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HomeMy Public PortalAboutPlanning Board Packet 07/08/20Rev. 12-2019 Page 1 of 2 Special Permit Public Hearing Checklist Section 179-51. Special Permit Criteria (to use in evaluating all Special Permits required under the bylaw). Proposed Use Consistent with Comprehensive Plan. Location, type, character and size of the use/building consistent with the visual character of the neighborhood. Site suitable for proposed use. Adequate access for emergency vehicles will be provided. Streets serving proposed use are adequate to carry all traffic; no undue hazard to traffic congestion will be created. Trip reduction has been incorporated into the proposed use. Adequate parking and loading facilities are provided. Proposed landscaping suitable to neighborhood character and abutters. Sewage disposal, source of water and drainage facilities are adequate. Utilities and public services are adequate. Proposed use will not degrade groundwater quality or coastal water quality offsite. Is the site mapped by the Natural Heritage and Endangered Species Program (NHESP). If yes, a letter of “no take” is required. The proposed use complies with all applicable provisions of the zoning bylaw. Zoning Bylaw Sections where a Special Permit is required: Section 179-5.E When a district boundary line divides any lot in one ownership of record at the time such line is adopted, a use that is permitted in one portion of the lot may be extended into the other portion provided a Special Permit is granted by the Board of Appeals (or the Planning Board when acting as the SPGA on consolidated permit applications). Section 179-11 - Table 1. Use Regulations Section 179-27.C – Nonconforming Uses, Structures & Lots When a proposed change in lot shape or size will result in a net change in lot area to either lot, or will increase a setback nonconformance of any structure, a Special permit from the Board of Appeals is required (or the Planning Board when acting as the SPGA on consolidated permit applications). Section 179-35 – Cluster Residential Development Section 179-35.2 – Major Residential Development Section 179-38.1 – Medical Marijuana Dispensaries Rev. 12-2019 Page 2 of 2 Section 179-38.2 – Recreational Marijuana Establishments Section 179-39 – Sand and Gravel Operations Section 179-40.1 – Personal Wireless Services & Communications Facilities Section 179-42.2 – Accessory single-family dwelling units (ADUs) Section 179-42.3 – Accessory commercial dwelling units (ACDUs) Section 179-56 – Water Quality Protection District Section 179-69 – Natural Resources Protection Design Notes: PLANNING BOARD SITE PLAN REVIEW CHECKLIST Rev 12-2019 Page 1 of 2 A.____ Transportation 1.Is additional traffic anticipated (i.e more than 20 daily trips)? If no, skip to Access standards. 2.Level of Service (LOS) before and after. 3.Sight distance from driveways. 4.Trip reduction plan. B.____ Access 1.Number of curb cuts. 2.Joint driveways; location. 3.Consolidate existing access points. 4.Internal Circulation. 5.Any curb cut permits required by Mass DOT or Brewster DPW shall be provided to the Building Department prior to Certificate of Occupancy (suggested finding). 6.Pedestrian and bicycle circulation. 7.Separation of adjacent driveways (120’ in CH and VB). C.Reserved D.____ Parking 1. Parking/loading lot standards (see PB policy, adopted Sept. 2013). 2.Requested waivers. 3.Loading/unloading areas (loading at rear of lot wherever possible). 4.Location of parking (side/rear). 5.Shared parking. 6.Bicycle accommodation to include bicycle parking storage and bicycle/walking paths. 7.Storm water runoff. E.____ Landscaping and Appearance 1.Buffer to parking. 2.25% of front yard vegetated. 3.10-foot buffer to adjacent uses. 4.Storage areas buffered from street and neighbors. 5.Dead landscaping replaced within one growing season. 6.Building and architectural design compatible. 7.Separation between buildings. 8.Minimal asphalt. 9.Protect established trees. 10.Historic District. PLANNING BOARD SITE PLAN REVIEW CHECKLIST Rev 12-2019 Page 2 of 2 F.____ Environmental 1.Storm water management. 2.No land altering activity until all permits obtained. 3.Erosion control. G.____ Plants and Animals 1.No harm to any plant or animal in MA Natural Heritage and Endangered Species Program. 2.Specimen plants and trees (especially those exceeding 12 inches in diameter) preserved when possible. H.____ Lighting 1.Downward casting and full shielded. 2.No flickering or flashing lights. I.____ Noise 1.If exterior noise levels after construction are expected to exceed 100 decibels at source for more than 15 minutes, proof of mitigation is required. Notes: Rev. 12-2019 Page 1 of 2 Special Permit Public Hearing Checklist Section 179-51. Special Permit Criteria (to use in evaluating all Special Permits required under the bylaw). Proposed Use Consistent with Comprehensive Plan. Location, type, character and size of the use/building consistent with the visual character of the neighborhood. Site suitable for proposed use. Adequate access for emergency vehicles will be provided. Streets serving proposed use are adequate to carry all traffic; no undue hazard to traffic congestion will be created. Trip reduction has been incorporated into the proposed use. Adequate parking and loading facilities are provided. Proposed landscaping suitable to neighborhood character and abutters. Sewage disposal, source of water and drainage facilities are adequate. Utilities and public services are adequate. Proposed use will not degrade groundwater quality or coastal water quality offsite. Is the site mapped by the Natural Heritage and Endangered Species Program (NHESP). If yes, a letter of “no take” is required. The proposed use complies with all applicable provisions of the zoning bylaw. Zoning Bylaw Sections where a Special Permit is required: Section 179-5.E When a district boundary line divides any lot in one ownership of record at the time such line is adopted, a use that is permitted in one portion of the lot may be extended into the other portion provided a Special Permit is granted by the Board of Appeals (or the Planning Board when acting as the SPGA on consolidated permit applications). Section 179-11 - Table 1. Use Regulations Section 179-27.C – Nonconforming Uses, Structures & Lots When a proposed change in lot shape or size will result in a net change in lot area to either lot, or will increase a setback nonconformance of any structure, a Special permit from the Board of Appeals is required (or the Planning Board when acting as the SPGA on consolidated permit applications). Section 179-35 – Cluster Residential Development Section 179-35.2 – Major Residential Development Section 179-38.1 – Medical Marijuana Dispensaries Rev. 12-2019 Page 2 of 2 Section 179-38.2 – Recreational Marijuana Establishments Section 179-39 – Sand and Gravel Operations Section 179-40.1 – Personal Wireless Services & Communications Facilities Section 179-42.2 – Accessory single-family dwelling units (ADUs) Section 179-42.3 – Accessory commercial dwelling units (ACDUs) Section 179-56 – Water Quality Protection District Section 179-69 – Natural Resources Protection Design Notes: PLANNING BOARD SITE PLAN REVIEW CHECKLIST Rev 12-2019 Page 1 of 2 A.____ Transportation 1.Is additional traffic anticipated (i.e more than 20 daily trips)? If no, skip to Access standards. 2.Level of Service (LOS) before and after. 3.Sight distance from driveways. 4.Trip reduction plan. B.____ Access 1.Number of curb cuts. 2.Joint driveways; location. 3.Consolidate existing access points. 4.Internal Circulation. 5.Any curb cut permits required by Mass DOT or Brewster DPW shall be provided to the Building Department prior to Certificate of Occupancy (suggested finding). 6.Pedestrian and bicycle circulation. 7.Separation of adjacent driveways (120’ in CH and VB). C.Reserved D.____ Parking 1. Parking/loading lot standards (see PB policy, adopted Sept. 2013). 2.Requested waivers. 3.Loading/unloading areas (loading at rear of lot wherever possible). 4.Location of parking (side/rear). 5.Shared parking. 6.Bicycle accommodation to include bicycle parking storage and bicycle/walking paths. 7.Storm water runoff. E.____ Landscaping and Appearance 1.Buffer to parking. 2.25% of front yard vegetated. 3.10-foot buffer to adjacent uses. 4.Storage areas buffered from street and neighbors. 5.Dead landscaping replaced within one growing season. 6.Building and architectural design compatible. 7.Separation between buildings. 8.Minimal asphalt. 9.Protect established trees. 10.Historic District. PLANNING BOARD SITE PLAN REVIEW CHECKLIST Rev 12-2019 Page 2 of 2 F.____ Environmental 1.Storm water management. 2.No land altering activity until all permits obtained. 3.Erosion control. G.____ Plants and Animals 1.No harm to any plant or animal in MA Natural Heritage and Endangered Species Program. 2.Specimen plants and trees (especially those exceeding 12 inches in diameter) preserved when possible. H.____ Lighting 1.Downward casting and full shielded. 2.No flickering or flashing lights. I.____ Noise 1.If exterior noise levels after construction are expected to exceed 100 decibels at source for more than 15 minutes, proof of mitigation is required. Notes: Special Use / Site Plan Approval Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project Prepared for: Distributed Solar Operations, LLC 200 Harborside Drive, Suite 200 Schenectady, NY 12305 Prepared by: Tetra Tech, Inc. 3136 South Winton Road, Suite 303 Rochester, NY 14623 Submitted: May 2020 Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project i 194-7098 TABLE OF CONTENTS 1.0 PROJECT OVERVIEW ........................................................................................................................................1 2.0 SITE DESCRIPTIONS ..........................................................................................................................................1 Brewster Driving Range .................................................................................................................................1 Brewster Golf Course .....................................................................................................................................2 3.0 REQUEST FOR PROPOSAL RESPONSE .........................................................................................................2 4.0 VISUAL IMPACT ..................................................................................................................................................2 5.0 NATURAL AND CULTURAL RESOURCES .......................................................................................................3 Threatened and Endangered Species ...........................................................................................................3 Wetlands and Waterbodies ............................................................................................................................4 Land Grading and Tree Removal ...................................................................................................................4 Massachusetts Historical Commission ..........................................................................................................4 6.0 DESIGN CONSIDERATIONS ..............................................................................................................................5 Lighting and Signage .....................................................................................................................................5 Site Security ...................................................................................................................................................5 Stormwater design .........................................................................................................................................5 7.0 OPERATION, MONITORING AND MAINTENANCE ..........................................................................................7 Operation and Maintenance plan ...................................................................................................................7 Safety and First Responders .........................................................................................................................8 Decommissioning Plan...................................................................................................................................8 APPENDICES APPENDIX A: ENGINEERING SITE PLANS ............................................................................................................9 APPENDIX B: LEASE AGREEMENTS AND INSURANCE DEMONSTRATION .................................................. 10 APPENDIX C: FAA DETERMINATION LETTERS ................................................................................................ 11 APPENDIX D: THREATENED & ENDANGERED SPECIES ................................................................................. 12 APPENDIX E: WETLANDS AND WATERBODIES ............................................................................................... 13 APPENDIX F: CULTURAL RESOURCES ............................................................................................................. 14 APPENDIX G: EQUIPMENT SPECIFICATIONS ................................................................................................... 15 APPENDIX H: OPERATION & MAINTENANCE PLAN ......................................................................................... 16 APPENDIX I: DECOMMINSSIONING PLANS ....................................................................................................... 17 Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 1 194-7098 1.0 PROJECT OVERVIEW Tetra Tech, Inc. (Tetra Tech) on behalf of Distributed Solar Operations, LLC (DSD) is seeking a Special Use Permit and Site Plan approval for the construction of the Brewster Driving Range and the Brewster Golf Course solar canopy projects (collectively, the Projects) located at 198 Commerce Park Road and 1000 Freemans Way respectively. The Brewster Driving Range site will cover approximately 36,962 square feet of the existing parking lot and have an output capacity of approximately 480 kilowatt (kW) alternating current (AC) and the Brewster Golf Course site will cover approximately 62,788 square feet of the existing northern parking lot and have an output capacity of approximately 1,000 kW AC. DSD proposes the development of the above photovoltaic (PV) solar energy generating canopies on The Captains Golf Course property, which is owned by the Town of Brewster. The Projects would be capable of delivering 100% of the produced electricity into the local electrical power grid, which is estimated at 1,488,000 kWh for the Golf Course site and 740,291 kWh for the Driving Range site annually. The Brewster Golf Course site will be paired with a Tesla battery energy storage system mounted on a concrete pad at the ground level. Prior to utility interconnection, direct current (DC) electrical power produced by the PV panels will be converted to AC electrical power via inverters located within the racking structure and carried through underground wiring to the pad-mounted transformer where the AC electrical power will be transferred into the existing local power grid via overhead electrical service. The PV panels proposed for this project are fixed-tilt panels that are positioned on the top of a steel-frame parking lot canopy approximately 18 feet above the ground surface, which will be sufficient for typical commuter vehicles to park under and emergency vehicles to access, if necessary. In addition, the Golf Course racking structure is designed with a snow and ice management system. Based on the Brewster Select Board decision dated May 4, 2020, the Driving Range site does not contain a snow and ice management system. The following sections address the General Requirements for Large-scale Ground-mounted Solar Power Generation Installations pursuant to § 179-75.5 of the Town of Brewster Zoning Code and the comments made by the Town of Brewster representatives during the Staff Review Meeting held on February 26, 2020. 2.0 SITE DESCRIPTIONS BREWSTER DRIVING RANGE The Brewster Driving Range site is located at 198 Commerce Park Road in Brewster, Barnstable County, Massachusetts. The Driving Range site is located on an approximately 0.4-acre portion of one land parcel identified as tax parcel no. 13.10.00.1000, which totals 128.92 acres of commercial and industrial properties and is owned by the Town of Brewster. The Driving Range site is limited to the existing asphalt-paved parking lot at The Captains Golf Course Practice Range. The Brewster Zoning Maps indicate the parcel is zoned as Industrial District; however, during the aforementioned Staff Review Meeting, the Planning Board representative noted that the site will be subject to the Special Use Permit Approval and Site Plan Review processes due to its location in a Water Quality Protection District (§ 179-56) and being co-permitted with the Golf Course site. The Driving Range site is bounded by undeveloped forested land and the Brewster Water Department to the north; Captain’s Golf Course driving range and undeveloped forested land to the east; Colson’s Landscaping followed by Secure Storage to the south; and Mayflower Glass & Mirror, AMA Excavating, and Specialty Builders to the west. According to the topographic survey performed by Northeast Survey Consultants of Easthampton, Massachusetts dated February 26, 2020, the Driving Range site is sloped from 80 feet above mean sea level (amsl) in the center of the site to 91 feet amsl at the northern and southern portions of the site. An engineering site plan set showing the extents of the property, existing conditions, proposed conditions and specifications is included in Appendix A. Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 2 194-7098 BREWSTER GOLF COURSE The Brewster Golf Course site is located at 1000 Freemans Way in Brewster, Barnstable County, Massachusetts. The Golf Course site is located on an approximately 1.43-acre portion of one land parcel identified as tax parcel no. 13.10.01.2000, which totals 299.5 acres of land, owned by the Town of Brewster, and occupied by the Captains Golf Course. The Golf Course site is limited to the northern existing asphalt-paved parking lot at The Captains Golf Course. The Brewster Zoning Maps indicate the parcel is zoned as Residential Rural and is subject to the Special Use Permit Approval and Site Plan Review processes. In addition, the Golf Course site is in a Water Quality Protection District (§ 179-56.D.1.c) and the coverage size of the site (62,788 square feet) exceeds 40,000 square feet. The Golf Course site is bounded by Freemans Way followed by VFW recreation space, AMA Excavating Quarry and Secure Storage to the north; the Captain’s Golf Course maintenance garage and associated golf course to the east; the Captain’s Golf Course and Freemans Grill to the south; and the Captain’s Golf Course landscaping area and forested land followed by U.S. Route 6 to the west. According to the topographic survey performed by Northeast Survey Consultants of Easthampton, Massachusetts dated February 25, 2020, the Golf Course site is sloped from 106 feet amsl in the eastern portion of the site to 92 feet amsl in the western portion of the site. An engineering site plan set showing the extents of the property, existing conditions, proposed conditions and specifications is included in Appendix A. 3.0 REQUEST FOR PROPOSAL RESPONSE The Project sites are proposed by DSD in response to the Request For Proposal (RFP) issued by Cape & Vineyard Electric Cooperative, Inc. (CVEC). The RFP outlines the search for tenants “to lease public rooftop, ground mount, and solar canopy space on municipal and regional school district property in the [Town] of Brewster…to install and operate solar energy facilities…and sell the solar energy generation to CVEC.” In addition, the PV facilities must be 25 kW or larger and have a service life of 20 years at rated load. In response to CVEC’s RPF, DSD is proposing to construct the Driving Range site and Golf Course site. Both Projects consist of longspan canopy designs 18 feet in height and are located on existing parking lots owned by Town of Brewster. The Driving Range site will have an output capacity of approximately 480 kW AC and the Golf Course site will have an output capacity of approximately 1,000 kW AC. The executed Lease Agreements and Insurance Documentation is included in Appendix B. 4.0 VISUAL IMPACT As previously discussed, the Projects are solar canopies that will be constructed on existing asphalt-paved parking lots. The Projects will consist of a steel, carport-like structure and be approximately 18 feet in height (with approximately 14 feet of clearance underneath the “roof” for parking commuter vehicles and for emergency vehicle access, if necessary). As seen in the photographic renderings below (Figure 1 and Figure 2), the PV modules that make up the “roof” of the canopy will be positionally fixed, tilted at 5˚ and oriented in two different directions to create a series of crests and troughs. The PV modules used for the Projects are anticipated to be Q Cells Peak Duo-G6, which are monocrystalline panels with anti-reflective coating commonly used in the residential and commercial rooftop and ground-mount solar energy markets. Due to the locations of the Projects, the canopy components will not be seen by any residential receptors; visual receptors will be mostly limited to direct observation within the existing parking areas of each site. In addition, the Golf Course site is naturally screened from vehicles traveling along Freemans Way due to an existing vegetative buffer along the road; the Driving Range site may be visible from the adjacent portions of Commerce Park Road but is not anticipated to create a visual hindrance to drivers. Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 3 194-7098 As an industry standard in site development, it is important to consider the potential ocular and physical impacts to navigable airspace. In accordance with CFR Title 14 Part 77.9 (Safe, Efficient Use, and Preservation of the Navigable Airspace) the Federal Aviation Administration (FAA) established an online Notice Criteria Tool that reports whether a proposed structure is in proximity to a jurisdictional air navigation facility and if formal submission to the FAA Obstruction Evaluation Group (OEG) is recommended. The Notice Criteria Tool also identifies final approach flight paths that may be considered vulnerable to a proposed structure’s impact on navigation signal reception. The Notice Criteria Tool was utilized to determine if the Driving Range and Golf Course sites are located within an FAA‐identified impact area based on the site’s boundaries and height above ground surface. The FAA Notice Criteria Tool Report stated that the Projects exceed notice criteria and formal filing with the FAA OEG was recommended. Tetra Tech formally filed the Projects with the FAA OEG and received determination letters on April 27, 2020 which stated that the Projects do not exceed obstruction standards and are not a hazard to air navigation. The FAA Determination Letters are included in Appendix C. 5.0 NATURAL AND CULTURAL RESOURCES THREATENED AND ENDANGERED SPECIES Tetra Tech, on behalf of DSD, performed a desktop review of the United States Fish and Wildlife Service Information for Planning and Consultation (IPaC) for the Projects. The IPaC determined that the Project sites may contain suitable northern long-eared bat habitat. Per the 4(d) rule for the northern long-eared bat, tree clearing is allowed as long as it is located greater than 0.25 mile from a known hibernacula and occurs outside of the pup season (June 1st through July 31st). However, tree clearing is not proposed for the construction of the Projects except for removal of small ornamental trees within the Golf Course site, which are not suitable bat habitat. No other threatened and endangered species were identified within the Project areas as they are within developed areas. In addition, Tetra Tech reviewed the Massachusetts Geographic Information System (GIS) Online Data Viewer (OLIVER) on January 3, 2020 to identify any Natural Heritage and Endangered Species Program (NHESP) areas in the vicinity of the sites. NHESP data indicates whether an area lies in the geographic extent of habitat of state- listed species (endangered, threatened, or special concern) in Massachusetts based on observations within the Figure 1: Site rendering of 1000 Freemans Way Figure 2: Site rendering of 198 Commerce Park Road Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 4 194-7098 last 25 years. The NEHSP determined that neither Project site is located within a mapped NHESP Priority Habitat of Rare Species or NHESP Estimated Habitat of Rare Wildlife. The IPaC results and screenshots of the OLIVER database are included in Appendix D. WETLANDS AND WATERBODIES Tetra Tech reviewed OLIVER on January 3, 2020 to identify any mapped wetlands and/or waterbodies on the Project sites or in the surrounding areas. Based on this review, no federal, state or locally-protected wetlands or waterbodies were mapped on or within 1,000 feet of the Project sites. Please note that the Captains Golf Course maintains the grounds surrounding the Project sites and, especially in the Golf Course site, water features associated with the golf course are subject to change at the discretion of the Captains Golf Course; however, waterbodies associated with the golf course are not anticipated to impact the permitting implications of the Projects. In addition, CVEC, on behalf of DSD, consulted with the Cape Cod Commission on March 12, 2020 to inquire whether the Projects require formal Development of Regional Impact (DRI) review by the Commission due to their size, nature of the use, existing site conditions, proximity to natural resources, etc. The Commission responded on March 13, 2020 stating that the Projects do not require DRI review as the Projects are not considered a “Change of Use” as well as a “Municipal Use” and are not subject to DRI requirements for commercial and industrial uses. The OLIVER database screenshot and the Cape Cod Commission correspondence are included in Appendix E. LAND GRADING AND TREE REMOVAL The proposed Projects will be constructed on the existing parking lots of the sites. No land grading, filling, or paving is anticipated except for the boring and filling of the steel/concrete footers of the canopy and the minimal grading and pouring of the transformer and battery storage (only on the Golf Course site) equipment pads. There are no existing trees that will be removed on the Driving Range site; however, the Golf Course site contains existing raised landscaped areas inside of the canopy footprint with 21 total trees that will be removed (see Appendix A, Golf Course sheet A-103). Existing trees located in the Golf Course project area that are removed will be replaced pursuant to Brewster Code §179-66.G.2. Tetra Tech has received initial inquiries for the replacement tree locations on the Golf Course property and on Paul Hush Way from the Town. Tetra Tech, on behalf of DSD, will coordinate with the Brewster Tree Warden to locate the replacement trees and choose the most applicable and economically reasonable species prior to the issuance of a building permit. MASSACHUSETTS HISTORICAL COMMISSION To assess the potential presence of properties listed on or eligible for listing on the National Register of Historic Places on the Project sites and surrounding areas, the Massachusetts Cultural Resource Information System (MACRIS) was reviewed on November 21, 2019. The MACRIS “allows [users] to search the Massachusetts Historical Commission (MHC) database for information on historic properties and areas in the Commonwealth.” The desktop review of MACRIS did not identify cultural resources on either Project site or on their surrounding properties; however, this database does not include information on all historic properties in Massachusetts. Therefore, a Project Notification Form (PNF) was submitted to MHC for both Project sites on March 26, 2020 for review and comment. To date, Tetra Tech has not received a response from MHC regarding these PNFs and is over the 30-day response period; therefore, pursuant to 950 CMR 71.00, the Projects may proceed without further consultation. The MACRIS database output and the MHC submission packages are included in Appendix F. Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 5 194-7098 6.0 DESIGN CONSIDERATIONS DSD and Tetra Tech developed the attached Site Plan package in accordance with the Brewster Code §179-75.5 “General requirements for large-scale ground-mounted solar power generation installations”, the recommendations of the Town of Brewster Departments represented at the Staff Review Meeting, the Brewster Request for Proposal mentioned above, and the CVEC Interconnection Agreements. The Interconnection Agreement for the Driving Range is anticipated to be received on June 2, 2020 from Eversource Energy and the Interconnection Agreement for the Golf Course site was received by DSD on November 5, 2019. Based on email correspondence from the Town on May 20, 2020, these executed Agreements can be provided to the Town during the Site Plan Application process. The proposed Project equipment consists of the following: • Q Cells Peak Duo L-G6.3 monocrystalline solar panels with anti-reflective coating • CBC Steel Buildings custom steel canopy • CPS 60 kW medium power three phase string inverters • Eaton three phase, pad-mounted compartmental type transformer • Tesla Powerpack lithium-ion battery storage component (Golf Course site only) The equipment specification sheets are included in Appendix G. LIGHTING AND SIGNAGE As per the lighting standards outlined in § 175-66.H and § 179-75.5.I, no flickering or flashing lights will be installed. As noted by the Planning Board during the Staff Review Meeting, lighting outside of the solar canopy footprint is not required and, therefore, is not proposed. Lighting within the solar canopy is also not proposed due to the lack of existing lighting at the sites. As per the signage standards outlined in § 179-75.5.I and the Staff Review Meeting, signs on the Project sites will comply with Article VI requirements and identify the owner, provide a 24-hour emergency contact phone number, and be approved by the Brewster Fire Department before installation. SITE SECURITY As discussed in Section 4.0 of this application, the PV panels will be approximately 18 feet in height with approximately 14 feet of clearance underneath the “roof”. This height will act as a security barrier for the panels at both Project sites. Transformer (both sites) and battery storage (Golf Course site) equipment pads will be located near the interconnection point and enclosed in a lock box and surrounded by chain link fences with locked egress gate. Inverters will be located on some of the steel columns and do not require additional security measures. STORMWATER DESIGN Both Project sites are located in a Municipal Separate Storm Sewer System (MS4) district held by the Town of Brewster. In addition, the sites are located in a Water Quality Protection District triggered by the Zone II Wellhead Protection District and are subject to the requirements outlined in the Brewster Code (§ 179-57) for the effective treatment and retention of stormwater in Zone II for altered use. It is Tetra Tech’s and DSD’s assumption that the existing stormwater drainage systems at the sites comply with the Performance Standards outlined in § 179-57; therefore, based on the drainage analysis (see Appendix A) performed by Tetra Tech, can be used to accommodate the proposed Projects. The following sub sections outline the response to subsections A though H of § 179-57. A. Driving Range: The runoff that reaches the existing outfall in the central portion of the parking lot is currently from the existing asphalt parking lot, which has a nitrogen load standard of 1.50 mg/L. The Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 6 194-7098 addition of the Project (without a snow and ice management system) allows for rain water to flow across the elevated modules (nitrogen load standard of 0.75 mg/L) and onto the existing parking area before reaching the existing stormwater catchment; however, a portion of the runoff will travel less distance on the existing asphalt parking lot because it initially falls on the modules instead of the parking lot. Overall, the runoff from the Project will effectively slightly decrease the nitrogen load due to runoff traveling less distance along the parking lot and has less potential to gather nitrogen pollutants. Golf Course: The Golf Course site contains a snow and ice management system that will direct a large portion of the runoff from the modules into the existing stormwater catchments without significant contact to the parking lot. Based on the reduction of runoff from the parking lot (which has a higher nitrogen load standard), the nitrogen load in the runoff will effectively decrease. B. The Projects do not consist of hazardous or toxic materials. The Golf Course site contains a Tesla Powerpack lithium-ion battery storage system that is contained in a weatherproof steel enclosure. C. The Projects do not consist of hazardous or toxic materials nor do they generate waste during operation. D. The Projects do not produce waste or dispose of any solid and/or liquid materials during operation. E. Driving Range: the addition of the Project on the site increases the impervious surface by approximately 22 percent, and increases the on-site runoff flows by 1 cfs during the 100-year recurrence interval. The existing stormwater management system was evaluated under the proposed conditions and was found adequate to accommodate the increase in flow. In addition, the existing stormwater management system conveys runoff from the parking lot and is stored in an existing vegetated detention pond to the west of the driving range. From the existing detention pond, stormwater exfiltrates and discharges to the northwest into a wooded and vegetated area to allow for infiltration and groundwater recharge on-site. Golf Course: the addition of the Project on the site increases the impervious surface by approximately 15 percent, and increases the on-site runoff flows by 2.1 cfs during the 100-year recurrence interval. The existing stormwater management system was evaluated under the proposed conditions and was found adequate to accommodate the increase in flow. Therefore the proposed design does not change the integrity of the existing stormwater management system as the snow and ice management system will direct a portion of the runoff into the existing curbed and vegetated parking lot islands and the rest of the runoff to the existing stormwater catchments that flow to the existing vegetated detention ponds to the north and west of the parking lot. This design allows for the continued operation of the vegetated parking lot islands with a natural rainwater irrigation system as well as preserving the integrity of the existing stormwater catchments that will receive approximately the same amount of runoff during post- development conditions. The existing detention pond to the west includes adequate storage to handle the increase in flow without overtopping the adjacent road, stormwater will naturally exfiltrate and provide groundwater recharge on-site. The majority of the increase in flow is conveyed to the north existing detention pond, collected stormwater will naturally exfiltrate, providing groundwater recharge on-site and discharge via a natural channel to the northwest as it does under existing conditions. Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 7 194-7098 F. Stormwater management practices: a. The Projects’ runoff will be retrofitted to the existing stormwater management systems, which treat the stormwater on-site with surface infiltration to vegetated detentions. b. Post development discharge rates for the Projects are increased slightly, 1 cfs and 2.1 cfs during the 100-year recurrence interval for the Driving Range and Golf Course Sites respectively. c. The runoff as a result of the Projects will collect into existing on-site detention ponds and naturally exfiltrate to recharge the local groundwater supply. Runoff from the Projects is anticipated to discharge as it does under existing conditions. d. It is assumed that the existing stormwater management systems meet the total annual suspended solids (TSS) criteria of 80% removal. In addition, the Projects will decrease the flows traveling across the existing parking lot surfaces which will effectively decrease TSS accumulation in the runoff. e. It is assumed that the current stormwater management features will be maintained under the existing stormwater management plans for the sites. In addition, regular preventative maintenance will be conducted on an annual basis which will include the inspection of the snow and ice management system at the Golf Course site and the existing stormwater management systems pertaining to the Projects at both sites. G. Earth removal operations will be limited to borings for structural elements during the construction period. These operations will be less than five acres in surface area and be designed using the geotechnical survey data obtained by Weston & Sampson Engineers, Inc. of Reading, Massachusetts on May 5, 2020. Please note that groundwater was not encountered to a depth of 20 feet below ground surface during the geotechnical survey. H. DSD and Tetra Tech are not aware of any groundwater monitoring wells at the sites and do not anticipate the Town will require them. The presence of both Project sites in a MS4 district will require a National Discharge Elimination System (NPDES) MS4 permit and the development, implementation and enforcement of a Storm Water Management Program (SWMP) during construction. The SWMP will outline stormwater control practices in conjunction with requirements of the NPDES MS4 permit. The Town of Brewster has a draft stormwater management bylaw. Based on discussions held during the Staff Review Meeting, the Projects will not be held to the draft bylaw. 7.0 OPERATION, MONITORING AND MAINTENANCE OPERATION AND MAINTENANCE PLAN DSD’s general Operation and Maintenance Plan (included in Appendix H) will be implemented on the Projects. The Operation and Maintenance Plan will include general procedures for operational maintenance of the installation. Preventative maintenance will be conducted on an annual basis that will include the testing and inspection items outlined in Appendix H. In addition, unplanned maintenance will be completed on an as-needed basis that may include painting, structural repairs and integrity of security measures. The Projects will be actively Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 8 194-7098 monitored automatically to ensure that equipment is operating safely and efficiently, and such that unexpected problems can be addressed immediately. SAFETY AND FIRST RESPONDERS As per the emergency services requirements outlined in § 175-66.J, Tetra Tech will provide a copy of the project summary, electrical plans, and site plans to the Town Fire Chief. Both Project sites will be in compliance with 527 CMR 1.00 Massachusetts Comprehensive Fire Code and the National Fire Protection Association (NFPA) Fire Code standards. The purpose of CMR 1.00 is “to prescribe minimum requirements and controls to safeguard life, property and public welfare from the hazards of fire and explosion created by the storage, handling or use of substances, materials or devices, or from conditions, or materials hazardous to life, property and the public welfare….” In addition, special attention will be paid to Chapter 18 Fire Department Access and Water Supply. As requested during the staff review meeting, the Projects will have a minimum 14-foot clearance to provide access to local emergency vehicles. In addition, transformers and battery storage equipment will be in an easily accessible location to accommodate the Brewster Fire Department access. Prior to operation, four daytime training sessions will be held for Fire Department personnel to become familiarized with both Project sites and review safety procedures and protocols. DECOMMISSIONING PLAN As per CVEC’s Common Technical Specifications, the PV systems will have a service life of 20 years at rated load. Once the PV systems have reached the end of their useful lives they will be removed. DSD will notify the Planning Board of the proposed date to discontinue operations and plans for removal. DSD will remove the installations within 150 days of the date of discontinued operations. Decommissioning plans will consist of the physical removal of the PV installations and associated equipment, disposal of any solid and hazardous waste, recycling of applicable materials, and stabilization or revegetation of the Project sites to pre-development conditions. The site-specific preliminary decommissioning plans are included in Appendix I. Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 9 194-7098 APPENDIX A: ENGINEERING SITE PLANS PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMTITLE SHEETG-001198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJNPROJECTLOCATION CAPE AND VINEYARD ELECTRIC COOPERATIVEBREWSTER DRIVING RANGEPHOTOVOLTAIC SYSTEMSHEET INDEX:G-001TITLE PAGEA-100OVERALL SITE PLANA-101.1ENLARGED SITE PLANA-101.2ENLARGED SITE PLANA-102FOUNDATION PLANA-103PARKING PLANA-200SECTIONSA-201SECTIONSA-202SECTIONSA-300DETAILS*C-101EXISTING STORM WATER CONDITIONS*C-102PROPOSED STORM WATER CONDITIONSGENERAL PLAN SYMBOLSSCALE:016'32'64'1/16" = 1'-0"NA11A2011A201SCALE:1PLAN VIEW1/8"=1'-0"MATCHLINE SEE SHEETSHEETNUMBER of1NORTH ARROWELEVATION VIEW / REFERENCEPLAN SCALEGRID COLUMNDETAIL REFERENCE CALLOUTDRAWING TITLEREVISION CLOUD1MATCH LINE1SQUARE KEY NOTESECTION1A2011A201SYSTEM SPECIFICATIONSPANEL MODELHANWHA Q.PEAK DUOL-G8.3 BF 415WNUMBER OF PANELS1568SYSTEM POWER, KWSTC650.72SYSTEM POWER, KWAC480.00TILT5°AZIMUTH274° / 94°CANOPY ARRAY SQUARE FOOTAGE36,962UTILITYEVERSOURCEPERMITTING AUTHORITYTOWN OF BREWSTERAPPLICABLE CODE2015 IBCZONINGINDUSTRIALOCCUPANCY CATEGORYCAT. IIWIND SPEED / WIND EXPOSURE140MPH / CAT. CGROUND SNOW25PSFSEISMIC CATEGORYASCE 7-10, CLASS DPROJECT TEAMDAVE COLUMBO, PEPOWER ENGINEERS, LLCDUXBURY, MA 02332(508) 612-0382ROY H. ARASHI, PE 54335APPLIED ENGINEERING, INC.129 INDEPENDENCE CT.GRASS VALLEY, CA 95945(530) 838-5358JOHN SCARAMUZZO, PETETRA TECH10 POST OFFICE SQUARE, SUITE 1100BOSTON, MA 02109(617) 443-7500DISTRIBUTED SOLAR DEVELOPMENT, LLC200 HARBORSIDE DRIVE, STE. 200SCHENECTADY, NY 12305DISTRIBUTED SOLAR OPERATIONS, LLC200 HARBORSIDE DRIVE, STE. 200SCHENECTADY, NY 12305THOMAS J. STRIKE, PEWESTON & SAMPSON7 PERIMETER ROADMANCHESTER, NH 03103(603) 263-92963 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJGENERAL RESPONSIBILITY OF CHARGE:I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BYME, AND THAT I AM DULY LICENSED ARCHITECT/ENGINEER UNDER THELAWS OF THE STATE OF MASSACHUSETTS.THE DRAWING OR SHEETS MARKED WITH AS ASTERISK(*) HAVE BEENPREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHOARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS INTHE STATE OF MASSACHUSETTS.__________________________________________________________________SIGNATURE DATEDESIGN PROFESSIONAL DESIGNATED TO BE GENERAL CHARGE__________________________________________________________________LICENSE NUMBEREXPIRATION DATE5/22/202054335 6/30/2022 5/22/2020, 10:55:01 amAs design professional in responsible charge. COMMERCE PARK ROAD PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMOVERALLSITE PLANA-100198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 3/19/20 30% REVIEW BRJAJN 2 4/27/20 60% REVIEW BRJAJNNCP-1ASCALE:1OVERALL SITE PLAN1/32"=1'-0"1A-101.1PROPERTY LINEBREWSTER DRIVING RANGE CARPORT SUMMARYCANOPYNUMBERSTRINGSPANELSMODELPOWER(W)COLUMNSSQ. FEETACTUALLENGTH (FT.)ACTUAL WIDTH(FT.)POWER(KWSTC)PANEL TILTAZIMUTHCP-1A?21X40 = 840Q.PEAK DUOL-G6.34151519,805136'-7"145'-0"348.605°274° / 94°CP-1B?13X56 = 728Q.PEAK DUOL-G6.34151417,157191'-2"89'-9"302.125°274° / 94°TOTAL15682936,962650.72CP-1B191'-2"91'145'38'17'-1"A-101.2125'-5"136'-7"328'-9"ELECTRICAL PAD7' CHAIN LINK FENCE(3) NEW UTILITY POLESEXACT LOCATION TO BE DETERMINED3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. 135246978ABACPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMENLARGED SITEPLANA-101.1198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJNSCALE:1ARRAY PLAN CP1A3/32"=1'-0"136'-658" (40 MODULES)N30'-834"30'-834"30'-834"STRUCTURAL STEEL BEAMSTRUCTURAL STEEL COLUMN60'-6"60'-6"29'-012"30'-834"30'-834"30'-834"1A2001A2001A2011A2012A2013A2011A2023A202CP-1ACP-1B3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. 56971081112ABCPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMENLARGED SITEPLANA-101.2198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJNSCALE:1ARRAY PLAN CP1B3/32"=1'-0"191'-2316"(56 MODULES)60'-6"30'-834"30'-834"30'-834"27'-31316"27'-31316"30'-834"14'-814"STRUCTURAL STEEL BEAMSTRUCTURAL STEEL COLUMNN2A2013A2011A2023A2021A2011A2012 A200 2 A200 CP-1ACP-1B3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. 135246971081112ANPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMFOUNDATIONPLANA-102198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJN A3001SCALE:1FOUNDATION PLAN3/32"=1'-0"(E) ASPHALT SIDEWALK(E) WOOD GUARD RAIL(E) WOOD GUARD RAIL(E) WOOD BUILDING(E) UNKNOWN UTILITY (ELEC. OR WATER)A3002A3002A3003A3002(E) ASPHALT CURB (TYP)9'-7"FOUNDATION IN PROXIMITY OF UNDERGROUND UTILITYMAY REQUIRE SOFT DIG TO LOCATE PRIOR TO DRILLING(E) STORM WATER DRAINAGE3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMPARKING PLANA-103198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJNSCALE:1PARKING STRIPING PLAN1/16"=1'-0"N24'-278"23'-4"22'-5"9' TYP.18' TYPNOTES:1.EXISTING PAVED LOT TO REMAIN AS SHOWN ON SURVEY.2.PARKING STRIPING DOES NOT CURRENTLY EXIST AND IS NOT INCLUDED IN SOLAR SCOPE OF WORK.3.REFER TO SHEET A-301 FOR COLUMN DETAILS AT GRADE.CANOPY OUTLINE3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMSECTIONSA-200198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJN SCALE:1SECTION - GRIDLINE 3 - NORTH3/16"=1'-0"30"DIA. CONCRETE PIERSCALE:2SECTION - GRIDLINE 9 - SOUTH3/16"=1'-0"BEAM / RAFTERSOLAR MODULEPURLINCOLUMNTAPERED RAFTERCOLUMNSOLAR MODULEPURLINT.B.D2'-6"SHOWNT.B.D12' SHOWN14'15'-1012"14'14'-6"14'-218"ABC60'-6"60'-6"8'-51116"15'-6"60'-6"EXISTING WOOD GUARD RAILEXISTING STRUCTURECBA30"DIA. CONCRETE CURBASPHALT SIDEWALK30"DIA. CONCRETE CURB30"DIA. CONCRETE CURB14'-358"17'-01116"3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMSECTIONSA-201198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJN SCALE:1SECTION1/8"=1'-0"GRADE BENCHMARKEL. = 90.5'SCALE:2SECTION1/8"=1'-0"SCALE:3SECTION1/8"=1'-0"MATCHLINE SEE DETAIL 3 MATCHLINE SEE DETAIL2 14'15'14'-6"12'-6"12'-6"12'12'13'13'13'13'12'-6"13'-8"13'-9516"14'-158"13'-1038"13'-318"14'-8"14'-1158"15'-512"15'-3916"15'-6516"15'-958"17'-1916"17'-9316"17'-21116"16'-71116"15'-1112"14'-10716"15'16'16'-6"17'16'-6"GRADE BENCHMARKEL. = 90.5'GRADE BENCHMARKEL. = 90.5'BEAM CLEARANCECOLUMN LENGTHBEAM CLEARANCECOLUMN LENGTHBEAM CLEARANCECOLUMN LENGTHCURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300PIER DETAILSEE SHEET A-300PIER DETAILSEE SHEET A-300PIER DETAILSEE SHEET A-300PIER DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-3008'-1"8'-1158"9'-1516"8'-01316"6'-111316"5'-958"4'-314"7'-51516"5'-10516"4'-312"2'-8916"1'1'-614"2'-111116"4'-518"5'-234"EXISTING GRADEBENCHMARK = 0'-0"EXISTING GRADEEXISTING GRADE1234512345676789101112530'-834"30'-834"30'-834"30'-834"30'-834"30'-834"30'-834"30'-834"30'-834"30'-834"30'-834"27'-31316"27'-31316"30'-834"30'-81316"27'-378"27'-378"30'-81316"30'-81316"30'-81316"30'-9316"30'-9316"30'-9316"30'-9316"30'-9316"30'-9316"30'-9316"30'-9316"2.6°2.6°0.9°3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMSECTIONSA-202198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJN SCALE:1SECTION1/8"=1'-0"SCALE:2SECTION1/8"=1'-0"MATCHLINE SEE DETAIL 2 MATCHLINE SEE DETAIL1 15'-6"17'16'15'-6"15'-6"15'15'15'-6"15'-8"15'-0316"14'-1134"15'-438"15'-814"16'-158"17'-1018"18'-978"18'-534"17'-834"16'-0716"GRADE BENCHMARKEL. = 90.5'GRADE BENCHMARKEL. = 90.5'17'-8"18'-9"18'16'16'-111516"BEAM CLEARANCECOLUMN LENGTHBEAM CLEARANCECOLUMN LENGTHCURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300CURB DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-300SIDEWALK DETAILSEE SHEET A-3002'2'-9116"4'-1916"5'-1118"7'-71516"8'-5"9'-8316"10'-2"9'-334"8'-078"6'-1018"5'-5516"EXISTING GRADE67891011125675123430'-9316"30'-9316"30'-9316"30'-9316"30'-81316"30'-81316"30'-81316"27'-378"27'-378"30'-81316"30'-834"30'-834"30'-834"30'-834"30'-834"30'-834"27'-31316"27'-31316"30'-834"30'-834"2.6°0.9°3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEMDETAILSA-300198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 03/19/20 30% DESIGN DEVELOPMENT BRJAJN SCALE:1DETAIL - PIER1/2"=1'-0"CUT/PATCH ASPHALTSCALE:2DETAIL - CURB1/2"=1'-0"SCALE:3DETAIL - SIDEWALK1/2"=1'-0"30"DIA. CONCRETE PIERSTEEL COLUMNNON-SHRINK GROUT5000PSI, 34" MIN, 4" MAX1" CHAMFERANCHOR BOLT6"30"DIA. CONCRETE PIER1" CHAMFER EDGE2'-6" MIN.CUT/PATCH ASPHALT30"DIA. CONCRETE CURBASPHALT "CURB"ASPHALT SURFACELANDSCAPE GRADESTEEL COLUMNNON-SHRINK GROUT5000PSI, 34" MIN, 4" MAX1" CHAMFERANCHOR BOLT6"30"DIA. CONCRETE PIER1" CHAMFER EDGE4" MIN.CUT/PATCH ASPHALT30"DIA. CONCRETE FOUNDATIONASPHALT CURB4'4'STEEL COLUMNNON-SHRINK GROUT5000PSI, 34" MIN, 4" MAX.1" CHAMFERANCHOR BOLT10"30"DIA. CONCRETE FOUNDATIONPATCH ASPHALTPARKING ASPHALTSIDEWALK ASPHALTPARKING ASPHALTLANDSCAPE3 5/21/20 PERMIT DRAWINGS AJN BRJ 2 4/27/20 60% REVIEW AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. COMMERCE PARK RDEX. PIPE INVERT (1126)ELEVATION = 79.02EX. CATCH BASIN (1156)RIM ELEVATION = 79.57INVERT ELEVATION = 78.07EX. PIPE INVERT (1452)ELEVATION = 74.63EX. PIPE INVERT (1303)ELEVATION = 64.74EX. FLOW CONTROLFACILITYPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:www.tetratech.com19803 North Creek ParkwayBothell, Washington 98011Phone: 425-482-7600 Fax: 425-482-7652NOT FORCONSTRUCTIONCVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEM 198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 05/22/20 ISSUED FOR PERMIT CMJSA SCALE:1EXISTING STORMWATER CONDITIONS1"= 20'NLEGEND EXISTING STORMWATER PIPE EXISTING STORMWATER CATCHBASIN EXISTING STORMWATER PIPE INLET/OUTLET EXISTING RIPRAP EXISTING DRAINAGE AREA EXISTING IMPERVIOUS SURFACE AREADD1S3S2SC-101EXISTING STORMWATER SUMMARYDRAINAGE AREAPOINT OFDISCHARGETOTAL AREA,SQUARE FEETIMPERVIOUS AREA,SQUARE FEETPERVIOUS AREA,SQUARE FEET1S112619,7131,52918,1842S115647,72633,65814,0683S13035,0637374,3261S2S3SFLOWFLOWF L OW FLOWF L OW FLOWEXISTINGSTORMWATERCONDITIONSDRIVING RANGE COMMERCE PARK RDEX. PIPE INVERT (1126)ELEVATION = 79.02EX. CATCH BASIN (1156)RIM ELEVATION = 79.57INVERT ELEVATION = 78.07EX PIPE INVERT (1452)ELEVATION = 74.63EX PIPE INVERT (1303)ELEVATION = 64.74PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:www.tetratech.com19803 North Creek ParkwayBothell, Washington 98011Phone: 425-482-7600 Fax: 425-482-7652NOT FORCONSTRUCTIONCVEC - BREWSTER DRIVING RANGE PHOTOVOLTAIC SYSTEM 198 COMMERCE PARK ROAD BREWSTER, MA 02631 1 05/22/20 ISSUED FOR PERMIT CMJSA SCALE:1PROPOSED STORMWATER CONDITIONS1"= 20'NLEGEND EXISTING STORMWATER PIPE EXISTING STORMWATER CATCHBASIN EXISTING STORMWATER PIPE INLET/OUTLET EXISTING RIPRAP PROPOSED DRAINAGE AREA EXISTING IMPERVIOUS SURFACE AREA PROPOSED SOLAR ARRAY CANOPYDD1S3SCP-1BC-102PROPOSED STORMWATER SUMMARYDRAINAGE AREAPOINT OFDISCHARGETOTAL AREA,SQUARE FEETIMPERVIOUS AREA,SQUARE FEETPERVIOUS AREA,SQUARE FEET1S112615,085015,0852S115619,80519,80503S115617,15717,1570115619,1716,41112,76013033,8593093,5501S2S3S2S2SCP-1ACP-1BCP-1AFLOWFLOWF L OW FLOWFLO W FLOWPROPOSEDSTORMWATERCONDITIONSDRIVING RANGE PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSETITLE SHEETG-0011000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALM CAPE AND VINEYARD ELECTRIC COOPERATIVEBREWSTER GOLF COURSEPHOTOVOLTAIC SYSTEMPROJECTLOCATION2 5/17/20 90% PERMIT DRAWINGS AJN BRJ GENERAL PLAN SYMBOLSSCALE:016'32'64'1/16" = 1'-0"NA11A2011A201SCALE:1PLAN VIEW1/8"=1'-0"MATCHLINE SEE SHEETSHEETNUMBER of1NORTH ARROWELEVATION VIEW / REFERENCEPLAN SCALEGRID COLUMNDETAIL REFERENCE CALLOUTDRAWING TITLEREVISION CLOUD1MATCH LINE1SQUARE KEY NOTESECTION1A2011A201SYSTEM SPECIFICATIONSPANEL MODELHANWHA Q.PEAK DUOL-G8.3 BF 415WNUMBER OF PANELS2664SYSTEM POWER, KWSTC1105.56SYSTEM POWER, KWAC1000.00TILT5°AZIMUTH13° / 193°CANOPY ARRAY SQUARE FOOTAGE62,788UTILITYEVERSOURCEPERMITTING AUTHORITYTOWN OF BREWSTERAPPLICABLE CODE2015 IBCZONER-ROCCUPANCY CATEGORYCAT. IIWIND SPEED / WIND EXPOSURE140MPH / CAT. CGROUND SNOW25PSFSEISMIC CATEGORYASCE 7-10, CLASS BSHEET INDEX:G-001TITLE PAGEA-100OVERALL SITE PLANA-101.1ENLARGED SITE PLANA-101.2ENLARGED SITE PLANA-102TREE REMOVAL PLANA-200SECTIONSA-201SECTIONSA-202SECTIONS*C-103EXISTING STORM WATER CONDITIONS*C-104PROPOSED STORM WATER CONDITIONSPROJECT TEAMDAVE COLUMBO, PEPOWER ENGINEERS, LLCDUXBURY, MA 02332(508) 612-0382ROY H. ARASHI, PE 54335APPLIED ENGINEERING, INC.129 INDEPENDENCE CT.GRASS VALLEY, CA 95945(530) 838-5358JOHN SCARAMUZZO, PETETRA TECH10 POST OFFICE SQUARE, SUITE 1100BOSTON, MA 02109(617) 443-7500DISTRIBUTED SOLAR DEVELOPMENT, LLC200 HARBORSIDE DRIVE, STE. 200SCHENECTADY, NY 12305DISTRIBUTED SOLAR OPERATIONS, LLC200 HARBORSIDE DRIVE, STE. 200SCHENECTADY, NY 12305THOMAS J. STRIKE, PEWESTON & SAMPSON7 PERIMETER ROADMANCHESTER, NH 03103(603) 263-92963 5/21/20 PERMIT DRAWINGS AJN BRJGENERAL RESPONSIBILITY OF CHARGE:I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BYME, AND THAT I AM DULY LICENSED ARCHITECT/ENGINEER UNDER THELAWS OF THE STATE OF MASSACHUSETTS.THE DRAWING OR SHEETS MARKED WITH AS ASTERISK(*) HAVE BEENPREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHOARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS INTHE STATE OF MASSACHUSETTS.__________________________________________________________________SIGNATURE DATEDESIGN PROFESSIONAL DESIGNATED TO BE GENERAL CHARGE__________________________________________________________________LICENSE NUMBEREXPIRATION DATE5/22/2020, 10:55:01 amAs design professional in responsible charge. 5/22/202054335 6/30/2022 7916"FREEMAN'S WAYPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSE PHOTOVOLTAIC SYSTEMOVERALLSITE PLANA-1001000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALM CP-1CP-2SCALE:1OVERALL SITE PLAN1/32"=1'-0"1A-101266'-4"124'-4"239'124'-3"BREWSTER GOLF COURSE CARPORT SUMMARYCANOPYNUMBERSTRINGSPANELSMODELPOWER(W)COLUMNSSQ. FEETACTUALLENGTH (FT.)ACTUAL WIDTH(FT.)POWER(KWSTC)PANEL TILTAZIMUTHCP 17818X78 = 1,404Q.PEAK DUOL-G6.34152033,092124'-3"266'-4"582.665°194° / 14°CP 27018X70 = 1,260Q.PEAK DUOL-G6.34152029,696124'-3"239'-0"522.905°194° / 14°TOTAL14826644062,7881A2001A2002 A200 2 A200 N2 5/17/20 90% PERMIT DRAWINGS AJN BRJ ELECTRICAL PAD7' CHAIN LINK FENCE(3) NEW UTILITY POLESEXACT LOCATION TO BE DETERMINED3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. 136524789ABPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSE PHOTOVOLTAIC SYSTEMENLARGED SITEPLANA-101.11000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALMSCALE:1ENLARGED SITE PLAN - CP13/32"=1'-0"266'-31116"(78 MODULES)N54'-758"27'-31316"27'-31316"27'-31316"30'-834"27'-31316"70'MINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERSTRUCTURAL STEEL BEAMSTRUCTURAL STEEL COLUMNPRIMARY COLLECTION GUTTERPRIMARY COLLECTION GUTTERPRIMARY COLLECTION GUTTER27'-31316"27'-31316"1/2A2011/2A2013/4A2013/4A2012 5/17/20 90% PERMIT DRAWINGS AJN BRJ 3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. 101112141716131518ABPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSE PHOTOVOLTAIC SYSTEMENLARGED SITEPLANA101.21000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALMSCALE:1ENLARGED SITE PLAN - CP23/32"=1'-0"238'-1178"(70 MODULES)N27'-31316"27'-31316"27'-31316"30'-834"30'-834"27'-31116"27'-31316"27'-378"70'STRUCTURAL STEEL BEAMSTRUCTURAL STEEL COLUMNPRIMARY COLLECTION GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERMINI GUTTERPRIMARY COLLECTION GUTTERPRIMARY COLLECTION GUTTER1/2A2021/2A2023/4A2023/4A2022 5/17/20 90% PERMIT DRAWINGS AJN BRJ 3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. ZONE: R-RFREEMAN'S WAYPROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSE PHOTOVOLTAIC SYSTEMTREE REMOVALPLANA-1021000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALM TREE LEGENDTREE TO BE REMOVED(21 TOTAL)TREE TO REMAINLIGHTPOLE LEGENDLIGHTPOLE TO BE REMOVED(1 TOTAL)LIGHTPOLE TO REMAINSCALE:1TREE & LIGHT POLE REMOVAL PLAN1/32"=1'-0"EXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAIN (TYP)EXISTING LIGHT POLE TO REMAINCANOPY OUTLINEN2 5/17/20 90% PERMIT DRAWINGS AJN BRJ 3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305BISHOP RANCH 1 BR1-X PHOTOVOLTAIC SYSTEMARRAY SECTIONSA-2001000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALMSCALE:2TYPICAL CANOPY SECTION - EAST3/16"=1'-0"SCALE:1TYPICAL CANOPY SECTION - WEST3/16"=1'-0"COLUMN+/-18'-7"14' MIN.124'-3316"70'14'+/- 19'70'27'27'COLUMNTAPERED RAFTERSOLAR PANELGUTTERPURLINTAPERED RAFTERSOLAR PANELGUTTERPURLINT.B.D12' SHOWNT.B.D2'-6"SHOWN27'-7"27'124'-3316"2 5/17/20 90% PERMIT DRAWINGS AJN BRJ COLLECTION GUTTER6" CORRUGATED ROUND DOWNSPOUT24GA. GALV. STEELCONNECTION TO EXISTING UNDERGROUNDSTORM WATER SYSTEMREFER TO CIVIL DRAWINGS3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSE PHOTOVOLTAIC SYSTEMSECTIONS -CP1A-2011000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALM SCALE:1SECTION - CP1 - GRIDLINE "A"1/8"=1'-0"GRADE BENCHMARKEL. = 98.0'BEAM CLEARANCECOLUMN LENGTH156789EXISTING GRADEBENCHMARK = 98.0'15'13'-10"15'-038"13'-10"15'-0316"13'-10"15'-014"13'-10"14'-91116"13'-10"14'-878"13'-10"14'-91116"13'-10"14'-878"13'-10"14'-714"13'-10"13'-10"14'-5"14'-214"13'-10"1GRADE BENCHMARKEL. = 98.0'BEAM CLEARANCECOLUMN LENGTHEXISTING GRADEBENCHMARK = 98.0'14'-6"13'-10"15'-2516"13'-10"15'-118"13'-10"14'-10316"13'-10"14'-818"13'-10"14'-738"13'-10"13'-10"14'-61516"14'-6916"13'-10"14'-61516"13'-10"13'-10"14'-738"13'-10"14'-818"SCALE:2SECTION - CP1 - GRIDLINE "A"1/8"=1'-0"SCALE:3SECTION - CP1 - GRIDLINE "B"1/8"=1'-0"SCALE:4SECTION - CP1 - GRIDLINE "B"1/8"=1'-0"54'-758"27'-31316"27'-31316"27'-31316"30'-834"2345630'-834"27'-31316"27'-31316"27'-31316"158'-0916"27'-31316"27'-31316"27'-31316"30'-834"234565678930'-834"27'-31316"27'-31316"27'-31316"58'-0916"27'-31316"27'-31316"27'-31316"30'-834"2 5/17/20 90% PERMIT DRAWINGS AJN BRJ 3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:© COPYRIGHTDISTRIBUTED SOLAR DEVELOPMENT200 HARBORSIDE DRIVESUITE 200SCHENECTADY, NY 12305CVEC - BREWSTER GOLF COURSE PHOTOVOLTAIC SYSTEMSECTIONS -CP2A-2021000 FREEMANS WAY BREWSTER, MA 02631 1 02/19/20 30% DESIGN DEVELOPMENT BRJALM SCALE:1SECTION - CP2 - GRIDLINE "A"1/8"=1'-0"GRADE BENCHMARKEL. = 106.0'BEAM CLEARANCECOLUMN LENGTH10GRADE BENCHMARKEL. = 98.0'BEAM CLEARANCECOLUMN LENGTHEXISTING GRADEBENCHMARK = 106.0'SCALE:2SECTION - CP2 - GRIDLINE "A"1/8"=1'-0"SCALE:3SECTION - CP2 - GRIDLINE "B"1/8"=1'-0"SCALE:4SECTION - CP2 - GRIDLINE "B"1/8"=1'-0"111213141518171615EXISTING GRADEBENCHMARK = 106.0'14'-91316"13'-10"13'-10"14'-938"14'-9"13'-10"14'-478"13'-10"13'-10"14'-8716"14'-538"13'-10"13'-10"14'-834"13'-10"14'-71316"13'-10"14'-612"13'-10"14'-538"13'-10"14'-11316"15'-01116"13'-10"15'-0716"13'-10"14'-11516"13'-10"14'-101116"13'-10"14'-81116"13'-10"13'-10"14'-4316"13'-10"14'-5916"13'-10"14'-4716"13'-10"14'-81116"10111213141518171615EXISTING LIGHT POLE TO REMAIN27'-31316"27'-31316"27'-31316"27'-31316"27'-31316"27'-31316"27'-31316"27'-31316"27'-31316"27'-31316"30'-834"30'-834"27'-31316"27'-31316"27'-31316"30'-834"30'-834"2 5/17/20 90% PERMIT DRAWINGS AJN BRJ 3 5/21/20 PERMIT DRAWINGS AJN BRJ 5/22/2020, 10:55:01 amAs design professional in responsible charge. 85859090959510010 0 10510 5 1101108585859095 100 1 0 0 1001 0 5 83921029895PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:www.tetratech.com19803 North Creek ParkwayBothell, Washington 98011Phone: 425-482-7600 Fax: 425-482-7652NOT FORCONSTRUCTIONCVEC - BREWSTER GOLF COURSE 1000 FREEMANS WAY BREWSTER, MA 02631 1 05/22/20 ISSUED FOR PERMIT CMJSA SCALE:2EXISTING STORMWATER CONDITIONS1"= 30'NLEGEND EXISTING STORMWATER PIPE EXISTING STORMWATER CATCHBASIN EXISTING STORMWATER PIPE INLET/OUTLET EXISTING RIPRAP EXISTING DRAINAGE AREA EXISTING IMPERVIOUS SURFACE AREADD1S3S2SEXISTINGSTORMWATERCONDITIONSGOLF COURSEC-103EXISTING STORMWATER SUMMARYDRAINAGE AREAPOINT OFDISCHARGETOTAL AREA,SQUARE FEETIMPERVIOUS AREA,SQUARE FEETPERVIOUS AREA,SQUARE FEET1S62825,57612,83312,7432S750, 67133,94824,2849,6643S379, 353, 14236,18530,9465,239191, 17033,57927,1676,4123416,5705,9536171S2S3S6S7SEX. CATCH BASIN (628)RIM ELEVATION = 98.33EX. PIPE INVERT (137)14-INCH CPPELEVATION = 91.68EX. PIPE INVERT (111)12-INCH CPPELEVATION = 93.04EX. CATCH BASIN (750)RIM ELEVATION = 98.04EX. CATCH BASIN (671)RIM ELEVATION = 97.84EX. CATCH BASIN (353)RIM ELEVATION = 94.98EX. CATCH BASIN (379)RIM ELEVATION = 94.89EX. CATCH BASIN (142)RIM ELEVATION = 95.00EX. CATCH BASIN (170)RIM ELEVATION = 92.34EX. CATCH BASIN (191)RIM ELEVATION = 91.75EX. CATCH BASIN (341)RIM ELEVATION = 92.31EX. PIPE INVERT (1440)12-INCH CPPELEVATION =86.58EX. PIPE INVERT (836)14-INCH CPPELEVATION = 86.28EX. FLOW CONTROL AND RECHARGE FACILITYEX. FLOW CONTROL AND RECHARGE FACILITYEX. MANHOLE (383)RIM ELEVATION = 96.346S7SEX. WOODED FLOW PATHFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOW 85859090959510010 0 10510 5 1101108585859095 100 1 0 0 1001 0 5 83921029895PROJECT NAME:SEAL & SIGNATURE:DRAWN BY:CHECK BY:REVISION DESCRIPTIONDATE:NO.SHEET TITLE:SHEET NO.:TOTAL NUMBER OF SHEETS:CEC KW:SCALE:AC KW:DC KW:PROJECT ADDRESS:PROJECT NO.:www.tetratech.com19803 North Creek ParkwayBothell, Washington 98011Phone: 425-482-7600 Fax: 425-482-7652NOT FORCONSTRUCTIONCVEC - BREWSTER GOLF COURSE 1000 FREEMANS WAY BREWSTER, MA 02631 1 05/22/20 ISSUED FOR PERMIT CMJSA SCALE:2PROPOSED STORMWATER CONDITIONS1"= 30'N1S3S2SPROPOSEDSTORMWATERCONDITIONSGOLF COURSEC-104PROPOSED STORMWATER SUMMARYDRAINAGE AREAPOINT OFDISCHARGETOTAL AREA,SQUARE FEETIMPERVIOUS AREA,SQUARE FEETPERVIOUS AREA,SQUARE FEET1S62821,77991112,6682S750, 67111,5278,8592,66875029,69629,6960379, 353, 14223,21120,7812,43037910,16810,168019122,92422,9240191, 17012,6009,6122,9883415,0414,7842571S2S3S6S7SEX. CATCH BASIN (628)RIM ELEVATION = 98.33EX. PIPE INVERT14-INCH CPP (137)ELEVATION = 91.68EX. PIPE INVERT (111)12-INCH CPPELEVATION = 93.04EX. CATCH BASIN (750)RIM ELEVATION = 98.04EX. CATCH BASIN (671)RIM ELEVATION = 97.84EX. CATCH BASIN (353)RIM ELEVATION = 94.98EX. CATCH BASIN (379)RIM ELEVATION = 94.89EX. CATCH BASIN (142)RIM ELEVATION = 95.00EX. CATCH BASIN (170)RIM ELEVATION = 92.34EX. CATCH BASIN (191)RIM ELEVATION = 91.75EX. CATCH BASIN (341)RIM ELEVATION = 92.31EX. PIPE INVERT (1440)12-INCH CPPELEVATION =86.58EX. PIPE INVERT (836)14-INCH CPPELEVATION = 86.28EX. FLOW CONTROL AND RECHARGE FACILITYEX. FLOW CONTROL AND RECHARGE FACILITYEX. MANHOLE (383)RIM ELEVATION = 96.346S7SEX. WOODED FLOW PATHFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWLEGEND EXISTING STORMWATER PIPE EXISTING STORMWATER CATCHBASIN EXISTING STORMWATER PIPE INLET/OUTLET PROPOSED DRAINAGE AREA EXISTING IMPERVIOUS SURFACE AREA PROPOSED SOLAR ARRAY CANOPYDDCP-2CP-2CP-1ACP-1CP-1ACP-16S Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 10 194-7098 APPENDIX B: LEASE AGREEMENTS AND INSURANCE DEMONSTRATION See below Workers' Compensation coverage is limited to worksite employees of Distributed Solar Development, LLC through a co-employment agreement with TriNet HR II-A, Inc. T2-10HP 2/10/2020 Risk Management Department Commercial Lines - 305-443-4886 888-572-2412 800-889-0021 USI Insurance Services LLC certs@Trinet.com 2601 S Bayshore Dr Coconut Grove, FL 33133 Indemnity Insurance Company of North America 43575 TriNet HR II-A, Inc. L/C/F Distributed Solar Development, LLC 9000 Town Center Parkway Bradenton, FL 34202 14796136 A WLR_C67480351 03/01/2020 03/01/2021 X 2,000,000 N 2,000,000 2,000,000 Distributed Solar Development, LLC 200 Harborside Dr., Suite 200 Schenectady, NY 12305 Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 11 194-7098 APPENDIX C: FAA DETERMINATION LETTERS Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2069-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Building Brewster Dr. Range NE Location:Brewster, MA Latitude:41-44-21.22N NAD 83 Longitude:70-00-52.61W Heights:80 feet site elevation (SE) 18 feet above ground level (AGL) 98 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2069- OE. Signature Control No: 435846015-437435051 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2069-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2069-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2068-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Building Brewster Dr. Range NW Location:Brewster, MA Latitude:41-44-21.32N NAD 83 Longitude:70-00-53.78W Heights:86 feet site elevation (SE) 18 feet above ground level (AGL) 104 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2068- OE. Signature Control No: 435846012-437435048 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2068-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2068-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2070-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Building Brewster Dr. Range SE Location:Brewster, MA Latitude:41-44-18.12N NAD 83 Longitude:70-00-52.99W Heights:86 feet site elevation (SE) 18 feet above ground level (AGL) 104 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2070- OE. Signature Control No: 435846017-437435050 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2070-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2070-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2071-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Building Brewster Dr. Range NW Location:Brewster, MA Latitude:41-44-18.27N NAD 83 Longitude:70-00-54.89W Heights:93 feet site elevation (SE) 18 feet above ground level (AGL) 111 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2071- OE. Signature Control No: 435846020-437435049 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2071-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2071-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2073-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Solar Panel Brewster Golf Lot NE Location:Harwich, MA Latitude:41-44-08.26N NAD 83 Longitude:70-01-04.15W Heights:100 feet site elevation (SE) 18 feet above ground level (AGL) 118 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2073- OE. Signature Control No: 435850418-437436299 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2073-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2073-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2072-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Solar Panel Brewster Golf Lot NW Location:Harwich, MA Latitude:41-44-09.25N NAD 83 Longitude:70-01-11.49W Heights:88 feet site elevation (SE) 18 feet above ground level (AGL) 106 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2072- OE. Signature Control No: 435850417-437436302 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2072-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2072-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2074-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Solar Panel Brewster Golf Lot SE Location:Harwich, MA Latitude:41-44-06.69N NAD 83 Longitude:70-01-04.65W Heights:104 feet site elevation (SE) 18 feet above ground level (AGL) 122 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2074- OE. Signature Control No: 435850419-437436300 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2074-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2074-OE Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2020-ANE-2075-OE Page 1 of 4 Issued Date: 04/23/2020 Nichole Seidell Distributed Solar Devleopment 200 Harborside Drive, Suite 200 Schenectady, NY 12305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Solar Panel Brewster Golf Lot NW Location:Harwich, MA Latitude:41-44-08.05N NAD 83 Longitude:70-01-11.87W Heights:90 feet site elevation (SE) 18 feet above ground level (AGL) 108 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. This determination expires on 10/23/2021 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Page 2 of 4 This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2020-ANE-2075- OE. Signature Control No: 435850420-437436298 ( DNE ) David Maddox Specialist Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2020-ANE-2075-OE Parking lot canopy solar energy generating facility Page 4 of 4 Sectional Map for ASN 2020-ANE-2075-OE Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 12 194-7098 APPENDIX D: THREATENED & ENDANGERED SPECIES November 22, 2019 United States Department of the Interior FISH AND WILDLIFE SERVICE New England Ecological Services Field Office 70 Commercial Street, Suite 300 Concord, NH 03301-5094 Phone: (603) 223-2541 Fax: (603) 223-0104 http://www.fws.gov/newengland In Reply Refer To: Consultation Code: 05E1NE00-2020-SLI-0570 Event Code: 05E1NE00-2020-E-01499 Project Name: Brewster Driving Range Subject:List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. 11/22/2019 Event Code: 05E1NE00-2020-E-01499   2    ▪ A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): Official Species List 11/22/2019 Event Code: 05E1NE00-2020-E-01499   1    Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: New England Ecological Services Field Office 70 Commercial Street, Suite 300 Concord, NH 03301-5094 (603) 223-2541 11/22/2019 Event Code: 05E1NE00-2020-E-01499   2    Project Summary Consultation Code:05E1NE00-2020-SLI-0570 Event Code:05E1NE00-2020-E-01499 Project Name:Brewster Driving Range Project Type:POWER GENERATION Project Description:Proposed canopy solar project Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/place/41.73844836315967N70.01394818521564W Counties:Barnstable, MA 11/22/2019 Event Code: 05E1NE00-2020-E-01499   3    1. Endangered Species Act Species There is a total of 1 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Threatened Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 1 November 22, 2019 United States Department of the Interior FISH AND WILDLIFE SERVICE New England Ecological Services Field Office 70 Commercial Street, Suite 300 Concord, NH 03301-5094 Phone: (603) 223-2541 Fax: (603) 223-0104 http://www.fws.gov/newengland In Reply Refer To: Consultation Code: 05E1NE00-2020-SLI-0571 Event Code: 05E1NE00-2020-E-01501 Project Name: Brewster Golf Lots Subject:List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. 11/22/2019 Event Code: 05E1NE00-2020-E-01501   2    ▪ A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): Official Species List 11/22/2019 Event Code: 05E1NE00-2020-E-01501   1    Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: New England Ecological Services Field Office 70 Commercial Street, Suite 300 Concord, NH 03301-5094 (603) 223-2541 11/22/2019 Event Code: 05E1NE00-2020-E-01501   2    Project Summary Consultation Code:05E1NE00-2020-SLI-0571 Event Code:05E1NE00-2020-E-01501 Project Name:Brewster Golf Lots Project Type:POWER GENERATION Project Description:Proposed canopy solar project Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/place/41.7307781523422N70.01813275673243W Counties:Barnstable, MA 11/22/2019 Event Code: 05E1NE00-2020-E-01501   3    1. Endangered Species Act Species There is a total of 1 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Threatened Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 1 Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 13 194-7098 APPENDIX E: WETLANDS AND WATERBODIES From:Liz Argo To:Timothy Magner; Burdett, Joshua; Ryan Bennett Subject:FW: CVEC"s Brewster Golf Course Solar Canopies - DRI Review? Date:Friday, March 13, 2020 11:39:45 AM Attachments:image003.jpg image004.jpg CAD_CVEC_DDRIVING RANGE_CP_IX_REV2_20190724 (1).pdf CAD_CVEC_GOLF LOTS_CP_IX_REV2_20190724 (1).pdf CAUTION: This email originated from an external sender. Verify the source before opening links orattachments. Hello Tim, Josh, and Ryan, CCC DRI review will not be needed as per the email from Jon Idman that I am forwarding. Thank You, Liz Liz Argo Executive Director Cape & Vineyard Electric Cooperative, Inc. 23H2 White’s Path, Suite 2 South Yarmouth, MA 02664 774-722-1812 (cell) From: Jonathon Idman <jidman@capecodcommission.org> Sent: Friday, March 13, 2020 11:01 AM To: Liz Argo <largo@cvecinc.org> Cc: Brewster Representative <brewster@capecodcommission.org>; Sandwich Representative <sandwich@capecodcommission.org>; Kristy Senatori <ksenatori@capecodcommission.org>; Erin Perry <eperry@capecodcommission.org>; Ryan Bennett <rbennett@brewster-ma.gov>; vstaley@brewster-ma.gov Subject: FW: CVEC's Brewster Golf Course Solar Canopies - DRI Review? Hi Liz, Thank you for reaching out. My opinion is that the proposed development depicted in the plans attached does not require mandatory DRI review by the CCC, namely: the proposed development is not a Change of Use (as that term is defined in the CCC’s regulations); and alternately, irrespective of the projects’ footprint, the proposed development is a “municipal use,” given CVEC and the Town’s primary involvement, rather than a commercial or industrial use. My opinion assumes that the proposal does not require the preparation of an EIR under MEPA. Please feel free to reach out to my with further questions as necessary. Jonathon Idman Chief Regulatory Officer Cape Cod Commission 3225 Main Street, P.O. Box 226 Barnstable, Massachusetts 02630 508/ 744-1260 From: Liz Argo <largo@cvecinc.org> Sent: Thursday, March 12, 2020 11:38 AM To: Jonathon Idman <jidman@capecodcommission.org> Subject: CVEC's Brewster Golf Course Solar Canopies - DRI Review? Hi Jon, CVEC is bringing forward another round of PV projects for our towns. In Brewster we have two solar canopy projects to be located at the Captain’s Golf Course. The town has asked CVEC to inquire as to whether either of the projects would trigger a DRI review by the Cape Cod Commission due to their footprint size. I’ve attached the design packages for you. They are both over 40,000 square feet. Please let us know if a DRI will be required for either project. Thank You, Liz Liz Argo Executive Director Cape & Vineyard Electric Cooperative, Inc. 23H2 White’s Path, Suite 2 Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 14 194-7098 APPENDIX F: CULTURAL RESOURCES TETRA TECH 3136 South Winton Road, Suite 303, Rochester, NY 14623 Tel 585.417.4008 www.tetratech.com March 26, 2020 Massachusetts Historical Commission Massachusetts Archives Building 220 Morrissey Boulevard Boston, Massachusetts 02125 SUBJECT: Project Notification - Brewster Canopy Solar Sites Dear Historical Commission Members: Tetra Tech, Inc. on behalf of Distributed Solar Development, LLC, is submitting the enclosed package including two Project Notification Forms for the proposed Brewster Driving Range and Brewster Golf Lots Solar Projects. The Driving Range project is located at 198 Commerce Park Road, Brewster, MA and the Golf Lots project is located at 1000 Freemans Way, Brewster, MA. The proposed projects are parking lot solar canopies which will be constructed on the existing parking lots. The projects will produce approximately 1.9 million kWh of energy and deliver it into the local power grid. The proposed projects will not alter or rehabilitate any existing structures and no cultural resources were identified in the vicinity of the projects through MACRIS database consultation. The project construction area will be limited to existing developed area in the parking lots. Please review the enclosed Project Notification Forms, preliminary engineering drawings and site location maps. If you have any questions regarding these projects, please feel free to contact me at (607) 661-0041 or via email at Joshua.Burdett@tetratech.com. Sincerely, Josh Burdett CC: J. Nicolas, DSD 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A MASSACHUSETTS HISTORICAL COMMISSION 220 MORRISSEY BOULEVARD BOSTON, MASS. 02125 617-727-8470, FAX: 617-727-5128 PROJECT NOTIFICATION FORM Project Name: ________________________________________________________________________________ Location / Address: ___________________________________________________________________________ City / Town: ________________________________________________________________________________ Project Proponent Name: ______________________________________________________________________________________ Address: ____________________________________________________________________________________ City/Town/Zip/Telephone: _____________________________________________________________________ Agency license or funding for the project (list all licenses, permits, approvals, grants or other entitlements being sought from state and federal agencies). Agency Name Type of License or funding (specify) Project Description (narrative): Does the project include demolition? If so, specify nature of demolition and describe the building(s) which are proposed for demolition. Does the project include rehabilitation of any existing buildings? If so, specify nature of rehabilitation and describe the building(s) which are proposed for rehabilitation. Does the project include new construction? If so, describe (attach plans and elevations if necessary). 5/31/96 (Effective 7/1/93) - corrected 950 CMR - 275 Brewster Driving Range Solar Project 198 Commerce Park Road Brewster, MA Joshua Burdett, Tetra Tech 3136 South Winton Road, Suite 303 Rochester, NY 14623 / (607) 661-0041 The Project is a parking lot solar canopy located on an approximately 0.70-acre portion of one land parcel identified as tax parcel no. 13.10.00.1000, which totals 128.92 acres of commercial and industrial properties and is owned by the Town of Brewster. The Project area is limited to the existing asphalt-paved parking lot at The Captains Golf Course Practice Range. The Project does not include demolition of any buildings as it will be constructed on an existing parking lot. The Project does not include rehabilitation of any existing buildings. The Project includes the construction of a new parking lot solar canopy. The preliminary plans are attached. Massachusetts Department of Energy Resources Solar Massachusetts Renewable Target (SMART) Program 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A (continued) To the best of your knowledge, are any historic or archaeological properties known to exist within the project’s area of potential impact? If so, specify. What is the total acreage of the project area? Woodland ______________acres Productive Resources: Wetland________________acres Agriculture _________________acres Floodplain______________acres Forestry ___________________acres Open space______________acres Mining/Extraction ___________acres Developed ______________acres Total Project Acreage_________acres What is the acreage of the proposed new construction? _________________acres What is the present land use of the project area? Please attach a copy of the section of the USGS quadrangle map which clearly marks the project location. This Project Notification Form has been submitted to the MHC in compliance with 950 CMR 71.00. Signature of Person submitting this form: _________________________________Date: ____________________ Name: ______________________________________________________________________________________ Address: ____________________________________________________________________________________ City/Town/Zip: ______________________________________________________________________________ Telephone: __________________________________________________________________________________ REGULATORY AUTHORITY 950 CMR 71.00: M.G.L. c. 9, §§ 26-27C as amended by St. 1988, c. 254. 7/1/93 950 CMR - 276 No, the MACRIS on-line database did not identify proximal cultural resources. 0.70 0.70 The Project Area is currently an asphalt-paved parking lot serving the Captains Golf Course Practice Area. Joshua R. Burdett 3136 South Winton Road, Suite 303 Rochester, NY 14623 (607) 661-0041 / Joshua.Burdett@tetratech.com 3/26/2020 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A MASSACHUSETTS HISTORICAL COMMISSION 220 MORRISSEY BOULEVARD BOSTON, MASS. 02125 617-727-8470, FAX: 617-727-5128 PROJECT NOTIFICATION FORM Project Name: ________________________________________________________________________________ City / Town: ________________________________________________________________________________ Project Proponent Name: ______________________________________________________________________________________ Address: ____________________________________________________________________________________ City/Town/Zip/Telephone: _____________________________________________________________________ Agency license or funding for the project (list all licenses, permits, approvals, grants or other entitlements being sought from state and federal agencies). Agency Name Type of License or funding (specify) Project Description (narrative): 5/31/96 (Effective 7/1/93) - corrected 950 CMR - 275 Brewster Golf Lots Solar Project Location / Address: 1000 Freemans Way___________________________________________________________ Brewster, MA Joshua Burdett, Tetra Tech 3136 South Winton Road, Suite 303 Rochester, NY 14623 / (607) 661-0041 The Project is a parking lot solar canopy located on an approximately 1.43-acre portion of one land parcel identified as tax parcel no. 13.10.01.2000, which totals 299.5 acres of land owned by the Town of Brewster. The Project area is limited to the existing asphalt- paved parking lot at The Captains Golf Course. Does the project include demolition? If so, specify nature of demolition and describe the building(s) which are proposed for demolition. The Project does not include demolition of any buildings as it will be constructed on an existing parking lot. Does the project include rehabilitation of any existing buildings? If so, specify nature of rehabilitation and describe the building(s) which are proposed for rehabilitation. The Project does not include rehabilitation of any existing buildings. Does the project include new construction? If so, describe (attach plans and elevations if necessary). The Project includes the construction of a new parking lot solar canopy. The preliminary plans are attached. Massachusetts Department of Energy Resources Solar Massachusetts Renewable Target (SMART) Program 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A (continued) To the best of your knowledge, are any historic or archaeological properties known to exist within the project’s area of potential impact? If so, specify. What is the total acreage of the project area? Productive Resources: Agriculture _________________acres Forestry ___________________acres Mining/Extraction ___________acres Total Project Acreage_________acres Signature of Person submitting this form: _________________________________Date: ____________________ Name: ______________________________________________________________________________________ Address: ____________________________________________________________________________________ City/Town/Zip: ______________________________________________________________________________ Telephone: __________________________________________________________________________________ REGULATORY AUTHORITY 950 CMR 71.00: M.G.L. c. 9, §§ 26-27C as amended by St. 1988, c. 254. 7/1/93 950 CMR - 276 No, the MACRIS on-line database did not identify proximal cultural resources. Woodland ______________ acres Wetland________________ acres Floodplain______________ acres Open space______________ acres Developed ______________1.43 acres What is the acreage of the proposed new construction? 1.43 acres What is the present land use of the project area? The Project Area is currently an asphalt-paved parking lot serving the Captains Golf Course. Please attach a copy of the section of the USGS quadrangle map which clearly marks the project location. This Project Notification Form has been submitted to the MHC in compliance with 950 CMR 71.00. Joshua R. Burdett 3136 South Winton Road, Suite 303 Rochester, NY 14623 (607) 661-0041 / Joshua.Burdett@tetratech.com 3/26/2020 Get Results in Report Format PDF Spreadsheet Below are the results of your search, using the following search criteria: Town(s): Brewster Street Name: Commerce Park Rd Resource Type(s): Area, Building, Burial Ground, Object, Structure For more information about this page and how to use it, click here No Results Found. MHC Home | MACRIS Home Get Results in Report Format PDF Spreadsheet Below are the results of your search, using the following search criteria: Town(s): Brewster Street Name: Freemans Way Resource Type(s): Area, Building, Burial Ground, Object, Structure For more information about this page and how to use it, click here No Results Found. MHC Home | MACRIS Home Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 15 194-7098 APPENDIX G: EQUIPMENT SPECIFICATIONS YIELD SECURITY ANTI PID TECHNOLOGY (APT) HOT-SPOT PROTECT (HSP) TRACEABLE QUALITY (TRA.QTM) ANTI LID TECHNOLOGY (ALT) MOD:27898 photon.info/laboratory Q.PRO-G2 235 174 modules tested Best polycrystalline solar module 2014 Q.ANTUM TECHNOLOGY: LOW LEVELISED COST OF ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 20.1 %. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology1, Hot-Spot Protect and Traceable Quality Tra.Q™. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (2400 Pa). A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance warranty2. 1 APT test conditions according to IEC/TS 62804-1:2015, method B (−1500 V, 168 h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays on commercial / industrial buildings Ground-mounted solar power plants Q.PEAK DUO L-G6.3 405-425 ENDURING HIGH PERFORMANCE α [% / K]+0.04 β [% / K]−0.27 γ [% / K]−0.36 NMOT [°F]109 ± 5.4 (43 ± 3 °C) Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748-5996 | EMAIL inquiry@us.q-cells.com | WEB www.q-cells.com/na [V]1500 (IEC) / 1500 (UL)II [A DC]20 C / TYPE 1 [lbs / ft2]75 (3600 Pa) / 33 (1600 Pa) −40 °F up to +185 °F (−40 °C up to +85 °C)[lbs / ft2]113 (5400 Pa) / 50 (2400 Pa) 3 See Installation Manual 29 26 22 84.7 × 45.3 × 46.9 in (2150 × 1150 × 1190 mm) 1687 lbs (765 kg) Certified UL 1703 (254141) 405 410 415 420 425 [W]405 410 415 420 425 [A]10.65 10.70 10.74 10.79 10.83 [V]48.14 48.38 48.63 48.88 49.13 [A]10.14 10.18 10.23 10.27 10.32 [V]39.95 40.27 40.58 40.89 41.20 [%]≥ 18.9 ≥ 19.1 ≥ 19.4 ≥ 19.6 ≥ 19.8 [W]303.1 306.9 310.6 314.4 318.1 [A]8.58 8.62 8.65 8.69 8.73 [V]45.38 45.62 45.86 46.09 46.33 [A]7.98 8.01 8.05 8.09 8.12 [V]37.99 38.29 38.59 38.88 39.17 MECHANICAL SPECIFICATION Format 81.9 in × 40.6 in × 1.38 in (including frame) (2080 mm × 1030 mm × 35 mm) Weight 54.0 lbs (24.5 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Anodized aluminum Cell 6 × 24 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98 × 1.26-2.36 × 0.59-0.71 in (53-101 × 32-60 × 15- 18 mm), Protection class IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 55.1 in (1400 mm), (−) ≥ 55.1 in (1400 mm) Connector Stäubli MC4-Evo2, Amphenol UTX, Renhe 05-8, Tonglin TL-Cable01S-F; IP68 or Friends PV2e; IP67 Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product.Specifications subject to technical changes. © Q CELLS Q.PEAK DUO L-G6.3_405-425_2019-03_Rev02_NAELECTRICAL CHARACTERISTICS POWER CLASS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W)MinimumPower at MPP1 PMPP Short Circuit Current1 ISC Open Circuit Voltage1 VOC Current at MPP I MPP Voltage at MPP VMPP Efficiency1 η MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 MinimumPower at MPP PMPP Short Circuit Current ISC Open Circuit Voltage VOC Current at MPP I MPP Voltage at MPP VMPP 1Measurement tolerances PMPP ± 3 %; I SC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 G according to IEC 60904-3 • 2 800 W/m², NMOT, spectrum AM 1.5 G Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.54 % degradation per year. At least 93.1 % of nominal power up to 10 years. At least 85 % of nominal power up to 25 years. All data within measurement toleranc- es. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m²) TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC Temperature Coefficient of VOC Temperature Coefficient of PMPP Normal Module Operating Temperature PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage VSYS Safety Class Maximum Series Fuse Rating Fire Rating Max. Design Load, Push / Pull3 Permitted Module Temperature on Continuous DutyMax. Test Load, Push / Pull3 QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 1703, CE-compliant, IEC 61215:2016, IEC 61730:2016, Application Class II, U.S. Patent No. 9,893,215 (solar cells) Number of Modules per Pallet Number of Pallets per 53' Trailer Number of Pallets per 40' HC-Container Pallet Dimensions (L × W × H) Pallet Weight 40.6" (1030 mm) 51.5" (1308 mm) 81.9" (2080 mm) 1.38" (35 mm) 4 × Mounting slots (DETAIL A)8 × Drainage holes 0.12 × 0.24" (3 × 6 mm) Frame DETAIL A 0.63" (16 mm) 0.33" (8.5 mm)1.0" (25.5 mm) 38.5" (979 mm) DETAIL B 0.39" (10 mm) 0.28" (7 mm)0.98" (25 mm) 4 × Mounting slots system Tracker (DETAIL B) 38.6" (980 mm) 15.7" (400 mm) NA 15.2" (386 mm) Label 4 × Grounding holes, Ø 0.18" (4.5 mm) 55.1 " (1400 mm)4 × Drainage holes 55.1 " (1400 mm) EN RELATIVE EFFICIENCYCOMPARED TO NOMINAL POWER [%]100 95 90 85 80 75 155 2520010 YEARS 98 Q CELLS Industry standard for tiered warranties* Industry standard for linear warranties* *Standard terms of guarantee for the 10 PV companies with the highest production capacity in 2014 (as at: September 2014) 200 400 600 800 1000 110 100 90 80RELATIVE EFFICIENCY [%]IRRADIANCE [W/m²] Three-phase pad-mounted compartmental type transformer General At Eaton, we are constantly striving to introduce new innovations to the transformer industry, bringing you the highest quality, most reliable transformers. 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Eaton’s Cooper Power series transformers are available with electrical grade mineral oil or Envirotemp™ FR3™ fluid, a less-flammable and bio-degradable fluid. Electrical codes recognize the advantages of using Envirotemp™ FR3™ fluid both indoors and outdoors for fire sensitive applications. The bio- based fluid meets Occupational Safety and Health Administration (OSHA) and Section 450.23 NEC Requirements. Three-Phase Transformers CA202003EN Effective July 2015 Supersedes 210-12 August 2013 COOPER POWERSERIES Figure 1. Three-phase pad-mounted compartmental type transformer. LOW- VOLTAGE BUSHING SUPPORT SILLSuitable for skidding, rolling, and jacking 5-position tap changer Ground pad and strap for x0Parking stand Liquid level gauge Nameplate laser-scribed anodized aluminum Removable cabinet walls Drip shield Type Three Phase, 50 or 60 Hz, 65 ºC Rise (55 ºC, 55/65 ºC), 65/75 °C, 75 °C Fluid Type Mineral oil or Envirotemp™ FR3™ fluid Coil Configuration 2-winding or 4-winding or 3-winding (Low-High-Low), 3-winding (Low-Low-High) Size 45 – 10,000 kVA Primary Voltage 2,400 – 46,000 V Secondary Voltage 208Y/120 V to 14,400 V Specialty Designs Inverter/Rectifier Bridge K-Factor (up to K-19) Vacuum Fault Interrupter (VFI) UL® Listed & Labeled and Classified Factory Mutual (FM) Approved® Solar/Wind Designs Differential Protection Seismic Applications (including OSHPD) Hardened Data Center Table 1. Product Scope Bay-O-Net fusing LOW-VOLTAGE BUSHING Low-voltage molded epoxy bushings with NEMA® spades LOADBREAK SWITCH 2 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries HIGH-VOLTAGE BUSHING Table 4. Audible Sound Levels Self-Cooled, Two Winding kVA Rating NEMA® TR-1 Average Decibels (dB) 45-500 56 501-700 57 701-1000 58 1001-1500 60 1501-2000 61 2001-2500 62 2501-3000 63 3001-4000 64 4001-5000 65 5001-6000 66 6001-7500 67 7501-10000 68 Table 6. Temperature Rise Ratings 0-3300 Feet (0-1000 meters) Standard Optional Unit Rating (Temperature Rise Winding)65 ºC 55 °C, 55/65 ºC, 75 °C Ambient Temperature Max 40 ºC 50 ºC Ambient Temperature 24 Hour Average 30 ºC 40 ºC Temperature Rise Hotspot 80 ºC 65 ºC Table 2. Three-Phase Ratings Three-Phase 50 or 60 Hz kVA Available1: 45, 75, 112.5, 150, 225, 300, 500, 750, 1000, 1500, 2000, 2500, 3000, 3750, 5000, 7500, 10000 1Transformers are available in the standard ratings and configurations shown or can be customized to meet specific needs. Table 3. Impedance Voltage Rating (kVA) Low-voltage rating ≤ 600 V 2400 Δ through 4800 Δ 6900 Δ through 13800GY/7970 or 13800 Δ 45-75 2.70-5.75 2.70-5.75 2.70-5.75 112.5-300 3.10-5.75 3.10-5.75 3.10-5.75 500 4.35-5.75 4.35-5.75 4.35-5.75 750-2500 5.75 5.75 5.75 3750 5.75 5.75 6.00 5000 6.00 6.50 otee:N The standard tolerance is ± 7.5% Table 5. Insulation Test Levels KV Class Induced Test 180 or 400 Hz 7200 Cycle kV BIL Distribution Applied Test 60 Hz (kV) 1.2 Twice Rated Voltage 30 10 2.5 45 15 5 60 19 8.7 75 26 15 95 34 25 125 40 34.5 150 50 3 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries D E B F A* I C F-3 H G PAD DIMENSIONS 3.5" I-3 CABINET/TANK DIMENSIONS Figure 2. Transformer and pad dimensions. * Add 9" for Bay-O-Net fusing. Table 8. Fluid-Filled—Copper Windings 55/65 °C Rise1 1 Weights, gallons of fluid, and dimensions are for reference only and not for construction. Please contact Eaton for exact dimensions. * Add 9" for Bay-O-Net fusing. 65° Rise DEAD-FRONT—LOOP OR RADIAL FEED—BAY-O-NET FUSING OIL FILLED—COPPER WINDINGS kVA Rating OUTLINE DIMENSIONS (in.)Gallons of Fluid Approx. Total Weight (lbs.)A* B C D E F G H I 45 50 64 39 34 30 64 69 43 20 110 2,100 75 50 64 39 34 30 64 69 43 20 115 2,350 112.5 50 64 49 34 30 64 69 53 20 115 2,500 150 50 64 49 34 30 64 69 53 20 120 2,700 225 50 64 51 34 30 64 73 55 20 140 3,250 300 50 64 51 34 30 64 75 55 20 160 3,800 500 50 81 53 34 30 64 85 57 20 200 4,800 750 64 89 57 42 30 72 93 61 20 255 6,500 1000 64 89 59 42 30 72 93 63 20 300 7,800 1500 73 89 86 42 30 72 93 90 24 410 10,300 2000 73 72 87 42 30 72 76 91 24 420 11,600 2500 73 72 99 42 30 72 76 103 24 500 14,000 3000 73 84 99 46 37 84 88 103 24 720 18,700 3750 84 85 108 47 38 85 88 112 24 800 20,500 5000 84 96 108 48 48 96 100 112 24 850 25,000 7500 94 102 122 54 48 102 100 126 24 1,620 46,900 Table 7. Fluid-filled—aluminum windings 55/65 °C Rise1 65° Rise DEAD-FRONT—LOOP OR RADIAL FEED—BAY-O-NET FUSING OIL FILLED—ALUMINUM WINDINGS kVA Rating OUTLINE DIMENSIONS (in.)Gallons of Fluid Approx. Total Weight (lbs.)A* B C D E F G H I 45 50 68 39 42 26 68 72 43 20 110 2,100 75 50 68 39 42 26 68 72 43 20 115 2,250 112.5 50 68 49 42 26 68 72 53 20 120 2,350 150 50 68 49 42 26 68 72 53 20 125 2,700 225 50 72 51 42 30 72 76 55 20 140 3,150 300 50 72 51 42 30 72 76 55 20 160 3,650 500 50 89 53 42 30 72 93 57 20 190 4,650 750 64 89 57 42 30 72 93 61 20 270 6,500 1000 64 89 59 42 30 72 93 63 20 350 8,200 1500 73 89 86 42 30 72 93 90 24 410 10,300 2000 73 72 87 42 30 72 76 91 24 490 12,500 2500 73 72 99 42 30 72 76 103 24 530 14,500 3000 73 84 99 46 37 84 88 103 24 620 16,700 3750 84 85 108 47 38 85 88 112 24 660 19,300 5000 84 96 108 48 48 96 100 112 24 930 25,000 7500 94 102 122 54 48 102 100 126 24 1,580 41,900 1 Weights, gallons of fluid, and dimensions are for reference only and not for construction. Please contact Eaton for exact dimensions. * Add 9" for Bay-O-Net fusing. 4 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Standard features Connections and neutral configurations • Delta - Wye: Low voltage neutral shall be a fully insulated X0 bushing with removable ground strap. • Grounded Wye-Wye: High voltage neutral shall be internally tied to the low voltage neutral and brought out as the H0X0 bushing in the secondary compartment with a removable ground strap. • Delta-Delta: Transformer shall be provided without a neutral bushing. • Wye-Wye: High voltage neutral shall be brought out as the H0 bushing in the primary compartment and the low voltage neutral shall be brought as the X0- bushing in the secondary compartment. • Wye-Delta: High voltage neutral shall be brought out as the H0 bushing in the primary compartment. No ground strap shall be provided (line to line rated fusing is required). High and low voltage bushings • 200 A bushing wells (15, 25, and 35 kV) • 200 A, 35 kV Large Interface • 600 A (15, 25, and 35 kV) Integral bushings (dead-front) • Electrical-grade wet-process porcelain bushings (live-front) Tank/cabinet features • Bolted cover for tank access (45-2500 kVA) • Welded cover with hand hole (>2500 kVA) • Three-point latching door for security • Removable sill for easy installation • Lifting lugs (4) • Stainless steel cabinet hinges and mounting studs • Steel divider between HV and LV compartment • 20” Deep cabinet (45-1000 kVA) • 24” Deep cabinet (1500-7500 kVA) • 30” Deep cabinet (34.5/19.92 kV) • Pentahead captive bolt • Stainless steel 1-hole ground pads (45-500 kVA) • Stainless steel 2-hole ground pads (750-10,000 kVA) • Parking Stands (dead-front) Valves/plugs • One-inch upper filling plug • One-inch drain plug (45-500 kVA) • One-inch combination drain valve with sampling device in low voltage compartment (750-10,000 kVA) • Automatic pressure relief valve Nameplate • Laser-scribed anodized aluminum nameplate Figure 3. Drain valve with sampler.Figure 4. Automatic Pressure relief valve.Figure 5. Liquid level gauge. Figure 6. External Gauges.Figure 7. External visible break with gauges. 5 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Optional features High and low voltage bushings • 200 A (15, 25 kV) bushing inserts • 200 A (15, 25 kV) feed thru inserts • 200 A (15, 25 kV) (HTN) bushing wells with removable studs • High-voltage 600 A (15, 25, 35 kV) deadbreak one-piece bushings • Low voltage 6-, 8-holes spade • Low voltage 12-, 16-, 20-holes spade (750-2500 kVA) • Low voltage bushing supports Tank/cabinet features • Stainless steel tank base and cabinet • Stainless steel tank base, cabinet sides and sill • 100% stainless steel unit • Service entrance (2 inch) in sill or cabinet side • Touch-up paint (domestic) • Copper ground bus bar • Kirk-Key provisions • Nitrogen blanket • Bus duct cutout Special designs • Factory Mutual (FM) • UL® Classified • Triplex • High altitude • K-Factors • Step-up • Critical application • Modulation transformers • Seismic applications (including OSHPD) Switches • One, two, or three On/Off loadbreak switches • 4-position loadbreak V-blade switch or T-blade switch • Delta-wye switch • 3-position V-Blade selector switch • 100 A, 150 A, 300 A tap changers • Dual voltage switch • Visible break with VFI interrupter interlock • External visible break (15, 25, and 35 kV, up to 3 MVA) • External visible break with gauges (15, 25, and 35 kV, up to 3 MVA) Gauges and devices • Liquid level gauge (optional contacts) • Pressure vacuum gauge (optional contacts and bleeder) • Dial-type thermometer (optional alarm contacts) • Cover mounted pressure relief device (optional alarm contacts) • Ground connectors • Hexhead captive bolt • Molded case circuit breaker mounting provisions • External gauges in padlockable box Overcurrent protection • Bay-O-Net fusing (Current sensing, dual sensing, dual element, high amperage overload) • Bay-O-Net expulsion fuse in series with a partial range under-oil ELSP current limiting fuse (below 23 kV) • Cartridge fusing in series with a partial range under-oil ELSP cur- rent limiting fuse (above 23 kV) • MagneX™ interrupter with ELSP current-limiting fuse • Vacuum Fault Interrupter (VFI) • Visible break window • Fuse/switch interlock Valves/plugs • Drain/sampling valve in high-voltage compartment • Globe type upper fill valve Overvoltage protection • Distribution-, intermediate-, or station-class surge arresters • Elbow arresters (for dead-front connections) Metering/fan/control • Full metering package • Current Transformers (CTs) • Metering Socket • NEMA® 4 control box (optional stainless steel) • NEMA® 7 control box (explosion proof) • Fan Packages Testing • Customer test witness • Customer final inspection • Zero Sequence Impedance Test • Heat Run Test • ANSI® Impulse Test • Audible Sound Level Test • RIV (Corona) Test • Dissolved Gas Analysis (DGA) Test • 8- or 24-Hour Leak Test Coatings (paint) • ANSI® Bell Green • ANSI® #61 Light Gray • ANSI® #70 Sky Gray • Special paint available per request Nameplate • Stainless steel nameplate Decals and labels • High voltage warning signs • Mr. Ouch • Bi-lingual warning • DOE compliant • Customer stock code • Customer stenciling • Shock and arc flash warning decal • Non-PCB decal 6 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Construction Core The three-legged, step-lap mitered core construction is manufac- tured using a high-quality cutting machine. For maximum efficiency, cores are precisely stacked, virtually eliminating gaps in the corner joints. Five-legged wound core or shell-type triplex designs are used for wye-wye connected transformers, and other special transformer designs. Cores are manufactured with precision cut, burr-free, grain-oriented silicon steel. Many grades of core steel are available for optimizing core loss efficiency. Coils Pad-mounted transformers feature a rectangular coil configuration with wire-wound, high-voltage primaries and sheet-wound secondaries. The design minimizes axial stress developed by short circuits and provides for magnetic balancing of tap connections. Coils are wound using the highest quality winding machines provid- ing exacting tension control and conductor placement for superior short-circuit strength and maximum efficiency. Extra mechanical strength is provided by diamond pattern, epoxy- coated paper insulation, used throughout the coil, with additional epoxy at heavy stress points. The diamond pattern distribution of the epoxy and carefully arranged ducts, provide a network of passages through which cooling fluid can freely circulate. Coil assemblies are heat-cured under calculated hydraulic pressure to ensure performance against short-circuit forces. Core and coil assemblies Pad-mounted transformer core and coil assemblies are braced with heavy steel ends to prevent the rectangular coil from distorting under short-circuit conditions. Plates are clamped in place using presses, and welded or bolted to form a solid core and coil assembly. Core and coil assemblies exceed ANSI® and IEEE® requirements for short-circuit performance. Due to the rigidity of the design, impedance shift after short-circuit is comparable to that of circular wound assemblies. Tanks Transformer tanks are designed for high strength and ease of handling, installation, and maintenance. Tanks are welded using precision-cut, hot rolled, pickled and oiled steel. They are sealed to protect the insulating fluid and other internal components. Transformer tanks are pressure-tested to withstand 7 psig without permanent distortion and 15 psig without rupture. Tank finish An advanced multi-stage finishing process exceeds IEEE Std C57.12.28™-2014 standards. The eight-stage pre-treatment process assures coating adhesion and retards corrosion. It converts tank surfaces to a nonmetallic, water insoluble iron phosphate coating. The paint method consists of two distinct layers of paint. The first is an epoxy primer (E-coat) layer which provides a barrier against moisture, salt and corrosives. The two-component urethane final coat seals and adds ultraviolet protection. Vacuum processing Transformers are dried and filled with filtered insulating fluid under vacuum, while secondary windings are energized. Coils are heated to drive out moisture, ensuring maximum penetration of fluid into the coil insulation system. Insulating fluid Eaton’s Cooper Power series transformers are available with electrical-grade mineral insulating oil or Envirotemp™ FR3™ fluid. The highly refined fluids are tested and degassed to assure a chemically inert product with minimal acid ions. Special additives minimize oxygen absorption and inhibit oxidation. To ensure high dielectric strength, the fluid is re-tested for dryness and dielectric strength, refiltered, heated, dried, and stored under vacuum before being added to the completed transformer. Eaton’s Cooper Power series transformers filled with Envirotemp™ FR3™ fluid enjoy unique fire safety, environmental, electrical, and chemical advantages, including insulation life extend- ing properties. A bio-based, sustainable, natural ester dielectric coolant, Envirotemp™ FR3™ fluid quickly and thoroughly biodegrades in the environment and is non-toxic per acute aquatic and oral toxicity tests. Building for Environmental and Economic Sustainability (BEES) total life cycle assessment software, utilized by the US Dept. of Commerce, reports its overall environmental performance impact score at 1/4th that reported for mineral oil. Envirotemp™ FR3™ fluid has also earned the EPA Environmental Technology Verification of transformer materials. With a fire point of 360 °C, Envirotemp™ FR3™ fluid is FM Approved® and Underwriters Laboratories (UL®) Classified “Less- Flammable” per NEC® Article 450-23, fitting the definition of a Listed Product per NEC®. Pad-mounted VFI transformer Eaton’s Cooper Power series VFI transformer combines a conventional distribution transformer with the proven Vacuum Fault Interrupter (VFI). This combination provides both voltage transformation and transformer over current protection in one space saving and money saving package. The pad-mounted VFI transformer protects the transformer and provides proper coordination with upstream protective devices. When a transformer fault or overload condition occurs, the VFI breaker trips and isolates the transformer. The three-phase VFI breaker has independent single-phase initiation, but is three-phase mechanically gang-tripped. A trip signal on any phase will open all three phases. This feature eliminates single-phas- ing of three phase loads. It also enables the VFI breaker to be used as a three-phase load break switch. Due to the resettable characteristics of the VFI breaker, restoring three-phase service is faster and easier. The sealed visible break window and switch is an option that can be installed to provide visible break contact. This feature provides enhanced safety and allows an operator to see if the loadbreak switch contacts are in an open or closed position before performing maintenance. Figure 8. VFI transformer with visible break. 7 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Envirotran™ FM Approved special protection transformer Eaton’s Cooper Power series Envirotran™ transformer is FM Approved and suitable for indoor locations. Factory Mutual Research Corporation’s (FMRC) approval of the Envirotran transformer line makes it easy to comply with and verify compliance with Section 450.23, 2008 NEC, Less-Flammable Liquid-Filled Transformer Requirements for both indoor and outdoor locations. Envirotran FM Approved transformers offer the user the benefit of a transformer that can be easily specified to comply with NEC, and makes FM Safety Data Sheet compliance simpler, while also providing maximum safety and flexibility for both indoor and outdoor installations. Because the “FM Approved” logo is readily visible on the transformer and its nameplate, NEC compliance is now easily verifiable by the inspector. Envirotran FM Approved transformers are manufactured under strict compliance with FMRC Standard 3990 and are filled with FM Approved Envirotemp™ FR3™ fluid, a fire-resistant dielectric coolant. Special application transformers Data Center transformer With focus rapidly shifting from simply maximizing uptime and supporting demand to improving energy utilization, the data center industry is continually looking for methods to increase its energy efficiency and reliability. Utilizing cutting edge technology, Eaton’s Cooper Power series Hardened Data Center (HDC) transformers are the solution. Designed with special attention given to surge protection, HDC liquid-filled transformers provide superior performance under the harshest electrical environments. Contrary to traditional dry-type units, HDC transformers provide unsurpassed reliability, overloadability, operational life, efficiency, thermal loading and installed footprint. These units have reliably served more than 100 MW of critical data center capacity for a total of more than 6,000,000 hours without any reported downtime caused by a thermal or short-circuit coil failure. The top priority in data center operations is uninterrupted service. Envirotran HDC transformers from Eaton, having substantially higher levels of insulation, are less susceptible to voltage surges. Eaton has experienced zero failures due to switching transients. The ANSI® and IEEE® standard impulse withstand ratings are higher for liquid-filled transformers, making them less susceptible to insulation failure. The Envirotran HDC transformer provides ultimate protection by increasing the BIL rating one level higher than standard liquid-filled transformer ratings. The cooling system of liquid-filled transformers provides better protection from severe overloads—overloads that can lead to significant loss of life or failure. Data center design typically includes multiple layers of redundancy, ensuring maximum uptime for the critical IT load. When best in class transformer manufacturing lead times are typically weeks, not days, an unexpected transformer failure will adversely affect the facility’s reliability and profitability. Therefore, the ability to determine the electrical and mechanical health of a transformer can reduce the probability of costly, unplanned downtime. Routine diagnostic tests, including key fluid properties and dissolved gas analysis (DGA), can help determine the health of a liquid-filled transformer. Although sampling is not required for safe operation, it will provide the user with valuable information, leading to scheduled repair or replacement, and minimizing the duration and expense of an outage. With a dry-type transformer, there is no reliable way to measure the health or likelihood of an impending failure. Solar transformer As a result of the increasing number of states that are adopting aggressive Renewable & Alternative Energy Portfolio Standards, the solar energy market is growing—nearly doubling year over year. Eaton, a key innovator and supplier in this expanding market, is proud to offer its Cooper Power series Envirotran transformers specifically designed for Solar Photovoltaic medium-voltage applications. Eaton is working with top solar photovoltaic developers, integrators and inverter manufacturers to evolve the industry and change the way we distribute power. In accordance with this progressive stance, every Envirotran Solar transformer is filled with non-toxic, biodegradable Envirotemp™ FR3™ dielectric fluid, made from renewable seed oils. On top of its biodegradability, Envirotemp™ FR3™ fluid substantially extends the life of the transformer insulation, saving valuable resources. What better way to distribute green power than to use a green transformer. In fact, delaying conversion to Envirotran transformers places the burden of today’s environmental issues onto tomorrow’s generations. Eaton can help you create a customized transformer, based on site specific characteristics including: temperature profile, site altitude, solar profile and required system life. Some of the benefits gained from this custom rating include: • Reduction in core losses • Improved payback on investment • Reduction in footprint • Improved fire safety • Reduced environmental impact For the solar photovoltaic industry, Eaton is offering standard step up transformers and dual secondary designs, including 4-winding, 3-winding (Low-High-Low) and 3-winding (Low-Low-High) designs. Wind transformer Eaton is offering custom designs for renewable energy power generation. Eaton manufactures its Cooper Power series Generator Step-Up (GSU) transformers for installation at the base of every wind turbine. Additionally, grounding transformers are available for wind power generation. DOE efficiency The United States Department of Energy (DOE) has mandated efficiency values for most liquid type, medium voltage transformers. As a result, all applicable Eaton’s Cooper Power series transformers 2500 kVA and below conform to efficiency levels as specified in the DOE ruling “10 CFR Part 431 Energy Conservation Program”. Underwriters Laboratories® (UL®) Listed and Labeled/ Classified The Envirotran transformer from Eaton can be specified as UL® Listed & Labeled, and/or UL® Classified. Underwriters Laboratories (UL®) listing is a verification of the design and construction of the transformer to the ANSI® and IEEE® standards. UL® listing generally is the most efficient, cost-effective solution for complying with relevant state and local electrical codes. UL® Combination Classification/Listing is another way in which to comply with Section 450.23, 2008 NEC® requirements. This combines the UL® listed transformer with a UL® Classified Less-Flammable Liquid and complies with the use restrictions found within the liquid Classification. 8 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries K-Factor transformer With a drastic increase in the use of ferromagnetic devices, arcing devices, and electric power converters, higher frequency loads have increased significantly. This harmonic loading has the potential to generate higher heat levels within a transformer’s windings and leads by as much as 300%. Harmonic loading has the potential to induce premature failure in standard-design distribution transformers. In addition to standard UL® “K-Factor” ratings, transformers can be designed to customer-provided specifications detailing precise loading scenarios. Onsite measurements of magnitude and frequency, alongside harmonic analysis of the connected load can be performed by Eaton engineers or a third party consultant. These field measurements are used to determine exact customer needs and outline the transformer specifications. Eaton will design harmonic-resistant transformers that will be subjected to the unique harmonic loads. These units are designed to maintain normal temperature rise under harmonic, full-load conditions. Standard UL® “K-Factor” designs can result in unnecessary costs when the “next-highest” K-Factor must be selected for a calculated design factor. To save the customer these unnecessary costs, Eaton can design the transformer to the specific harmonic spectrum used in the application. Eaton’s Cooper Power series K-factor transformers are filled with mineral oil or Envirotemp™ FR3™ fluid and enjoy the added benefits of dielectric cooling such as higher efficiencies than dry-type transformers. Modulation transformer Bundled with an Outboard Modulation Unit (OMU) and a Control and Receiving Unit (CRU), a Modulation Transformer Unit (MTU) is designed to remotely achieve two way communication. The use of an MTU reduces travel time and expense versus tra- ditional meter reading performed by high voltage electricians. Additionally, with MTU it is possible to manage and evaluate energy consumption data, providing reduced metering costs and fewer ten- ant complaints. An MTU utilizes existing utility infrastructure, therefore eliminating the need to engineer and construct a dedicated communication network. Inverter/rectifier bridge Eaton complements its range of applications for transformers by offering dual winding designs. These designs are intended for connection to 12-pulse rectifier bridges. Product attributes To set us apart from other transformer manufactures, Eaton includes the following guarantees with every three-phase pad-mounted transformer. Engineered to order (ETO) Providing the customer with a well developed, cost-effective solution is the number one priority at Eaton. Using customer specifications, Eaton will work with the customer from the beginning to the end to develop a solution to fit their needs. Whether it is application specific, site specific, or a uniquely specified unit, Eaton will provide transformers with the best in class value and performance, saving the customer time and money. Made in the U.S.A. Eaton’s three-phase pad-mounted transformers are produced right here in the United States of America. Our manufacturing facilities are positioned strategically for rapid shipment of products. Furthermore, should the need arise, Eaton has a broad network of authorized service repair shops throughout the United States. Superior paint performance Protecting transformers from nature’s elements worldwide, Eaton’s E-coat system provides unrivaled transformer paint life, and exceeds IEEE Std C57.12.28™-2014 and IEEE Std C57.12.29™-2005 standards. In addition to the outside of the unit, each transformer receives a gray E-coat covering in the interior of the tank and cabinet, providing superior rust resistance and greater visibility during service. If the wide range of standard paint selections does not suit the cus- tomer’s needs, Eaton will customize the paint color to meet their requirements. Rectangular coil design Eaton utilizes a rectangular coil design. This winding technique results in a smaller overall unit footprint as well as reducing the transformer weight. The smaller unit size does not hinder the transformer performance in the least. Units have proven short circuit withstand capabilities up to 10 MVA. Testing Eaton performs routing testing on each transformer manufactured including the following tests: • Insulation Power Factor: This test verifies that vacuum processing has thoroughly dried the insulation system to required limits. • Ratio, Polarity, and Phase Relation: Assures correct winding ratios and tap voltages; checks insulation of HV and LV circuits. Checks entire insulation system to verify all live-to-ground clearances. • Resistance: This test verifies the integrity of internal high-voltage and low-voltage connections; provides data for loss upgrade calculations. • Routine Impulse Tests: The most severe test, simulating a lightning surge. Applies one reduced wave and one full wave to verify the BIL rating. • Applied Potential: Applied to both high-voltage and low-voltage windings, this test stresses the entire insulation system to verify all live-to-ground clearances. • Induced Potential: 3.46 times normal plus 1000 volts for reduced neutral designs. • Loss Test: These design verification tests are conducted to assure that guaranteed loss values are met and that test values are Figure 9. Modular transformer. 9 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries within design tolerances. Tests include no-load loss and excitation current along with impedance voltage and load loss. • Leak Test: Pressurizing the tank to 7 psig assures a complete seal, with no weld or gasket leaks, to eliminate the possibility of moisture infiltration or fluid oxidation. Design performance tests The design performance tests include the following: • Temperature Rise: Our automated heat run facility ensures that any design changes meet ANSI® and IEEE® temperature rise criteria. • Audible Sound Level: Ensures compliance with NEMA® requirements. • Lightning Impulse: To assure superior dielectric performance, this test consists of one reduced wave, two chopped waves and one full wave in sequence, precisely simulating the harshest conditions. Thomas A Edison Research and Test Facility We are constantly striving to introduce new innovations to the transformer industry, bringing you the highest quality transformer for the lowest cost. Eaton’s Cooper Power series Transformer Products are ISO 9001 compliant, emphasizing process improvement in all phases of design, manufacture, and testing. We have invested millions of dollars in the Thomas A. Edison Technical Center, our premier research facility in Franksville, Wisconsin affirming our dedication to introducing new innovations and technologies to the transformer industry. This research facility is fully available for use by our customers to utilize our advanced electrical and chemical testing labs. 10 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Technical Data 50/60kW, 1000Vdc String Inverters for North America The 50 & 60kW (55 & 66kVA) medium power CPS three phase string inverters are designed for ground mount, large rooftop and carport applications. The units are high performance, advanced and reliable inverters designed specifically for the North American environment and grid. High efficiency at 98.8% peak and 98.5% CEC, wide operating voltages, broad temperature ranges and a NEMA Type 4X enclosure enable this inverter platform to operate at high performance across many applications. The CPS 50/60KTL products ship with either the Standard wire-box or the Rapid Shutdown wire-box, each fully integrated and separable with touch safe fusing, monitoring, and AC and DC disconnect switches. The integrated PLC transmitter in the Rapid Shutdown wire-box enables PVRSS certified module-level rapid shutdown when used with the Tigo TS4-F/TS4-A-F products, APS RSD-S-PLC-A products, and NEP PVG-4 products. The CPS Flex Gateway enables monitoring, controls and remote product upgrades. NEC 2017 PVRSS Certified Rapid Shutdown 55 & 66kVA rating allows max rated Active Power @±0.91PF Selectable Max AC Apparent Power of 50/55kVA and 60/66kVA NEC 2014/17 compliant & UL listed Arc-Fault circuit protection 15-90° Mounting orientation for low profile roof installs Optional Flex Gateway enables remote FW upgrades Integrated AC & DC disconnect switches 3 MPPT's with 5 inputs each for maximum flexibility Copper and Aluminum compatible AC connections NEMA Type 4X outdoor rated, tough tested enclosure UL1741 SA Certified to CA Rule 21, including SA14 FW and SA15 VW Separable wire-box design for fast service Standard 10 year warranty with extensions to 20 years Generous 1.8 and 1.5 DC/AC Inverter Load Ratios Key Features Datasheet CPS SCA50KTL-DO/US-480 CPS SCA60KTL-DO/US-480 50/60KTL Standard Wire-box 50/60KTL Rapid Shutdown Wire-box CHINT POWER SYSTEMS AMERICA 2020/01-MKT NA Chint Power Systems America 6800 Koll Center Parkway, Suite 235 Pleasanton, CA 94566Tel: 855-584-7168 Mail: AmericaSales@chintpower.com Web: www.chintpowersystems.com Technical Data Model Name CPS SCA50KTL-DO/US-480 CPS SCA60KTL-DO/US-480 Max. PV Power Max. DC Input Voltage Operating DC Input Voltage Range Start-up DC Input Voltage / Power Number of MPP Trackers MPPT Voltage Range @ PF>0.99 480-850Vdc 540-850Vdc Max. PV Short-Circuit Current (Isc x 1.25) Number of DC Inputs DC Disconnection Type DC Surge Protection Rated AC Output Power @ PF>0.99 to ±0.911 50kW 60kW Max. AC Apparent Power (Selectable)50/55kVA 60/66kVA Rated Output Voltage Output Voltage Range2 Grid Connection Type Max. AC Output Current @480Vac 60.2/66.2A 72.2/79.4A Rated Output Frequency Output Frequency Range2 Power Factor Current THD @ Rated Load Max. Fault Current Contribution (1 Cycle RMS) Max. OCPD Rating 110A 125A AC Disconnection Type AC Surge Protection Topology Max. Efficiency CEC Efficiency Stand-by / Night Consumption Enclosure Protection Degree Cooling Method Operating Temperature Range3 Non-Operating Temperature Range4 Operating Humidity Operating Altitude Audible Noise User Interface and Display Inverter Monitoring Site Level Monitoring Modbus Data Mapping Remote Diagnostics / FW Upgrade Functions Dimensions (HxWxD) Weight Mounting / Installation Angle5 AC Termination DC Termination6 Fused String Inputs (5 per MPPT)7 Certifications and Standards Selectable Grid Standard Smart-Grid Features Standard Extended Terms 1) Active Power Derating begins; at PF=±0.91 to ±0.8 when Max AC Apparent Power is set to 55 or 66kVA. 2) The "Output Voltage Range" and "Output Frequency Range" may differ according to the specific grid standard. 3) Active Power Derating begins; at 40°C when PF=±0.9 and MPPT ≥Vmin, at 45°C when PF=1 and MPPT ≥Vmin, and at 50°C when PF=1 and MPPT V ≥ 700Vdc. 4) See user manual for further requirements regarding non-operating conditions. 5) Shade Cover accessory required for installation angles of 75 degrees or less. 6) RSD wire-box only includes fuses/fuseholders on the positive polarity, compliant with NEC 2017, 690.9 (C). 7) Fuse values above 20A have additional spacing requirements or require the use of the Y-Comb Terminal Block. See user manual for details. AC Output DC Input 200-950Vdc 1000Vdc 98.8% 330V / 80W 15 inputs, 5 per MPPT Load-rated DC switch Load-break rated AC switch <3% >0.99 (±0.8 adjustable) Display and Communication LCD+LED Inverter: 123.5lbs/56kg; Wire-box: 33lbs/15kg <60dBA @ 1m and 25°C 64.1A Type II MOV, 1240VC, 15kA ITM (8/20µS) Environment System and Performance 98.5% <1W 57 - 63Hz 60Hz No low temp minimum to +158°F / +70°C maximum 0 to 100% 13,123.4ft / 4000m (derating from 9842.5ft / 3000m) 15A fuses provided (Fuse values up to 30A acceptable) CPS Standard / (with Flex Gateway) 15 and 20 years Warranty Volt-RideThru, Freq-RideThru, Ramp-Rate, Specified-PF, Volt-VAr, Freq-Watt, Volt-Watt 10 years UL1741SA-2016, UL1699B, CSA-C22.2 NO.107.1-01, IEEE1547a-2014; FCC PART15 IEEE 1547a-2014, CA Rule 21, ISO-NE 39.4 x 23.6 x 10.24in. (1000 x 600 x 260mm) 15 to 90 degrees from horizontal (vertical or angled) Safety 90kW (33kW per MPPT) M8 Stud Type Terminal Block (Wire range: #6 - 3/0AWG CU/AL, Lugs not supplied) Screw Clamp, Neg. Busbar (RSD version6) Wire range: #14 - #6AWG CU Mechanical CPS Flex Gateway (1 per 32 inverters) 3 Transformerless NEMA Type 4X Variable speed cooling fans -22°F to +140°F / - 30°C to +60°C 3Φ / PE / N (Neutral optional) 422 - 528Vac 480Vac 204A (68A per MPPT) Type II MOV, 2800VC, 20kA ITM (8/20µS) SunSpec, Modbus RS485 1 The Powerpack System is designed with an enhanced safety architecture that includes numerous electrical and mechanical protection measures at the cell, Pod (module), and Powerpack (enclosure) level. As demonstrated through rigorous testing, the Powerpack System sets the highest bar for safety. SAFETY AT EVERY LEVEL Tesla’s approach to safety involves comprehensive design and testing at each level of the Powerpack System. Tight vertical integration across design, manufacturing, and testing ensures that safety features of cell, Pod, Powerpack, and overall system-level components are not decoupled, but instead are closely linked. Cell safety: Tesla uses the highest quality lithium-ion cells, but assumes that in rare instances a cell can be flawed. For this reason, each cell in Tesla products is individually inspected and tested prior to module assembly. Flawed cells are discarded and used to drive further cell manufacturing improvements. Pod safety: Each Pod in the Powerpack includes individually-fused cells and dedicated power electronics. Unlike racked battery systems, the Pod’s fully-sealed IP67 design resists passive propagation and prevents the spread of thermal events. Each Pod has a built-in isolated DC-DC converter that physically separates live terminals from installation and maintenance personnel. The Pod’s Battery Management System (BMS) ensures that the cells are not operated outside of approved parameters. Pack safety: A parallel Pod architecture (16 Pods per Powerpack) provides optimized performance and redundant safety control, reducing the risk of cascading failures. Combined with the isolated DC-DC architecture, this parallel design greatly reduces the risk of events such as electrical fault propagation, high voltage arcing, or cascading thermal runaway. In comparison, other systems often have a long-chain DC bus system without isolation of individual batteries, which can lead to hazardous ground faults across the entire system. The Powerpack’s weatherproof steel enclosure provides robust protection against extreme environmental, chemical, and physical exposure. POWERPACK | MARKETING OVERVIEW ENHANCED SAFETY ARCHITECTURE Powerpack Pod LV Cells and DC-DC Controller 2 Automatic and continuous health monitoring across all system levels allows the Powerpack System to react to fault conditions autonomously. Critical operation-inhibiting faults are automatically relayed to Tesla to initiate remote or on-site corrective action. COMPLIANCE WITH GLOBAL SAFETY STANDARDS One unique and critical aspect to Tesla’s compliance approach is that the full Powerpack System has been tested and certified to national and international safety standards as one product. Thus, Tesla’s product offering does not just include individually listed components such as batteries and inverters that can be installed together, but instead is a truly integrated product, with safety testing and certifications for the system as a whole. Since system-level safety is pre-engineered during design and manufacturing, site-by-site validation is not required. The Powerpack System has been tested and certified to national and international safety standards, including: • UL 1973 (Standard for batteries for use in stationary applications) • UL 9540 (Standard for energy storage systems and equipment) • IEC 62619 (Standard for battery safety in stationary applications) • UL 1741 (Standard for inverters, converters, controllers, and interconnection system equipment for DERs) ENHANCED APPROACH TO FIRE SAFETY When it comes to fire safety, the Powerpack System is safe by design, without the need for additional active protective measures, such as fire suppression. This approach to rely on passive safety features ensures that the Powerpack System is not only safe while operating, but also during transportation, assembly, commissioning, maintenance, and decommissioning. Tesla’s philosophy is to assume everything can burn, and to design for safe thermal event mitigation above all else. At the core of this process is designing Powerpack components to virtually eliminate all risk of internal fire propagation. The Powerpack’s Pod design meets and exceeds the UL 1973 and IEC 62619 requirements for propagation resistance to single cell thermal runaway. Regardless of its location within the Pod, a cell failure does not propagate to neighboring cells, nor does it require service or replacement to keep the system operational. To create a significant fire in the Powerpack System (propagating thermal event), the cabinets need to be subject to a significant external event, such as a large adjacent fire or severe physical crash. In the event of a fire, rigorous full-scale fire testing has shown that the Powerpack System performs in an extremely safe and controlled manner, consuming itself slowly without explosive bursts or unexpected hazards. Fires are easily managed by standard fire service response equipment, and if suppression is desired it can be accomplished with the application of water. The Powerpack cells do not contain solid metallic lithium and thus do not react with water. Tesla is the only company to date that has performed a full-scale hazard assessment and fire test with the National Fire Protection Association (NFPA). Publically available results show that the Powerpack cabinet burns in a controlled manner with limited heat release, limiting heat exposure to surrounding areas. TESLA.COM/ENERGY POWER PA CK S Y S TEM Tesla has been building integrated battery systems in cars for over 10 years. The same degree of expertise, quality control, and technological innovation has informed our process of developing high-performance energy storage systems. The Powerpack System scales to the space, power and energy requirements of any site from 100 kWh+ to 100 MWh+. Tesla includes a 10-year warranty at no additional cost. Extensions are also available under certain conditions. Powerpack System includes an Inverter and DC Battery Packs FULLY INTEGRATED SYSTEM A complete energy storage system including DC batteries, bi-directional inverter, and a Tesla Site Controller with intelligent software. This turnkey system is designed to maximize savings and prolong battery life. OPTIMIZATION SOFTWARE Powerpack Systems have the most advanced battery technology and dispatch optimization software to quickly learn and predict a facility’s energy patterns. Tesla’s proprietary storage dispatch software can charge and discharge autonomously to maximize customer value. ENHANCED SYSTEM SAFETY Powerpack’s battery architecture consists of a low voltage battery with a DC/DC converter for added electrical isolation and safety. It also has an integrated liquid cooling and heating system for thermal safety and enhanced performance and reliability. APPLICATIONS PEAK SHAVING Discharge at times of peak demand to reduce expensive demand charges EMERGENCY BACKUP Powers a facility when the grid goes down CAPACITY FIRMING Smooth out the intermittency of renewables by storing and dispatching when needed LOAD SHIFTING Shift energy consumption from one point in time to another MICROGRID Build a localized grid that can disconnect from the main power grid TRANSMISSION AND DISTRIBUTION SUPPORT Supply power at a distributed location to defer the need to upgrade aging infrastructure DEMAND RESPONSE Discharge or charge in response to signals from a demand response administrator ANCILLARY SERVICES Provide service to the grid in response to signals sent REV. 1.1 TESLA.COM/ENERGY POWERPACK SPECIFICATIONS • One Powerpack Unit includes 16 battery Pods • Each Pod has an isolated DC/DC converter and sensors to monitor cell level performance in real time • Standard configurations: - 4-hour discharge duration - 2-hour discharge duration - High Power Mode* - Frequency Regulation Mode* - Peak Power Mode* *Available under certain conditions INVERTER RATINGS AC Voltage 400–480 VAC 3-phase Nominal Frequency 50 or 60 Hz Inverter Size (at 480 V) Scalable up to 700 kVA Note: All ratings provided are AC and factor in all parasitic loads. 1 Net energy delivered at 25°C (77°F) including thermal control 2 Represents frequency regulation and peak power options, available under certain conditions 3 Where X is a digit between 0 and 9, and Y is a letter COMMUNICATIONS Protocol Modbus TCP DNP3 Rest API MECHANICAL AND MOUNTING Enclosure IP67 (Pod) NEMA 3R / IP35 (Powerpack) NEMA 4 / IP66 (Inverter) Powerpack Unit Dimensions L: 1317 mm (50.9 in) W: 968 mm (38.1 in) H: 2187 mm (86.1 in) Powerpack Unit Max Shipped Weight 2199 kg (4847 lbs) Inverter Dimensions L: 1044 mm (41.1 in) W: 1394 mm (54.9 in) H: 2191 mm (86.2 in) Inverter Max Shipped Weight 1120 kg (2470 lbs) Operating Ambient Temperature –30°C to 50°C (–22°F to 122°F) REGULATORY Lithium-Ion Cells NRTL listed to UL 1642 System NRTL listed to UL 1973, 9540, 1741 SA IEEE 1547 Compliant to grid codes and safety standards of all major markets. Full list provided upon request. POWERPACK RATINGS Part Number Configuration Power/Energy1 Roundtrip1 System 1083932-00-F Peak Power 2 130 kW / 160 kWh 84.5% High Power 109 kW / 174 kWh 86.0% 2 hr 90 kW / 180 kWh 87.5% 1083931-00-E 4 hr 55 kW / 220 kWh 89.5% 1490027-XX-Y 3 Peak Power 2 130 kW / 166 kWh 83.5% High Power 118 kW / 169 kWh 85.5% 2 hr 90 kW / 174 kWh 88.0% 1490026-XX-Y 3 2 hr 111.5 kW / 223 kWh 85.5% 1490025-XX-Y 3 4 hr 58 kW / 232 kWh 89.5% Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 16 194-7098 APPENDIX H: OPERATION & MAINTENANCE PLAN Distributed Solar Development Operation & Maintenance Services Operation & Maintenance Service Comprehensive Offering, Flexible Options Distributed Solar Development offers Operation & Maintenance packages and services to suit all of our customers. Including options for continuous remote monitoring, planned/preventative maintenance, unscheduled maintenance, diagnostic imaging, module cleaning and our Production Guarantee, our pillars of service can be tailored to your site-specific needs. 2 O&M Service Items Active Monitoring, Reporting & Alerts Planned/Preventative Maintenance Unplanned Maintenance Module Cleaning (Regional Offering) Distributed Solar Development Services 3 Active Monitoring Our solar PV system comes with an automated monitoring system that tracks system performance 24/7, but it’s not always clear which alerts require action or whether there may be more subtle problems that are reducing the system’s output without triggering an alert. With DSD’s optional Active Monitoring service, trained experts conduct daily reviews of alerts and PV system performance to quickly catch critical issues, as well as monthly reviews to detect more subtle performance problems. If we determine any issue is significantly impacting system performance, you are promptly notified and provided with an estimated impact on the system and coordinate site access. 4 Inspections Planned Preventative Maintenance Like any asset, preventative maintenance is essential to ensuring your solar array remains in peak operating condition long term. The equipment and material used at each site have varying levels of maintenance requirements and intervals to uphold warranties and ensure your system continues to operate as intended throughout the year. As part of our Planned Preventative Maintenance service, DSD will periodically conduct inspections and testing tailored for each site as follows: ü Comprehensive inspection of modules & visible/exposed array wiring ü Inverter inspection including enclosure integrity, cleaning, air filter replacement (where applicable), and fault log review ü Mounting system and foundation inspection, including panel mounts, grounding lug, and mounting frames ü Visual check of DC and AC collection systems including trip settings and grounding ü Thermal scans of switchboard ü Combiner box, AC/DC disconnect and inverter connections ü Inspection of monitoring system including wiring and sensor inspections ü Complete transformer inspection including enclosure, gauges, foundations, and oil sampling per required intervals ü Inspection and verification of weather station component operation and replacement of desiccant packages where applicable ü Visual inspection for and replacement of unserviceable or missing system labeling ü Site inspection to include security concerns, drainage controls, vegetation, shading, or other customer concerns as needed Testing Ø Functional string testing Ø Ground continuity testing and correction of any unsafe or abnormal issues Ø Inspection of all surge protection systems, fuses, capacitors in inverters, combiner boxes, and AC & DC disconnects Ø Testing and documentation of string level voltage and amperage values Ø Relay and recloser functionality tests where applicable Ø Thermal scanning of combiner boxes where applicable Unplanned Maintenance 5 Despite best efforts, electrical, mechanical and data systems can sometimes fail unexpectedly, requiring unscheduled maintenance. In these cases time is of the essence and it is imperative every effort is taken to restore the system to full operation as quickly and safely as possible. With DSD’s Unplanned Maintenance service, a local technician will be dispatched as soon as we discover the need for emergency repairs. After initial assessment and direction from the DSD Services team, the technician may perform corrective action to resolve the situation immediately or, if they are not qualified/certified to do the work themselves we will dispatch a specialized contractor to handle the situation to completion. We are committed to resolve issues in a timely manner and return your system to full operation as quickly as possible. BEFORE AFTER Module Cleaning Soiled solar panels can considerably affect the solar array’s energy output by as much as 20%. Build up of grime, bird droppings, fungus, staining and dust can attribute to efficiency loss, and regular cleaning helps ensure the system continues producing the energy you expect. DSD provides the labor and materials required to clean the solar modules, using manufacturer approved methods and cleansing agents. If your site is located in a particularly dry or dusty region, we perform one to two cleanings per year as needed. Special Use / Site Plan Application Brewster Driving Range Solar Project Brewster Golf Course Solar Project 17 194-7098 APPENDIX I: DECOMMINSSIONING PLANS Brewster Driving Range Decommissioning Process The recommended approach to decommissioning and removing a solar site and equipment is to reverse the installation process. The following system components and removal methods would be employed the prescribed order. 90% of the system will be recycled (and possible resold) and a majority of the system would be removed from site. As this is an electrically charged system all safety precautions and procedures would need to be used. Decommissioning Sequence: 1. Disconnect all grid power and turn off all system equipment. Utility involvement will be required in this step. 2. Test all circuits to confirm the AC side of the system is de-energized. 3. Once AC system is de-energize disconnect all medium voltage wiring. 4. Disconnect all module strings and confirm DC side of the system is de-energized. 5. Remove all modules and recycle frames. 6. Remove and recycle all system wiring, inverters, transformers and other electrical equipment. 7. Remove and recycle all canopy steel. 8. Remove and dispose of above grade portions of the concrete foundations. 9. Replant vegetation where necessary. Decommissioning Cost Key assumptions include the fact that the electrical cabinetry, solar racks, solar panels, wiring and all other equipment are all one hundred percent recyclable, therefore, the primary cost of decommissioning is the labor to dismantle and load as well as the cost of trucking. The above grade portions of the concrete foundations will be removed and disturbed areas repaired with loam and seed to match adjacent grade and vegetation. The following items from the 644.08-kilowatt (kW) array will be recycled: • 1,552 solar panels • 8 string inverters • 1 transformer • 3 combiner boxes • Canopy steel • Balance of System (wire, Unistrut, conduit etc.) • Foundations above grade Brewster Golf Lots Decommissioning Process The recommended approach to decommissioning and removing a solar site and equipment is to reverse the installation process. The following system components and removal methods would be employed the prescribed order. 90% of the system will be recycled (and possible resold) and a majority of the system would be removed from site. As this is an electrically charged system all safety precautions and procedures would need to be used. Decommissioning Sequence: 1. Disconnect all grid power and turn off all system equipment. Utility involvement will be required in this step. 2. Test all circuits to confirm the AC side of the system is de-energized. 3. Once AC system is de-energize disconnect all medium voltage wiring. 4. Disconnect all module strings and confirm DC side of the system is de-energized. 5. Remove all modules and recycle frames. 6. Remove and recycle all system wiring, inverters, transformers, BESS and other electrical equipment. 7. Remove and recycle all canopy steel 8. Remove and dispose of concrete equipment pads and above grade portions of the concrete foundations. 9. Replant vegetation where necessary. Decommissioning Cost Key assumptions include the fact that the electrical cabinetry, solar racks, solar panels, wiring and all other equipment are all one hundred percent recyclable, therefore, the primary cost of decommissioning is the labor to dismantle and load as well as the cost of trucking. The concrete equipment pads and above grade portions of the concrete foundations will be removed and disturbed areas repaired with loam and seed to match adjacent grade and vegetation. The following items from the 1,1504 kilowatt (kW) array will be recycled: • 2,772 solar panels • 17 string inverters • 2 transformers • 1 Battery Storage System • Canopy steel • Balance of System (switchboard, wire, Unistrut, conduit etc.) • Concrete equipment pads and above grade foundations DRAFT MEETING MINUTES DATED JUNE 24, 2020 PB Minutes 06/24/2020 Page 1 of 3 Brewster Planning Board 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1133 brewplan@brewster-ma.gov BREWSTER PLANNING BOARD MEETING MINUTES Wednesday, June 24, 2020 at 7:00 pm Brewster Town Office Building (virtual) Chair Madalyn Hillis-Dineen convened a remote meeting of the Planning Board at 7:00 pm with the following members participating remotely: Roberta Barrett, Ned Chatelain, Charlotte Degen, Kari Hoffmann, Elizabeth Taylor, and Paul Wallace. Also participating remotely: Ryan Bennett, Town Planner and Lynn St. Cyr, Senior Department Assistant. The Chair read the Notification: “Pursuant to Governor Baker’s March 12, 2020 Order Suspending Certain Provisions of the Open Meeting Law and his March 15 and March 23, 2020 Orders imposing strict limits on the number of people that may gather in one place, this meeting will be conducted via remote participation to the greatest extent possible. Specific information and the general guidelines for remote participation by members of the public and/or parties with a right and/or requirement to attend this meeting may be found on the Town’s website at www.brewster-ma.gov. For this meeting, members of the public who wish to listen to the audio broadcast may do so via the Town of Brewster website at http://livestream.brewster-ma.gov or on Channel 18. No in-person attendance of members of the public will be permitted, but every effort will be made to ensure the public can adequately access the proceedings in real time via technological means. The Town has established specific email addresses for each board and committee that will be meeting remotely so that residents can send their comments in writing either before or during the meeting. For this meeting, please send comments to planningboardmeeting@brewster- ma.gov. In the event we are unable to live broadcast these meetings, despite best efforts, we will post on the Town website an audio recording, transcript, or other comprehensive record of proceedings as soon as possible after the meeting at http://tv.brewster-ma.gov.” The meeting packet will be posted prior to the meeting and can be found at 7:03 PM PLANNING DISCUSSION Reorganization of Planning Board following Town election. Hillis-Dineen thanked the Board and staff for their efforts during her year as Planning Board Chair. Motion by Hillis-Dineen to Nominate Paul Wallace for Chair. Second by Taylor. Vote: Degen-aye, Taylor-aye, Hoffmann-aye, Barrett-aye, Wallace-aye, Chatelain-abstained, Hillis-Dineen-aye. Vote: 6-0-1. Wallace led the meeting as Chair. Motion by Hoffmann to Nominate Charlotte Degen for Vice Chair. Second by Barrett. Vote: Barrett-aye, Chatelain-abstained, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor-aye, and Wallace-aye. Vote: 6-0-1. Motion by Degen to Nominate Kari Hoffmann for Clerk. Second by Barrett. Vote: Barrett-aye, Chatelain- abstained, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor-aye, and Wallace-aye. Vote: 6-0-1. The Board reviewed and discussed other committees and Boards in which they participate. Members will remain in their current roles including Hillis-Dineen, Brewster Municipal Affordable Housing Trust, Paul Wallace, Vision Planning Committee, Charlotte Degen, Liaison to Select Board, Roberta Barrett, Water Quality Review Committee, Kari Hoffmann, Vision Planning Committee, and Elizabeth Taylor, Community Preservation Committee and Open Space Committee. The Board discussed an alternate for the Water Quality Review Committee and decided to have discuss the role further once a new member was appointed. Ned Chatelain thanked the Board and staff and stepped down as a member of the Planning Board to take on his new role as a member of the Select Board. Chatelain left the remote meeting at 7:13 pm. 7:14 PM PUBLIC HEARING Special Permit Subdivision Application #2020-08:Applicant: Town of Brewster Open Space Committee.Owner: Phyllis J. Field and Joanne M. Kelley. Representative: Donald T. Poole of Outermost Land Survey, Inc. for property located at 106 McGuerty Road and shown on Assessor’s Map 94, Lot 82 in the Residential Low Density (R-L) and Residential Rural (R-R) zoning districts. The Applicant proposes to subdivide one lot into two lots pursuant to Natural Resource Protection Design, Section 69, of the Brewster zoning bylaw and the Town of Brewster Subdivision Rules and Approved: Vote: PB Minutes 06/24/2020 Page 2 of 3 Regulations Chapter 290. The Applicant requests a waiver from Section 71 of the Brewster zoning bylaw requiring a development impact statement and natural resource analysis. Documents:  04/21/20 Natural Resources Protection Design Plan of Land  05/13/20 Planning Board Application with letter request for waivers  06/19/20 Department Review Comments  Definitive Subdivision Checklist Donald Poole participated remotely on behalf of the Applicant, Town of Brewster Open Space Committee. The Owners of the property, Phyllis Field and Joanne Kelley also participated remotely. Motion by Taylor to Open the Public Hearing on Special Permit Subdivision Application #2020-08. Second by Degen. Vote: Barrett-aye, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor-aye, and Wallace-aye. Vote: 6-0-0. Poole reviewed the plan submitted to the Board. Poole explained that the lot is part of a 1962 subdivision plan. The lot is being subdivided and approximately 10.5 acres is being conveyed to the Town of Brewster Open Space Committee. The building lot (Lot 1) is 1.38 acres, has 70.53’ of frontage, and will remain a conforming lot under Natural Resource Protection Design bylaw. Lot 1 contains a house. Lot 2 will not be a buildable lot as it lacks sufficient frontage. Taylor stated that she is familiar with the project as Chair of the Open Space Committee. The sale of the property will be before Town Meeting in the Fall. Taylor asked for the Board’s support to approve the application. Hoffmann asked for clarification on the requests for waivers. Bennett stated that the Applicant requested a waiver of filing fees which will be handled by the Select Board. Hoffmann referenced the letter dated March 5, 2020. The Board discussed #4 which should read “as no new units or lots are proposed…” Hoffmann stated that the reference in #5 should be to Section 179- 71 for the net acreage calculation. Hoffmann confirmed with the Applicant that there was a building on Lot 1. Degen sought clarification on the locus. Degen confirmed with the Applicant that there was a building on Lot 1. Poole stated that the plan will be updated to include the building currently located on Lot 1 and re-submitted for the Board’s signature. Hoffmann read the department review comments into the record. Phyllis Field, Owner of 106 McGuerty Road thanked the Board for their review of this application. Field noted that the land has been in the family since 1965 and is used in the summer by the family. Poole noted that while doing survey work on the property he noticed that the trails are used and enjoyed by the public and thanked the owners. Hoffmann confirmed with Poole that the mylar will be updated to include the building on Lot 1. Bennett also stated that a signature block for the Town Clerk was requested. Degen asked there were wetlands on the property and Poole responded that no wetlands are present on the property. Poole also stated that there are no rock walls on the property. Joanne Kelley, Owner of 106 McGuerty Road, thanked the Board and asked whether a new home could be built on Lot 1 in the future. Poole stated that the intent of the plan was to have the building lot remain as conforming under the current zoning bylaw. Bennett noted that for zoning purposes, the Lot 1 will maintain buildability, but Title V requirements will dictate what can be built on the lot. Motion by Hoffmann to Close the Public Hearing on Special Permit Subdivision Application #2020-08. Second by Taylor. Vote: Barrett-aye, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor-aye, and Wallace-aye. Vote: 6-0-0. Motion by Hoffmann to Approve Special Permit Subdivision Application #2020-08 with Requested Waivers, as discussed and amended. Second by Taylor. Vote: Barrett-aye, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor-aye, and Wallace-aye. Vote: Vote 6-0-0. 7:32 PM PLANNING DISCUSSION CONTINUED Approval of Meeting Minutes: June 10, 2020. The Board reviewed the June 10, 2020 meeting minutes. Motion by Degen to Approve June 10, 2020 Meeting Minutes, as amended. Second by Taylor. Vote: Barrett-aye, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor- aye, and Wallace-abstained. Vote: 5-0-1 (Wallace abstained). 7:34 PM TOPICS THE CHAIR DID NOT REASONABLY ANTICIPATE Hoffmann thanked Hillis-Dineen for all her work as Chair of the Planning Board. The Board discussed their meeting format and that meetings will remain virtual, at least through August. PB Minutes 06/24/2020 Page 3 of 3 Motion by Hillis-Dineen to adjourn. Second by Barrett. Vote: Barrett-aye, Degen-aye, Hillis-Dineen-aye, Hoffmann-aye, Taylor-aye, and Wallace-aye. Vote: 6-0-0. Meeting adjourned at 7:37 pm. Next Planning Board Meeting Date: 07/08/20 Respectfully submitted, __________________________________________ Lynn St. Cyr, Senior Department Assistant, Planning