 3 STA 212+75.00, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 5.97%66.53 15'-0"6'-6" 4 STA 215+37.14, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.57%80.42 14'-0"6'-6" 5 STA 216+02.83, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.55%81.44 9'-0"6'-6" 6 STA 216+97.46, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.37%82.09 7'-8"6'-6" 7 STA 218+24.15, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 3.57%85.35 11'-0"6'-6" 8 STA 218+90.29, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.94%86.94 11'-0"6'-6" 9 STA 220+34.89, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.42%87.58 9'-0"6'-6" 10 STA 220+84.01, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.50%87.94 7'-8"6'-6" 11 STA 222+20.41, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.73%89.34 7'-8"6'-6" 12 STA 223+26.45, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.86%92.22 11'-0"6'-6" 13 STA 223+59.38, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.97%93.05 11'-0"6'-6" 14 STA 225+21.82, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.24%94.21 7'-8"6'-6" 15 STA 229+33.04, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.91%102.88 7'-8"6'-6" GRADE BREAK **PLACE DETECTABLE WARNING PANEL AT GRADE BREAK IF LESS THAN 5'. PLACE DETECTABLE WARNING PANEL AT GUTTER IF "L" IS GREATER THAN 5'. PLACE DETECTABLE WARNING PANEL CORNERS 6" FROM GUTTER. 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 81 OF 123 SCALE: N.T.S. TREE PROTECTION OF EXISTING TREE(S) EXISTING TREE EXISTING TREE NO STORAGE OF EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN DRIPLINE PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT WOOD OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW EDGE FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS WITH A SHARPSAW EXISTING TREE(S) 2X4 DIM. LUMBER ATTACHED W/ METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.) CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/ BURLAP PRIOR TO ARMORING. LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES)LIMIT OF FENCING (INDIVIDUAL TREE) AREA OF UNDISTURBED ROOT ZONE LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES)) WOOD OR METAL POSTS (MAX. 8' SPACING) LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) EXISTING GRADE LI M I T O F D R I P L I N E (V A R I E S ) PLAN VIEW NATIVE SOIL PROTECTED AREA TOP OF GROUND 12 " (M I N ) 3" - 4 " M I N 1.FILTER TUBE SHALL BE FILLED BY BLOWN IN ORGANIC COMPOST AND PLACED AS ILLUSTRATED ON THE PROJECT PLANS. 2.COMPOST FILTER TUBES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS, AND REPAIRED OR REPLACED AS NEEDED. 3.AT COMPLETION OF PROJECT, COMPOST FILTER TUBES SHALL BE CUT OPEN AND COMPOST MATERIAL SHALL BE DISPERSED ON SITE, AS DETERMINED BY THE ENGINEER. 4.THE EMPTY FILTER TUBE FABRIC SHALL BE COLLECTED AND DISPOSED OF PROPERLY. COMPOST FILTER TUBE (12"-18" TYP.) WORK AREA FLOW 2"x 2" x 36" WOOD STAKE, PLACED 10' O.C. NOTES: PROP 2" OF COMPOST 12" (TYP) SCALE: N.T.S. SEDIMENTATION FENCE SCALE: N.T.S. INLET PROTECTION - SILT SACK IN CATCH BASIN FLOW SECTION VIEW FLOW PLAN VIEW NOTES: 1.INSTALL SILT SACK IN EXISTING CATCH BASINS, BEFORE COMMENCING WORK, AND IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE. MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. 2.GRATE TO BE PLACED OVER SILT SACK. 3.SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED CATCH BASIN GRATE SILT SACK 1" REBAR FOR BAG REMOVAL CATCH BASIN GRATE SILT SACK EXPANSION RESTRAINT 16 STA 229+98.28, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.09%103.70 14'-0"6'-6" 17 STA 231+15.89, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 4.51%107.97 14'-0"6'-6" 18 STA 238+78.40, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE -1.29%115.48 6'-6"7'-8" 19 STA 238+78.40, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE -1.85%114.63 6'-6"9'-0" 20 STA 255+63.66, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.43%101.450 11'-0"6'-6" 21 STA 257+20.71, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.73%105.39 7'-8"6'-6" 22 STA 261+54.66, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 2.48%100.81 6'-6"11'-0" 23 STA 262+66.36, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 3.92%104.61 6'-6"14'-0" 24 STA 264+02.82, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 5.16%111.09 6'-6"15'-0" 25 STA 264+56.93, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 4.54%113.61 6'-6"15'-0" 26 STA 266+23.98, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.02%115.76 6'-6"7'-8" 27 STA 278+25.89, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.30%116.99 6'-6"9'-0" 28 STA 295+63.96, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.71%112.51 9'-0"6'-6" 29 STA 298+98.21, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.47%112.21 7'-8"6'-6" 30 STA 300+81.84, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.90%109.93 6'-6"7'-8" 31 STA 302+43.46, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 2.16%110.90 6'-6"9'-0" 32 STA 302+84.44, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 3.91%112.08 6'-6"11'-0" 33 STA 303+44.79, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.48%113.23 7'-8"6'-6" 34 STA 303+92.72, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.60%112.73 6'-6"7'-8" 35 STA 304+65.68, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.11%112.34 9'-0"6'-6" 36 STA 305+05.21, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 1.33%112.89 6'-6"14'-0" 37 STA 305+57.15, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 1.30%113.39 6'-6"7'-8" 38 STA 306+85.02, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.68%113.70 7'-8"6'-6" 39 STA 308+39.42, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.06%113.09 6'-6"7'-8" 40 STA 309+13.09, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.85%112.51 9'-0"6'-6" 41 STA 310+07.28, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.76%111.93 6'-6"7'-8" 42 STA 311+84.19, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.02%111.30 7'-8"6'-6" 43 STA 315+25.93, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.36%111.84 6'-6"7'-8" 44 STA 315+73.46, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.03%111.93 6'-6"7'-8" 45 STA 317+12.70, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.17%110.79 9'-0"6'-6" 46 STA 317+68.53, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.44%110.30 9'-0"6'-6" 47 STA 321+43.06, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.33%109.73 7'-8"6'-6" 48 STA 322+16.30, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.09%109.16 9'-0"6'-6" 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 82 OF 123 PREFERRED CONDITONSSun: Partial shade to full sunSoils: Well drained, sandy PH: AcidicSpacing Req: 24-60’USDA Hardiness Zones: 4a-9a INSTALLED PRICING: 5-6’ HT :$400 /ea INSTALLED PRICING: 5-6’ HT :$500 /ea INSTALLED PRICING: 1.5”-2.” :$700 /ea INSTALLED PRICING: 1.5”-2.” :$700 /ea INSTALLED PRICING: 1.5”-2.” :$800 /ea INSTALLED PRICING: 1.5”-2.” :$700 /ea PREFERRED CONDITONSSun: Partial shade to full sunSoils: Moist and well drainedPH: Slightly Acidic Spacing Req: +40’USDA Hardiness Zones: 2b-9b PREFERRED CONDITONSSun: Partial shade to full sunSoils: Coarse, deep, moist, well-drainedPH: Acidic - neutral Spacing Req: +60’USDA Hardiness Zones: 4a-9a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Moist and well drainedPH: Acidic - neutral Spacing Req: 12-24’USDA Hardiness Zones: 4a-9a PREFERRED CONDITONSSun: Full sun, 6+ hrs a daySoils: High organic content, loam, sandPH: AcidicSpacing Req: 24-60’USDA Hardiness Zones: 3a-8a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Dry to moist and well drainedPH: Acidic - neutral Spacing Req: 12-24’USDA Hardiness Zones: 2a-9a Cape Cod Native Trees COMMON SASSAFRAS Sassafras albidium Mature Height: 30-60 ft. Mature Width: 25-40 ft. General Habit: Rounded Irregular Multistem Maintenance Pruning to maintain shape RED MAPLE Acer rubrum Mature Height: 40-80 ft. Mature Width: 30-50 ft. General Habit: Oval Pyramidal Maintenance Low WHITE OAK Quercus alba Mature Height: 50-120 ft. Mature Width: 50-80 ft. General Habit: Pyramidal Rounded Spreading Maintenance Acorns TULIP TREE Liriodendron tulipifera Mature Height: 50-120 ft. Mature Width: 30-60 ft. General Habit: Oval Pyramidal Rounded Maintenance Low WHITE PINE Pinus strobus Mature Height: 50-80 ft. Mature Width: 20-40 ft. General Habit: Tall and wide Pyramidal Tends to lose lower branches as it ages Maintenance Low EASTERN RED CEDAR Juniperus Virginiana Mature Height: 30-40 ft. Mature Width: 10-20 ft. General Habit: Fastigiate Conical Dense Maintenance Low Vulnerable to deer Cape Cod Native Shrubs BEACH PLUM Prunus maritima Mature Height: 3-6 ft. Mature Width: 3-6 ft. General Habit: Spreading Dense WINTERBERRY Ilex verticillata Mature Height: 3-15 ft. Mature Width: 3-12 ft. General Habit: Rounded Dense SHADBUSH Amelanchier canadensis Mature Height: 10-20 ft. Mature Width: 10-20 ft. General Habit: Multistemmed SMOOTH SUMAC Rhus glabra 9-15 ft. Mature Width: 9-15 ft. General Habit: Multistemmed Spreading BLACK CHOKEBERRY Aronia melanocarpa Mature Height: 3-6 ft. Mature Width: 3-6 ft. General Habit: Shrubby HIGHBUSH BLUEBERRY Vaccinium corymbosum Mature Height: 3-12 ft. Mature Width: 3-10 ft. General Habit: Shrubby FRAGRANT SUMAC Rhus aromatica Mature Height: 2-6 ft. Mature Width: 6-10 ft. General Habit: Creeping Dense INKBERRY Ilex glabra Mature Height: 5-10 ft. Mature Width: 5-8 ft. General Habit: Round Dense SPICEBUSH Lindera benzoin Mature Height: 8-15 ft. Mature Width: 6-15 ft. General Habit: Multistemmed Shrubby COMMON WITCHHAZEL Hamamelis virginiana Mature Height: 10-20 ft. Mature Width: 10-20 ft. General Habit: Multistemmed NORTHERN BAYBERRY Myrica pensylvanica Mature Height: 5-10 ft. Mature Width: 5-10 ft. General Habit: Dense ARROWWOOD VIBURNUM Viburnum Dentatum Mature Height: 5-10 ft. Mature Width: 6-10 ft. General Habit: Clumping Rounded PREFERRED CONDITONSSun: Full sunSoils: Well drained, sandy USDA Hardiness Zones: 3-7 PREFERRED CONDITONSSun: Shade to Full sunSoils: Well drained, moistUSDA Hardiness Zones: 3a-9a PREFERRED CONDITONSSun: Shade to Full sunSoils: Highly adaptableUSDA Hardiness Zones: 4b-9a PREFERRED CONDITONSSun: Shade to Full sunSoils: Highly adaptableUSDA Hardiness Zones: 3a-8a PREFERRED CONDITONSSun: Shade to Full sunSoils: Acidic, well drainedUSDA Hardiness Zones: 3a-8a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Well drained, rockyUSDA Hardiness Zones: 3a-9a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Well drained, rockyUSDA Hardiness Zones: 3a-9a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Moist, SandyUSDA Hardiness Zones: 4a-11a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Highly adaptableUSDA Hardiness Zones: 5a-9a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Well drained, moistUSDA Hardiness Zones: 3a-9a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Highly adaptableUSDA Hardiness Zones: 3a-7a PREFERRED CONDITONSSun: Partial shade to full sunSoils: Moist, well drained USDA Hardiness Zones: 3a-7a INSTALLED PRICING: 4-5’ B&B: $350 /ea INSTALLED PRICING: #3 Pot : $ 200/ea INSTALLED PRICING: #3 Pot : $100 /ea INSTALLED PRICING: 3-4’ B&B: $300 /ea INSTALLED PRICING: #3 Pot : $100 /ea INSTALLED PRICING: #3 Pot : $100 /ea INSTALLED PRICING: #3 Pot : $250 /ea INSTALLED PRICING: 3-4’ B&B: $300 /ea INSTALLED PRICING: 3-4’ B&B: $200 /ea INSTALLED PRICING: #1 Pot : $100 /ea INSTALLED PRICING: 5-6’ B&B: $350 /ea INSTALLED PRICING: 3-4’ B&B: $250 /ea MAJOR STORMWATER MANAGEMENT PERMIT CASE NO. SW M P2023-46 APPLICANT/OWNER: DAVID & HIEDI JENKINS PROPERTY: 87 TIMBERLANE DRIVE 1 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 x. 1133 STAFF REPORT TO: Planning Board FROM: Town Planner RE: Major Stormwater Permit SWMP23-46 87 Timberlane Drive (Map 144, Parcel 11) Owner/ Applicant: David & Heidi Jenkins c/o John M. O’Reilly, P.E., J.M. O’Reilly & Associates DATE: November 28, 2023 ______________________________________________________________________________ Recommendation The stormwater permit application meets the applicable performance standards and submission requirements set out in the town’s Stormwater Management Regulations for issuance and approval of a Major Stormwater Permit. Approval should be granted subject to the continuing obligations set out in said Regulations, including Sections 5.7, 5.8, 5.9 (Certificates of Compliance), 6.1B (Construction practices), Section 7.2 (Inspections), 8.3 (Recording of stormwater permit and O&M plan) and 8.5 therein. The Board may want to consider/ impose the following special conditions of approval: use of the new building is limited to accessory residential; and any use or storage of hazardous materials in the building is limited to Household Amounts (as defined in the Zoning Bylaw); and a stone driveway apron shall be installed and maintained during construction. Major Stormwater Management Permit The underlying project is the addition of an accessory/ utility building on a large, 5.4+ acre residential property. The project triggers a Major Stormwater Permit according to Chapter 272 of the Brewster Code (Stormwater Management Bylaw) and Section 4 of the Bylaw’s supporting regulations, as the project involves net new impervious surface of 2500 sq ft or greater, albeit slightly. Major Stormwater Permits are subject to review at a public meeting, including for any waivers requested. No waivers have been requested or identified as necessary. No portion of the project is located in a special flood hazard area or wetland resource areas. Because the project is not subject to wetlands jurisdiction, the Planning Board is the stormwater permitting authority. The applicant states that the proposed use of the new building will be as accessory to the existing single family dwelling use on the property. The underlying property zoning is residential. The property is also located in the Zone II/ DCPC overlay. On this basis, the applicant will need to submit site-wide nitrogen loading calculations for the project with its building permit application, limited to a site concentration of 5ppm or lower. Further, storage of hazardous materials is limited to household quantities. The Applicant has provided the required application materials for a Major Stormwater Permit as set out in Appendix B of the Stormwater Management Regulations, including a stamped site & drainage plan and Stormwater Management Report, including TSS Report and HydroCad analysis of pre- and post- development conditions, all dated 11/16/23. Office of: Planning Board Planning Dept. 2 The Applicant has provided construction-period BMPs consistent with the performance standards for Major Stormwater Permits set out in Section 6.1B of the Stormwater Management Regulations. The site plan contains the specific details of the proposed erosion and sedimentation controls. The post-construction stormwater management system is consistent with the Major Stormwater Permit performance standards for new construction set out in Section 6.2B of the Stormwater Management Regulations, addressing BMPs and management for both stormwater quantity and quality: The system meets the applicable standards in the Massachusetts Stormwater Handbook for new development. The entirety of the post-construction stormwater management system is Low Impact Development (LID)- type: the use of existing natural site depressions and a stone perimeter foundation trench conveyed by gutters and downspouts. Also, consistent with LID, the applicant proposes to relocate pine saplings in the new building footprint to other areas of the property. NOAA Plus precipitation values were used in the HydroCad analysis. The stormwater system will not increase off-site flooding and does not increase peak run-off rates over existing conditions including for the 100 yr. storm. The system will recharge all run-off from the development on-site and preserve the existing recharge volume/ capacity on-site. In addition to the MA handbook stormwater standards, the system meets the TSS and Total Phosphorus treatment requirements set out in the Brewster Stormwater Management Regulations through water quality volume/ holding capacity of the natural depression infiltration facilities. There is also some associated Nitrogen treatment assumed with system performance. The system treats the ‘first flush’ (first inch) of run-off. The Applicant has provided a corresponding Operations and Maintenance Plan, which adequately addresses the long-term maintenance of the post-construction BMPs. The Applicant’s soil tests on the property, and NRCS mapping (Carver coarse), have revealed well-draining soils typical of Cape Cod. Test pits suggest that there is significant separation between stormwater infiltration facilities and the groundwater table. There is no formal pretreatment provided, which is generally required in Zone II area, especially where a metal roof is proposed (the application does not state whether the proposed building roof is metal). However, given the circumstances, even if a metal roof is proposed, it does not appear that pre-treatment would or should be necessary: 1) there is significant separation to groundwater; 2) the use is residential; 3) the property is large; 4) LID-type facilities are proposed including nature-based treatment/ infiltration; 5) the overland travel prior to collection, treatment and infiltration in the existing natural basins is analogous to a vegetated filter strip; 6) the stormwater management approach meets overall treatment requirements; and 7) there are no wetlands resources applicable to the project. To the extent a waiver is deemed necessary by the Board, the applicant meets the standards for a waiver under Section 5.10 of the Brewster Stormwater Management Regulations from the pre-treatment requirements of MA Stormwater Handbook Standard 4. 0'05` 'e� . ✓ S`:. o `o ggx fly , , o ▪ 1 `ii",JL., m v.r ` r• No ,uumiinm,,,Um � 1. Project Location: Town of Brewster Code Chapter 272 Stormwater Management Permit Application Form 87Timberlane Drive, Brewster FOR TOWN OFFICIAL USE ONLY TOWN CLERK RECEIVED: B1'FFTFR: SWM PERMIT NUMBER ASSIGNED: ...IN ,_ r:.. fsxm p 0029--q (la Street Address Map 144, Parcel 11 Deed Book 6266, Page 257 Assessors Map and Parcel(s) 2. Applicant: David & Heidi Jenkins Deed Reference Name P.O. B x 978 South Orleans MA 02662 Legal Mailing Address 508-737-9678 hjenkins978@gmail.com Phone Number Email Address 3. Property Owner (if different than Applicant): Same Name Legal Mailing Address Phone Number 4. Professional Representative: J.M. O'Reilly & Associates, Inc. John O'Reilly, P.E. Email Address Name 1573 Main Street (Mailing: P.O. Box 1773), Brewster, MA 02631 Legal Mailing Address 508-896-6601 'oreill . @'moreill assoc.com Phone Number Email Address Brewster Stormwater Management Permit Application Form Approved 2/23/ 2022 Rev. 06/22/2022 Page 1 of 2 5. Type of Application (Check as applicable): Minor Stormwater Permit- Any combination or series of construction or land disturbance activities that, over a two-year period, will result in a net increase in impervious area of 500 sq.ft. to 2,500 sq.ft. and/or will result in land disturbances of 10,000 sq.ft. to 20,000 sq.ft. Major Stormwater Permit- Any alteration, disturbance, development, or redevelopment that does not meet the eligibility criteria for a ivlinorr Stormwater Permit. SWM Permit Amendment - List existing Stormwater Management permit number/ type Stormwater Management Certificate of Compliance (SMCC) Request - List relevant Stormwater Management permit number 6. Brief Project Description, including any waiver requests: Project proposes to construct a storage / barn building. The building area is about 2,520 sf in size and triggers the major SW permit. The stormwater will be handled by a perimeter drain along with the surrounding low points to the east of the building. Refer to Plans and Stormwater Report. 7. Signatures: Property Owner (if different than Applicant) Date Professibtra4-Re esentative (as ap. able) NOTES: Date Please refer to Appendix B of the Stormwater Management Regulations for detailed application submittal and supporting material requirements for Minor and Major Stormwater Management Permits, respectively. • The application fee schedule is contained in Appendix C of the Regulations. • Certain activities are exempt from review and permitting (See §272-6 of the Stormwater Management Bylaw). • If the project is located, in whole or part, within an area subject to state or local wetlands protection law, the review and permitting authority is the Brewster Conservation Commission/ Conservation Department. • No permit review shall occur nor shall review periods commence until the application is deemed complete. Brewster Stormwater Management Permit Application Form Approved 2/23/ 2022 Rev. 06/22/2022 Page 2 of 2 J M. O'REILLY & ASSOCIATES, .INC. PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES Site Development • Property Line • Subdivision • Sanitary • Land Court • Environmental Permitting STORMWATER MANAGEMENT REPORT AND OPERATIONS & MAINTENANCE MANUAL David & Heidi Jenkins 87 TIMBERLANE DRIVE, BREWSTER, MA ASSESSORS MAP 144, PARCEL 11 NOVEMBER 16, 2023 PREPARED FOR: David & Heidi Jenkins P.O. Box 978 S. Orleans, MA 02662 PREPARED BY: J.M. O'REILLY & ASSOCIATES, INC, 1573 MAIN STREET P.O. BOX 1773 BREWSTER, MA 02631 508-896-6601 1573 MAIN STREET, P.O. Box 1773, BREWSTER, MA 02631 • PHONE: (508) 896-6601 • FAX: (508) 896-6602 WWW.JMOREILLYASSOC.COM TABLE OF CONTENTS 1. Property Description and Information 2. Stormwater Management System Description 3. Pre Versus Post peak Discharge Rates; volumes requirements & Nutrient Treatment 4. Massachusetts Stormwater Handbook Performance Standards 5. Owner and Responsible Party 6. Schedule of Inspection and Maintenance of System 7. Long Term Lawn Care & Pollution Prevention Plan 8. Emergency Spill Cleanup Plan 9. ATTACHMENTS A—TSS Removal Calculation Sheets (Roof and Driveway) B — Routing Diagram from HydroCAD Report with Pre versus Post Discharge C— Site Plan with Watershed Plan Page 2 of 8 87 TIMBERLANE DRIVE, BREWSTER, MA DAVID & HEIDI JENKINS STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 JMO-8103 Property Description: Lot Area: Parcel Improvements: Wetlands: Soils: Groundwater: Zone ll: Topography: Site Conditions: 235,475 sf+/- (5.41 ACRES) The site is developed with a single family dwelling, driveway and utilities. There are no wetlands associated with this project or parcel. Soil testing on the parcel for the sewage system design reflects a fine to medium grain sand. The groundwater is anticipated at elevation 24+/-, as reflected in the groundwater maps within the Brewster Health Department. Groundwater is anticipated to be about 46 feet below the large low point, east of the proposed building. The parcel is located within a Zone II Groundwater Recharge area. The topography is rolling and provides for multiple watersheds within the parcel and three watersheds for the proposed building. As noted on the Site Plan the highest elevation is about 103, with a lowest elevation of 70, east of proposed building. The existing lot is currently improved with a single family home with a paved driveway. The parcel is well wooded with the existing natural low points, east of the existing dwelling. The low areas are currently taking a majority of stormwater runoff from the existing driveway. The intention is to continue utilizing the native landscape and topography with a perimeter leaching trench for the roof runoff, to accommodate the stormwater from the project site. Stormwater Management System Description: The proposed post -development stormwater management plan consists of one (1) stormwater system which has been designed to collect, deliver and discharge the stormwater from the roof area into the ground via a perimeter leaching trench. The disturbed areas on the north, east and south of the proposed building are going to be graded to direct the stormwater into the low areas, east of the proposed building. The evaluation of the low point was limited to the volume available for the anticipated discharge of stormwater based on a 100 year storm event. The attached HydroCAD calculations provide the anticipated pre -peak discharge versus post -peak discharge analysis for the project. The intent of the stormwater controls is the collection of the entire roofed area of the building, the gravel aprons and the disturbed areas because of the construction via gutters, downspouts and leaching trench along with grading of the disturbed areas and gravel aprons towards the low points. The proposal does not specifically provide pre-treatment prior to discharge to the low points, we feel the utilization of the natural vegetated low points as the best option for the additional stormwater associated with the disturbed areas and gravel aprons. The leaching facility for the roof is designed for the 100 -year storm event, so there is no additional stormwater being generated to the low points because of the roof area. The grading to the west of the Page 3 of 8 87 TIMBERLANE DRIVE, BREWSTER, MA DAVID & HEIDI JENKINS STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 JMO-8103 building continues to run off the property into a low point (EL=86.9). The incorporation of the perimeter leach trench for the 100 year storm is to address the mitigation of additional stormwater running to the west and off property. The remaining slope, west of the parcel, will continue to slope west toward the low point, as currently exists. The Application are planning to transplant the existing vegetation (specifically the scrub pine saplings) within the building footprint to along the property line. Like a previous application, this application utilizes the natural vegetated low points as a Bioretention Basin for the surface runoff from the north, east and south of the proposed building. The TSS removal, with the Bioretention Areas, would be 90%, when you consider the overland runoff a 'vegetated strip'. The nitrogen and phosphorous reduction can be considered to be about 70% when you apply the reduction rate of a Bio-retention basin is between 30% to 90% and the infiltration trench (Existing Sand Layers) under the basin (low point) is between 40% and 70%. As shown in the HydroCAD report, the Watersheds (low points east of building) provide the storage capacity for the 100 year storm with no additional volume being discharged from the low points to off property. The table below provides a comparison of the site -wide Pre- to Post -Development peak discharge rate for each storm event. Storm Event Pre -Development Peak Discharge Rate, cubic feet per second (ft3/sec) Post -Development Peak Discharge Rate, cubic feet per second (ft3/sec) Watersheds (East of Building) 0 0 Erosion Control Plan - Temporary Siltation Barrier & Silt Socks: The proposal calls for a row of straw wattles along the western property line to mitigate any off -site disturbance or washout. The plan view reflects the anticipated areas of disturbance. For the remaining areas of disturbance, the applicants will implement the wattles, as necessary, to mitigate washout and scour. Operation and maintenance plan is included herewith to address the long-term maintenance of the stormwater systems. Massachusetts Stormwater Management Design Standards: The following is a description of how the proposed project meets the Massachusetts Stormwater Handbook design standards. Standard 1: No new untreated discharges: This standard is met since there are no new untreated stormwater discharges proposed. See Standards 4- 6 calculations. Standard 2: Maintain Pre -development peak discharge rate: This standard has been met. Refer to the Table above. Page 4 of 8 87 TIMBERLANE DRIVE, BREWSTER, MA DAVID & HEIDI JENKINS STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 JMO-8103 Groundwater Recharge: This standard is met. The proposed stormwater management system (Leach Trench and the Natural Low Point) is sized so that the total recharge volume provided exceeds the minimum groundwater recharge volume specified in the handbook and the proposed stormwater recharge galleys will drawdown within 72 hours of a storm event. In accordance with the MA Stormwater Manual, the required recharge volume factor (F) required across the impervious area (A) is 0.6 inches per hour for hydraulic soil group A soils. Fine Sand (Rawls Rate: 8.27 inches per hour) has been used in the sizing of the stormwater recharge galleys. Refer to the HydroCAD Stormwater Modeling Report in Appendix. The required recharge volume is calculated based on the total pavement and roof areas on site. • Required Recharge Volume Rv = F x A = (0.6 in)(1 ft/12 in)(2,520 sf + 2,500) sf) = 251 cf (Roof & Driveway) • Recharge Storage Provided (Subsurface leaching facilities for roof and Swale) _ +100,000 cf » 251 cf. • The drawdown for the subsurface leaching facilities for the driveway/parking system and roof runoff is < 1 hour < 72 hour maximum allowance. Standard 4: Water Quality: The TSS standard appears to be met when utilizing the natural low point for stormwater. TSS removal calculation tables for driveway and altered portions included in the Appendix A. The Nitrogen and Phosphorus reductions are estimated based on the pre-treatment of the vegetated strip, the Bio-retention nature of the natural low point and the sandy material which lays beneath the natural low point. Our office estimates an approximate reduction of 70% in both nitrogen and phosphorus when applying the removal percentages of a Bio-retention area (natural Iow point) and the dry sandy soils beneath the low point. The lowest reduction rates of a Bio-retention area and the sand soils (infiltration area) is about 70% ( 40% for Bio-retention & 30% for infiltration). In accordance with the MA Stormwater Manual, the required water quality depth (Dwq) across the impervious area (A) is 1.0 inches per hour in areas containing soils with rapid infiltration rate greater than 2.4 in/hr. The required water quality volume is based on the total pavement area on site. • Required Water Quality Volume Vwq = Dwq x A = (1.0 in)(1 ft/12 in)(2,500 sf gravel areas) = 208 cf • Water Quality Storage Provided (natural Iow point / swale) = +100,000 cf » 208 cf. Standard 5: Land uses with higher potential pollutant loads: This standard has been met. The proposed use is a residential building. Standard 6: Stormwater discharges within Zone 11 or Interim Wellhead protection area of a public water supply and stormwater discharges near or to any critical area. Page 5 of 8 87 TIMBERLANE DRIVE, BBREWSTER, MA DAVID & FHEIDI JENKINS STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 J MO -8103 This standard has been met. The 1 -inch Required Water Quality Volume for discharges within a Groundwater Protection area has been met, see Standard 4 calculations. The existing low points provide the necessary storage volumes (+100,000 cf) Standard 7: Redevelopment: This standard is met. The project addresses the increased hardscape and roof area and the potential stormwater water runoff. No direct discharges are proposed. The pre versus post construction volumes are addressed when utilizing the natural low point for stormwater control. Standard 8: Construction Erosion Control Plan: The project is subject to the proposed erosion control plan as outlined on the plan. Straw wattles shall be implemented as required to mitigate erosion of soil. Standard 9: Long Term Operation and Maintenance Plan: A long-term O&M plan has been submitted with this report. The property owners will operate and maintain the stormwater systems. Standard 10: Illicit Discharges: This standard is met since there are no illicit discharges at this site and no illicit discharges proposed. Page 6 of 8 87 TIMBERIANE DRIVE, BREWSTER, MA DAVID & HEIDI JENKINS STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 JMO-8103 Owner and Responsible Party The owner and responsible party for Stormwater Pollution Control at 87 Tirrmberlane Drive, Brewster, MA Owner & Operator: David & Heidi Jenkins P.O. Box 978 South Orleans, MA 02662 508-737-9678 Hjenkin978@gamil.com Schedule of Inspection and Maintenance of Stormwater Management Systems 1. Gutters and downspouts shall be cleaned twice a year. 2. Gravel areas shall be kept clean and free of trash and debris. Estimate of annual operation and maintenance budget for common areas = $ 500.00 Long Term Lawn Care & Pollution Prevention Plan Description of Pollutant Sources: ■ Light vehicle traffic — residential development ■ Lawn care products Source Control Best Management Practices ■ There shall be no storage of items or materials which will be subject to the weather. • Good housekeeping measures shall be implemented throughout the site to keep the driveways dean of debris. ■ Regularly cleaning the gravel areas to remove debris and any other potential stormwater pollutants. ■ The use of winter de-icing sand and salt materials shall be minimized to the maximum extent practicable. ■ Winter de-icing sand and salt materials shall be stored indoors. ■ Snow storage shall not be within the swales. ■ Immediately clean up any spillage on gravel areas and dispose of wastes properly. Emergency Spill Cleanup Plan 1. The owner of the facility shall have a designated response cleanup. 2. In the event of a spill the following shall be notified: A. Brewster Fire Department (for a gasoline or hazardous material spill) B. Massachusetts D.E.P. Emergency Response C. Brewster Health Department 3. Cleanup of spills shall begin immediately. Page 7 of 8 87 TIMBERLANE DRIVE, BREWSTER, MA DAVID & HEIDI JENKINS person with overall responsibility for spill (508) 896-1708 911 (800) 304-1133 (508) 896-3701 ext. 1120 STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 JMO-8103 O&M Log Form Condition Inspector Initials Item Inspected Date Time Good Clean -out Needed Repair Needed Repaired Date O&M Log form records to be maintained by property manager for a minimum of three years Page 8 of 8 87 TIMBERLANE DRIVE, BREWSTER, MA DAVID & HEIDI JENKINS STORMWATER MANAGEMENT REPORT NOVEMBER 16, 2023 JMO-8103 PRE -CONSTRUCTION POST -CONSTRUCTION WS AREA r -WATERSHEDS A3 0 WS AR EA 172 WSAREA10 ROORAREA. WS WATERSHEDS WS EA iu2 WSA EA 713 2P 3P Natural Lon ' oint Natural L x Point Nat al Lox Point Natural Low "Wnl Natural t x Point Nat al Low Point WSMI W N'2 WS W3 WS41 W 92 WSII3 4ubca> PRE.DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW POINTS ON SITE Reach LEACH TRENCH AROUND BUILDING 211 POST DEVELOPMENT PEAK DISCtIARSE FOR THE THREE LOW POINTS ON SITE Routing Diagram for 9579.JENKINS-STORAGE BUILDING - 87 TIMBERLINE Prepared by J M O'Reilly & Associates Inc, Printed 11/16/2023 HydroCAD®10.20-2g sfn 08678 © 2022 HydroCAD Software Solutions LLC 9579.JENKINS-STORAGE BUILDING - 87 TIMBERLINE Prepared by J M O'Reilly & Associates Inc HydroCAD®10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.115 96 Gravel surface, HSG A (P -A1, P -A2) 0i80 98 Paved parking, HSG A (A2, A3, P -A2, P -A3) 0.159 98 Roofs, HSG A (A3, A4, P -A1, P -A3) 5.408 30 Woods, Good, HSG A (Al, A2, A3, P -A1, P -A2, P -A3) 5.863 35 TOTAL AREA Printed 11/16/2023 Page 2 9579.JENKINS-STORAGE BUILDING - 87 TIMBERLINE Prepared by J M O'Reilly & Associates Inc HydroCADO 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Ground Covers (all nodes) Printed 11/16/2023 Page 3 HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.115 0.000 0.000 0.000 0.000 0.115 Gravel surface P -A1, P -A2 0.180 0.000 0.000 0.000 0.000 0.180 Paved parking A2, A3, P -A2, P -A3 0.159 0.000 0.000 0.000 0.000 0.159 Roofs A3, A4, P -A1, P -A3 5.408 0.000 0.000 0.000 0.000 5.408 Woods, Good Al, A2, A3, P -A1, P -A2, P -A3 5.863 0.000 0.000 0.000 0.000 5.863 TOTAL AREA 9579.JENKINS-STORAGE BUILDING - 87 TIMBERLIN Type 11124 -hr 100 -Year Rainfall= 8.50" Prepared by J M O'Reilly & Associates Inc Printed 11/16/2023 HydroCADO 10.20-2g s/n 08678 O 2022 HydroCAD Software Solutions LLC Page 4 Time span=0.00-25.00 hrs, dt-0.01 hrs, 2501 points Runoff by SCS TR-20 method, UH-SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Reach 1R: PRE -DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW Inflow=0.00 cfs 0.000 af Outflow=0.00 cfs 0.000 af Reach 2R: POST DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW Inflow=0.00 cfs 0.000 af Outflow=0.00 cfs 0.000 af 9579.JENKINS-STORAGE BUILDING - 87 TIMBERLIN Type 11124 -hr 100 -Year Rainfall= -8.50" Prepared by J M O'Reilly & Associates Inc Printed 11/16/2023 HydroCAD® 10.20-2q sin 08678 O 2022 HydroCAD Software Solutions LLG Page 5 Summary for Reach 1 R: PRE -DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW POINTS ON SITE [40] Hint: Not Described (Outflow -Inflow) Inflow Area = 2.883 ac, 3.89% Impervious, Inflow Depth = 0.00" for 100 -Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Reach 1 R: PRE -DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW POINTS ON SITE Hydrograph 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hours) Inflow Area=2.883 ac I■ Inflow I © outflow 9579.JENKINS-STORAGE BUILDING - 87 TIMBERLIN Type 111 24 -hr 100 -Year Rainfall=8.50" Prepared by J M O'Reilly & Associates Inc Printed 11/16/2023 HydroCAD® 10.20-2g s/n 08678 © 2022 HydroCAD Software Solutions LLC Page 6 Summary for Reach 2R: POST DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW POINTS ON SITE [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 2.922 ac, 5.81% Impervious, Inflow Depth = 0.00" for 100 -Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Reach 2R: POST DEVELOPMENT PEAK DISCHARGE FOR THE THREE LOW POINTS ON SITE Hydrograph a LL o.oacs 0 Inflow Area=2,922 ac • 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hours) ® inflow ❑ Outflow PB Minutes 11/08/23 Page 1 of 6 Brewster Planning Board 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1133 brewplan@brewster-ma.gov MEETING MINUTES Wednesday, November 8, 2023 at 6:30 pm Brewster Town Office Building Chair Amanda Bebrin convened a meeting of the Planning Board at 6:30 pm with the following members participating: Tony Freitas, Rob Michaels, Elizabeth Taylor, and Alex Wentworth. Charlotte Degen and Madalyn Hillis-Dineen were not present. Also participating: Jon Idman, Town Planner, and Lynn St. Cyr, Senior Department Assistant. Bebrin declared that a quorum of the Planning Board was present. The Meeting Participation Statement and Recording Statement were read. 6:32 PM PUBLIC ANNOUNCEMENTS AND COMMENT None. 6:32 PM PUBLIC HEARING Proposed Modification, Special Use Permit and Site Plan Approval Decision #2017-11 MOD1: Applicant: Ocean Edge Resort LLC. Owner: Brewster Properties, Inc. Property: 30-44 Villages Drive as shown on Tax Map 89, Parcel 23. The Applicant seeks to modify special use permit and site plan approval decision #2017-11, which authorized the construction and operation of seasonal workforce housing units as an accommodations use for employees of Ocean Edge Resort. Specifically, the Applicant seeks modification of condition #2 of the decision, which limited the term of the approval to five (5) years, to remove any term limitation of the approval and make it permanent. Documents: 09/27/17 Special Use Permit & Site Plan Approval Decision #2017-11 with site plan 09/26/23 Modification Application 10/17/23 Email from Tim Pellegrin, Brewster resident 10/31/23 Memo from Jon Idman, Town Planner with 2018 compliance review documents and 10/23/23 Health Department comments 11/07/23 Letter from Janice Fox, Regional Account Manager at intrax Work Travel 11/08/23 Photos of Ocean Edge workforce housing Attorney Michael Ford, John O’Reilly P.E., P.L.S. of JM O’Reilly & Associates, Inc., and Thomas Devane, Project Director of Ocean Edge Resort LLC were present on behalf of the Applicant Ocean Edge Resort LLC. Motion by Wentworth to Open the Public Hearing on Proposed Modification, Special Use Permit and Site Plan Approval Decision #2017-11 MOD1. Second by Michaels. Vote: 5-0-0. Ford stated that the Applicant was seeking modification of condition #2 from the 2017 special permit which limited the special permit to five years unless extended by the Planning Board via the public hearing process. There were several other conditions of the special permit including one that required the Applicant to return to the Planning Board after one year for a review of all permit conditions. Ford stated that the one-year review showed that the conditions were being met satisfactorily. After the review, the Applicant has continued operating in accordance with the conditions. The Applicant has reached out to town staff in various departments including Police, Fire, Building, and Health as well as the neighbors and has not heard of any ongoing problems. Ford stated that there are 42 bedrooms /84 beds that have been used exclusively for Ocean Edge employees as transient workforce housing. Ford asked that the Planning Board extend the special permit as it would any other special permit without a time limitation so Ocean Edge can rely on this housing Approved: Vote: PB Minutes 11/08/23 Page 2 of 6 for its employees as it moves forward to plan accordingly. Ford noted that the Applicant has reviewed the memorandum from the Town Planner which indicates that there are no active non-compliance issues. Devane addressed condition #10 of the special permit related to maintenance of landscaped areas. He stated that eight pine trees were planted behind the fence along the west side of the property and all eight have died. This was not noticed by the Applicant until a few months ago when speaking with a neighbor of the property. He spoke to a tree expert and the pines will need to be replaced. The Applicant would like to be allowed to replant the eight trees in the spring. Devane would like to speak to an arborist to determine if pines are the best trees to plant in that area. He would like to plant trees that will survive and provide sufficient buffering. Devane discussed use of the property and stated that employees without cars were given priority. The Applicant tries to limit the number of vehicles on the property. Shuttle service and bicycles are provided to employees. Idman stated that Condition #2 limiting the special permit to five years was included due to the novelty of the use. Additionally, there was a review after one year. Idman stated that there have been a number of times that staff and the Planning Board have discussed this project and it has been recognized that Ocean Edge has met its obligations. Typically, the Planning Board grants special permits in perpetuity and the permit runs with the land. The Planning Department solicited comments from other town departments and became aware of a few issues, not land use related and not unique to this property. The issues were addressed quickly with an eye towards preventing reoccurrence. From a staff perspective, there is no issue with allowing the special permit to continue and all other conditions remain in effect. If there were other issues, there would be recourse such as enforcement by police and/or the zoning enforcement agent. Michaels read comments received from the Health Department into the record. Taylor stated that she was glad to see that this project has succeeded and she hoped that other companies would do the same to help with employee housing. Michaels stated that the project appears to be very well managed and he sees no reason why it would not continue to be well managed. Wentworth is encouraged to see a company providing workforce housing. Wentworth was hesitant when the project first began because he is nearby and he was concerned with noise and traffic. Wentworth said that if anything, he’s seen a decrease in motor scooters between the Villages and mansion. Freitas agreed with other members and stated the site looks great and is well managed. Janine Getek-Orr, 39 Thad Ellis Road, asked when the housing was first occupied and Devane stated that it was in Spring 2018. It has been occupied per the special permit since that time including during the COVID pandemic. There were less than 84 occupants during COVID. Getek-Orr stated that the abutters are concerned because the past five years have not been normal economic business years on Cape Cod. She does not support a permanent special permit at this time and would like to see a review in another five years. Devane responded that the project has been in full operation for six years. Tom Suffriti, 59 Thad Ellis Road, asked if any of the conditions related to operation were proposed to be changed in addition to the request to change Condition #2 related to the length of the special permit. Bebrin responded that the Applicant was before the Planning Board with a request to modify Condition #2 only and all other conditions remain in effect. Evelyn Salvadore, owner of 43, 45, 49, and 51 Thad Ellis Road, expressed concern that the continued use could be allowed without another review in five years. She asked why the project was referred to as a motel. Idman responded that the project falls under the definition of a motel in the Brewster Zoning Bylaw. Salvadore asked if the broad definition would allow for use as a motel in the future. Idman responded that the use is circumscribed by the permit and the permittee is bound by the terms and conditions of the permit. Salvadore asked what the process would entail if the permittee wanted to change the use and Bebrin stated that they would have to come back to the Planning Board. Ford stated that a public hearing with abutter notification would be needed for a change of use. Salvadore asked if the PB Minutes 11/08/23 Page 3 of 6 permit would allow for 40+ motel units to be built. Ford responded that that could not be done under the terms of the current permit as motel has been specifically defined as the workforce housing currently being operated. If the permittee wished to operate a motel, they would need to come back to the Planning Board for a public hearing. Bebrin noted that there is no category in the use table for workforce housing, so motel is most likely the closest category for seasonal housing. Again, she stated that the permittee would need to return to the Planning Board for a public hearing if they wished to depart from any of the terms of the special permit. Ken Benson, 38 Thad Ellis Road, asked whether the buildings meet the requirements to be permanent buildings as they were initially proposed as temporary buildings. Devane responded that the units are modular homes that meet building code requirements. He also stated that they plan to use these units as long as possible. Benson asked what recourse abutters have if things are not going well. Idman responded that as a practical matter residents could reach out to Devane. If that is not sufficient, abutters could reach out to the Building Commissioner who enforces zoning for the town. Joan Orr, 39 Thad Ellis Road, stated that alcohol is prohibited at the site and marijuana should be prohibited as well. She also stated that all utilities to the site are supposed to be turned off from December 1 – March 31 but during the past year there were lights on during this time. She also thinks the quiet hours should be change to 9 pm – 8 am. Orr offered to advise on the replanting of pines. Freitas asked Devane to address the comment about lights at the site. Devane stated that the units are winterized but some lights are left on for security and in case the site needs to be accessed by the emergency personnel. All lights are down casting. Michaels inquired about lighting and noted that lights are not allowed on the rear of the units near the northwestern western sides of the site. Devane stated that there are doors with security lighting on the north and west buildings, but the doors are on the side of the buildings not the rear. Ford stated that the Applicant believes they are in compliance with the special permit requirements. Janine Getek-Orr suggested that the special permit be extended for another five years and at that time the Planning Board could consider making it permanent. Idman asked Taylor for suggestions on the replanting of the pine trees that have died. Taylor suggested white pine, arborvitae or Leyland cypress as these species grow quickly. She stated that trees not only act as a visual buffer but a sound attenuator. Idman suggested a condition that the Applicant replant with an appropriate evergreen species. Evelyn Salvadore stated that the neighbors as direct abutters would be more comfortable if the special permit was extended for five years as a lot can happen in five years. Ford responded that the conditions placed on this special permit were extraordinary. The Applicant returned for a status review after one year and is back after five years for an additional review. The Applicant believes they have met all conditions of the special permit and request the time limit be removed and the special permit be permanent like a typical special permit. Motion by Taylor to Close the Public Hearing on Proposed Modification, Special Use Permit and Site Plan Approval Decision #2017-11 MOD1. Second by Michaels. Vote: 5-0-0. Freitas stated that the Applicant has been monitored by the town and neighbors and they’ve shown to be good stewards the special permit. Since there is recourse for any problems that may occur with neighbors and since the Applicant would need to return to the Planning Board for any changes to the special permit, he does not see any reason to put a time limitation on the permit. Wentworth asked if the Applicant was aware of the issues raised with hours of operation and lighting. Ford responded that the Applicant was not aware until they were mentioned at the hearing. Idman suggested modifying condition #10 with a requirement that the Applicant provide a planting plan to staff to review and approve prior to replanting. PB Minutes 11/08/23 Page 4 of 6 Motion by Wentworth to Modify Condition #2 of the Decision to read “The Special Permit shall run with the property.” and that pursuant to Condition #10 the Applicant will provide a planting plan to staff for review and approval, and the Applicant will Implement the plan on Proposed Modification, Special Use Permit and Site Plan Approval Decision #2017-11 MOD1. Second by Michaels. There was discussion by the Planning Board regarding enforcement mechanisms for the special permit and the need for workforce housing. Vote: 5-0-0. 7:12 PM PUBLIC MEETING Discussion with Department of Public Works Director Griffin Ryder regarding stormwater management permitting. Griffin Ryder, Director of Public Works, discussed his experience with stormwater review and design. Ryder has extensive experience with the Massachusetts Stormwater Handbook. Michaels asked Ryder how Massachusetts compares to other states in stormwater management. Ryder responded that Virginia was one of the first states to focus on stormwater management, but Massachusetts was quick to follow. He believed Massachusetts began reviewing phosphorous issues with the Charles River about 15-20 years. Ryder noted that for a long time Massachusetts relied on its Wetlands Protection Act for stormwater control. Ryder reviewed Brewster’s Long Pond landing project and stormwater report with the Planning Board. He walked the Planning Board through the different sections of a stormwater report and described what a report should include and what the Planning Board should focus on. He stated that the report should provide a description of existing and proposed conditions, drainage areas, rain events, and stormwater modelling. Ryder stated that during his time doing stormwater work he has never peer reviewed a single-family home. The focus is typically on larger developments such as grocery stores and modelling is done to capture the impacts of the development. Idman stated that tonight’s meeting was a first step toward reviewing stormwater. The next step would be a public forum to hear feedback from the public on the stormwater bylaw and regulations and then a review by the Select Board and Planning Board to discuss policy and any changes. A discussion on quantitative versus qualitative requirements should be considered. Bebrin stated that there was an understanding when the Planning Board drafted the stormwater management bylaw that it would need to be reviewed and reconsideration would be given to areas such as thresholds. Freitas voiced concern with the impact the bylaw has on housing. He stated that the requirements are extensive for residential properties and expressed concern about the costs. Ryder stated that quantitative analysis is best used for high impact development whereas a qualitative approach is best used with smaller, low impact projects. He further stated that Brewster’s zoning for single-family homes encourages low impact development. Michaels stated that high infiltration can mean things are not getting filtered as well as they should be. Ryder stated that rapid infiltration is less likely on Cape Cod with groundwater 15+ feet away and sand acting as a filter. Michaels noted that Brewster’s pre-treatment requirements are more stringent than the state’s requirements. Ryder stated that the primary BMP is infiltration. Ryder reviewed important components to be considered in stormwater management including drainage delineation and topography, land use within the drainage area including coverage and underlying soil types, rainfall, and time of concentration. These components combined create a hydrograph. HydroCAD is a calculator of hydrographs. There was discussion on the time of concentration component and Ryder stated that the existing and proposed time of concentration should be close and should not increase from existing to proposed. Quantitative versus qualitative approaches to stormwater management were discussed again. Idman stated that using quantitative standards from the Massachusetts Stormwater Handbook and applying them to residential development could result in over mitigating for stormwater. Ryder stated that for single-family homes a qualitative approach provides better analysis. Idman stated that the MA Stormwater Handbook was intended for wetlands settings and larger developments. Taylor stated that after storms there are large puddles on town roads. She asked how the puddling could be resolved. Idman discussed the MS4 program and work to identify impaired catch basins. Ryder stated that puddling occurs because we focus on infiltration and systems are not designed for overflow. Ryder also discussed storm events and how catch basements have limited capacity to accept all stormwater. Ryder stated that the DPW is working on identifying locations where infrastructure is needed and where infrastructure is not working properly. Due to budget restraints, the DPW is not able to address all problem areas. PB Minutes 11/08/23 Page 5 of 6 Ryder reviewed the stormwater management standards from the Massachusetts Stormwater Management Handbook including: 1) No new stormwater conveyances may discharge untreated stormwater. 2) Peak rate attenuation. 3) Eliminate or minimize loss of annual recharge to groundwater. 4) TSS treatment train. Ryder noted that some of the requirements of this standard should not be applied to a single-family home. 5) Source control and pollution prevention for land uses with higher potential pollution loads. Ryder noted that this standard does not apply often to Brewster as Brewster does not have these types of projects. 6) Source control and pollution prevention for discharges in Zone II areas. 7) Redevelopment projects are required to meet standards to the maximum extent practicable. 8) Construction related impact plans. 9) Long term operation and maintenance plans. Michaels asked if the town does inspections to determine compliance with the operation and maintenance plan. Idman stated that the operation and maintenance plan must be recorded against the property. Enforcement by the town would take place if there was an issue such as evidence of surface water. 10) Illicit discharges are prohibited. Ryder noted that Brewster does not see a lot of illicit discharges because the town does not have sewers. Ryder stated that there are 14 various discharge locations throughout Brewster including Cape Cod Bay and the Consodine Ditch. Wentworth noted that several of the stormwater management permit applications reviewed by the Planning Board have included single-family homes with pools. There town’s illicit discharge bylaw regulates discharging of swimming pools. Ryder also stated that a stormwater report should include analysis of soil types and drainage maps which are useful to compare to the HydroCAD report. Ryder noted that for redevelopment projects it is important to fully treat any addition. Micahels asked Ryder what the Planning Board should consider in reviewing a stormwater report and Ryder responded that he would double check that the rainfall events make sense and match to NOAA and a review of the size of pre and post development areas is important. There was discussion on velocity and how it impacts time of concentration. The Planning Board discussed BMPs and Wentworth stated that swales wouldn’t really do much on a level lot. Ryder stated that they could be used to provide a lower area for collection or a bioretention area could be used. Idman stated that the quantitative approach does not always give you everything you need intuitively to review a project. He stated that the slope and topography of the site were important factors. Ryder stated that slopes and velocities are considered through BMPs in the MA Stormwater Handbook. He gave an example of a project taking place at the Freeman Fields where the field itself is a vegetated swale and will be used as a BMP. Michaels asked if the Planning Board could suggest specific BMPs to those applying for stormwater management permits. Idman stated that given the Stormwater Regulations, it was best that the Planning Board did not try to direct Applicants to specific BMPs that may require requests for waiver. Bebrin noted that Applicants could make requests for waivers to the Planning Board. Michaels stated that he felt some of the stormwater requirements, specifically HydroCAD requirements, may be overkill for single-family dwellings depending on slope and topography of the lot. There was discussion on maintenance of catch basins throughout the town. Ryder noted that the town has a catch basin cleaning program for basins on private roads. The program happens in the Fall and residents on private roads can sign up to have their catch basins cleaned for a fee. The DPW cleans the catch basins on town roads. Ryder discussed Operation and Maintenance Plans and the importance of the plan including a schedule for inspection and cleaning of catch basins. Idman stated that in residential settings not as much pre-treatment is needed and TSS removal can be handled after the fact. The Planning Board thanked Ryder for his time and look forward to further discussions with him on stormwater management. 8:31 PM APPROVAL OF MEETING MINUTES Approval of Meeting Minutes: October 25, 2023. The Board reviewed the October 25, 2023 meeting minutes. Motion by Michaels to Approve October 25, 2023 Meeting Minutes. Second by Wentworth. Vote: 5-0-0. PB Minutes 11/08/23 Page 6 of 6 8:31 PM COMMITTEE REPORTS Wentworth stated that the Vision Planning Committee (VPC) is continuing its work on public outreach on the Local Comprehensive Plan (LCP). Wentworth reminded everyone of Fall Town Meeting which will be taking place on Monday, November 13th. He thanked the VPC members for all their work on the LCP and specifically recognized Sharon Tennstedt and town staff as well. 8:32 PM FOR YOUR INFORMATION None. 8:32 PM MATTERS NOT REASONABLY ANTICIPATED BY THE CHAIR None. Motion by Wentworth to Adjourn. Second by Michaels. Vote: 5-0-0. The meeting adjourned at 8:33 PM. Next Planning Board Meeting Date: December 13, 2023. Respectfully submitted, __________________________________________ Lynn St. Cyr, Senior Department Assistant, Planning