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SECTION 106 (2) Q _ 1 r=3° SECTION 106-2016 I Y> z RECEIVE® d ' APR 0 8 2016 . r bli�hae�y Laboratory DEPT. OF PLANNING & COMMUNITY DEVELOPMENT April 4, 2016 Brona Simon State Historic Preservation Officer Executive Director State Archaeologist Massachusetts Historical Commission 220 Morrissey Boulevard Boston, Massachusetts 02125 Re: Rosies Pond &Jefferson Avenue Flood Mitigation Project, Salem, MA Archaeological Reconnaissance Survey PAL#3190, MHC#RC.59532 Dear Ms. Simon: Enclosed please find an application for a permit to conduct an archaeological reconnaissance survey for the proposed Rosies Pond & Jefferson Avenue Flood Mitigation Project in Salem, Massachusetts. The project area is located on the Salem, Massachusetts topographic quadrangle. We would like to begin these investigations as soon as possible. Thank you in advance for your time and attention to this matter. If you have any questions or concerns,, please do not hesitate to contact Suzanne Cherau, Principal Investigator, or me, at your convenience. Sincerely, Deborah C. Cox, RPA President Enclosure cc: David Knowlton, City of Salem (w/encl.) Kevin Kotelly, USACE (w/encl.) Lydia Katchadoordian, FEMA(w/encl.) David Woodbury, MEMA(w/encl.) Victor Mastone, MBUAR(w/encl.) Salem Historical Commission Historic Salem Inc. (w/encl.) Bettina Washington, Wampanoag Tribe of Gay Head (Aquinnah)(w/encl.) Ramona Peters, Mashpee Wampanoag Tribe(w/encl.) Alan Benevides, Woodard and Curran(w/encl.) 26 Main Street Pawtucket, RI 02860 1 401.728.8780 Main-1 401.728.8784 Fax palinc.com 950 CMR: DEPARTMENT OF THE STATE SECRETARY APPENDIX B COMMONWEALTH OF MASSACHUSETTS SECRETARY OF STATE: MASSACHUSETTS HISTORICAL COMMISSION PERMIT APPLICATION: ARCHAEOLOGICAL FIELD INVESTIGATION — 1 A. General Information Pursuant to Section 27(c) of Chapter 9 of the General Laws and according to the regulations outlined in 950 CMR 70.00, a permit to conduct a field investigation is hereby requested. 1. Name(s): Suzanne Cherau 2. Institution: The Public Archaeology Laboratory, Inc. Address: 26 Main Street Pawtucket, Rhode Island 02860 3. Project Location: Rosies Pond&Jefferson Avenue Flood Mitigation Project see attached proposal 4. Town(s): Salem 5. Attach a copy of a USGS quadrangle with the project area clearly marked. see attached 6. Property Owner(s): see attached landowner list 7. The applicant affirms that the owner has been notified and has agreed that the applicant may perform the proposed field investigation. 8. The proposed field investigation is for a(n): a. Reconnaissance Survey b. Intensive Survey c. Site Examination d. Data Recovery B. Professional Qualifications 1. Attach a personnel chart and project schedule as described in 950 CMR 70.11 (b). a. Personnel Principal Investigator(s): Suzanne Cherau Project Archaeologist(s): Jennifer Banister b. Schedule Fieldwork: April—May 2016 Research and Analysis: April—May 2016 Report: May—June 2016 2. Include copies of curriculum vitae of key personnel (unless already on file with the State Archaeologist). C.Research Design 1. Attach a narrative description of the proposed Research Design according to the requirements of 950 CMR 70.11. 2. The Applicant agrees to perform the field investigations according to the standards outlined in 950 CMR 70.13. 3. The Applicant agrees to submit a Summary Report, prepared according to the standards outlined in 950 CMR 70.14 by: August 2016 4. The specimens recovered during performance of the proposed field investigation will be curated at: The Public Archaeology Laboratory, Inc. 26 Main Street Pawtucket,Rhode Island 02860 SIGNATURE �� l� tau V APPLICt,,I T(S) DATE f Rosies Pond &Jefferson Avenue Flood Control Project, Salem, MA Address First Last 35 Lawrence Pauline Bedard 33 Lawrence Doreen Bedard 31 Lawrence James Arsmtrong 13 Lawrence Todd Bekesha 11 Lawrence Eleven Lawrence Realty Trust 10 Brooks Andrew Bedard 12 Brooks Michael Kapnis 213 Jefferson William Smith 211 Jefferson Joel Francois 225 Jefferson James Richmond 214 Jefferson James Herman 212 Jefferson Duc Nguyen 210 Jefferson Daniel Leblanc 208 Jefferson Alan Lefleur 206 Jefferson Carilde Moreta 204 Jefferson Meriam Gehret 204 Jefferson Stacey Vigna 204 Jefferson Brandon Waring 202 Jefferson Roger Martin 200 Jefferson Stephen Lovely 198 Jefferson Francisco Gomez 196 Jefferson Kleves Zepaj 194 Jefferson Kevin Wilkins 192 Jefferson Gloria Gagnon 34 Horton New England Power Technical Proposal D If Vi Rosies Pond & Jefferson Avenue r bli% IMM laboratory Flood Mitigation Project Salem, Massachusetts Archaeological Reconnaissance Survey Submitted to: April 4, 2016 David Knowlton, P.E., City Engineer Engineering Department, City of Salem 120 Washington Street, 4t" Floor Salem, Massachusetts 01970 The City of Salem is proposing a flood mitigation project along the South River at Rosies Pond and Jefferson Avenue in Salem, Massachusetts (Figure 1). The project involves the construction and/or rehabilitation of flood control berms, construction of sheet pile flood control walls and culvert replacement and associated grading, landscaping and storm water management infrastructure along Lawrence Street,Brooks Street,Wheatland Street,Jefferson Avenue,Ocean Avenue West,and Dove Avenue. The project involves 11 acres of floodplain, 9.8 acres of developed land, and 1.2 acres of wetlands, although new constructions will only impact a total of 4.1 acres. The project requires environmental review, permitting, and funding by state and federal agencies, including the Federal Emergency Management Agency (FEMA), the U.S. Army Corps of Engineers (USACE), and the Massachusetts Emergency Management Agency (MEMA), and as such is subject to review under Section 106 of the National Historic Preservation Act of 1966 as amended(36 CFR 800)and M.G.L. Chapter 9, sections 26-27C (950 CMR 70-71). The lead federal agency for the project's Section 106 cultural resources consultation has not yet been determined. The Massachusetts Historical Commission (MHC) reviewed the Project Notification Form (PNF) and noted that the flood mitigation project impact area is within the Castle Hill historic area (MHC No. SAL.GH). The historic Castle Hill area is a neighborhood in South Salem that is connected to downtown Salem by Jefferson Avenue. The area consists of late nineteenth and early twentieth- century residential housing and commercial buildings. There are also a number of Native American archaeological sites in the vicinity including the Castle Hill archaeological site (MHC No. 19-ES- 360)reported to contain a shell midden on the northeast slope of Castle Hill.The MHC has indicated that undisturbed portions of the project impact area are archaeologically sensitive and likely to contain belowground resources related to pre-contact Native American and early post-contact EuroAmerican occupation of Salem. The MHC requests that an archaeological reconnaissance survey(950 CMR 70)be conducted for the project. The goals of the survey will be to provide a detailed archaeological sensitivity assessment and to provide recommendations for further archaeological investigations including subsurface testing in sensitive areas.The reconnaissance survey will be conducted under a State Archaeologist's Permit issued by the MHC/State Archaeologist under 950 CMR 70. I 26 Main Street Pawtucket, RI 02860 Tel: 401.728.8780 Fax: 401.728.8784 www.palinc.com Technical Proposal P_ A I Rosies Pond&Jefferson Avenue Flood Mitigation Project r^a.. Archaeological Reconnaissance Survey Wic Mcwm py Lae aMm page 2 of 7 The following Technical Proposal describes the research framework including environmental setting, cultural context overview, and expected archaeological resources, along with a methodology for reconnaissance survey research and field activities, work products, and a schedule. Research Framework Environmental Setting The City of Salem is located in southeastern Essex County, Massachusetts, within the Seaboard Lowland physiographic zone of southern New England. This zone constitutes a transitional area between the New England Uplands and the ancient seabed of the Coastal Plain. The project area is part of the North Coastal drainage basin(Bickford and Dymon 1990). Salem Harbor is near the center of the North Coastal Basin, a narrow strip of coastal plain extending from the Saugus River estuary to Cape Ann. This area is drained by a series of short river drainages that flow into small coastal estuaries. The coastal river systems are fed by tributary streams with headwaters in hilly, upland terrain several miles inland from the harbor. The project is in a low-lying section of South Salem that is prone to chronic flooding in flat terrain approximately one mile south (upstream) of the confluence of the South River and Salem Harbor at Pickering Wharf. Salem Harbor opens northeasterly into the Massachusetts Bay and is sheltered by the Salem and Marblehead Neck peninsulas. The South River watershed drains approximately 1,370 acres of the west central portion of Salem in an urbanized setting with less densely developed areas located in the watershed's headwaters and nearly full built-out areas in the downstream portions of the watershed. The South River flows in a southeasterly direction from its headwaters northeast of Highland Avenue in the Gallows Hill area to the Boston &Maine Railroad, then turns and flows in a northerly and northwesterly direction through Rosies Pond and the Jefferson Avenue Neighborhood in various channelized segments, and then turns again in a northeasterly direction to flow through Mill Pond and into the South River Conduit,which conveys the river from Mill Pond to Salem Harbor near the intersection of Lafayette Street and New Derby Street(at Pickering Wharf). The elevations in the majority of the South River watershed range from 2 to 12 feet above mean high water, except in the headwaters characterized by steep slopes and ledge outcrops at elevations that rise to 30 ft above sea level (Woodard and Curran 2007). The project area is located in the Jefferson Avenue Neighborhood section of the South River drainage. The neighborhood between Laurent Street and Ocean Avenue West including Brooks Street is a low- lying residential area prone to flooding during heavy rainfall events, many of which coincide with periods of high tide in Salem Harbor. The neighborhood is served by local flood protection works consisting of levees and a stormwater pumping station that were constructed in the mid-1970s. The project area extends about 0.35 miles (1,884 feet) along the river channel between the Boston and Maine Railroad/MBTA right-of-way (ROW) and Dove Avenue. After passing under the railroad ROW through a 12-foot archived culvert, the river is channelized through residential backyards on the south side of Lawrence Street; it then crosses under Lawrence Street through a 3-foot wide by 8- foot high concrete culvert. The river continues to flow in a northerly direction through the rear yards of the residential properties between Brooks Street and Wheatland Street. A levee constructed in the mid-1970s runs along the Brooks Street side of the river protecting low-lying residential areas along Brooks Street and Jefferson Avenue.The levee directs the river through a concrete floodwall channel to the second crossing under Jefferson Avenue that consists of a 10-foot wide by 4-foot high culvert. Technical Proposal P_ A Rosies Pond&Jefferson Avenue Flood Mitigation Project �^` Archaeological Reconnaissance Survey a�erc n.cweonyr um,aion page 3 of 7 The project area following the South River then turns towards the east and runs parallel to Jefferson Avenue behind a number of residential properties to the intersection of Dove Avenue with Jefferson Avenue. The flood control levee extends from the Jefferson Avenue flood wall to Dove Avenue. The project area ends at the south side of Dove Avenue, but the river continues under the street ROW through twin corrugated metal pipe arch culverts, and then crosses Jefferson Avenue to the north approximately 200 feet downstream of Dove Avenue through three 48-inch diameter and one 54-inch diameter culverts where the river enters Mill Pond(Woodard and Curran 2007). Soils in the southern part of the project area between the railroad ROW just north of Rosies Pond and Lawrence Street are classified as very poorly drained Maybid silt loam having 0 to 3 percent slopes and typically comprised of marine deposits in coastal depressions. The remainder of the project area along the South River channel is classified as Urban Land consisting of areas where soils have been excavated or deposited as fill or made land(USDA-NRCS 2016). Cultural Context Overview The reconnaissance archaeological survey will provide a full temporal cultural context of human occupation in the Salem area of northeast coastal Massachusetts. The cultural context extends from the Paleolndian Period (12,500-10,000 B.P. [years before present]), which provides the earliest evidence of human occupation in New England, through the pre-contact Archaic and Woodland periods (10,000-450 B.P.), Contact Period (450-300 B.P. [A.D. 1500-1620]), and the Post-Contact (Euro-American) Period (1620—present). Pre-contact and contact period Native American occupations are documented throughout Essex County including the Salem area. There are presently over 60 pre-contact sites recorded within the boundaries of Salem,most of which are clustered around Salem Harbor, Salem Neck, and Winter Island. South Salem also contains a number of recorded pre- contact sites along both the Forest River and South River drainages. The majority of the recorded sites contain occupations of unknown temporal/cultural affiliation; however, at least 15 sites have yielded diagnostic artifacts dating from the Late Archaic Period (5000-3000 B.P.) and one site, the Juniper Cove Site (19-ES-406) contains a possible Middle Archaic Period ((8000-5000 B.P.) occupation. Woodland Period (3000-450 B.P.) sites have also been identified at the Kernwood Site (19-ES-408) near the confluence of the Danvers and North Rivers and at Legg's Hill (19-ES-415) (MHC site files). There are 12 recorded pre-contact sites within a one-mile radius of the project area in the South River drainage, including the Castle Hill Site (19-ES-360), which is located on a small hill near the intersection of Jefferson Avenue and the Boston and Maine Railroad tracks(MHC site files).The site is described as a shell midden at the northeast slope of Castle Hill that reportedly contained Late Archaic and Early Woodland period projectile point types currently housed at the Peabody Museum of Salem (Grimes 1982 in MHC site files). Other sites in the project vicinity include the Mill Pond Site(19-ES-644) identified about one-half mile to the north and reported to consist of a shell midden found in the nineteenth century on the shores of Mill Pond (Shaw 1989 in MHC site files); the Shaugnessy Site (19-ES-520), a lithic workshop just to the west of the South River and Jefferson Avenue between Dove Avenue and Laurent Road; and the Broadway Site (19-ES-538), a Late Archaic find spot about 500 feet to the northwest of Rosies Pond. In the post-contact period, the project vicinity in South Salem included the Castle Hill area that acquired its name by 1636 after a Native American fortification of Nanepashement, chief of the Masschusetts Tribe, which allegedly existed at the peak of the Hill and may have later been used by Technical Proposal Rosies Pond&Jefferson Avenue Flood Mitigation Project A Archaeological Reconnaissance Survey rv g y blic acnSWNY Lemrnwr page 4 of 7 . English settlers as an outlook(Perley 1924). South Salem was sparsely settled in the seventeenth and eighteenth centuries as the South River formed the southern extent of the original "Old Planters" settlement on the peninsula of land formed by the North River, Beverly Harbor, Collins Cove, and the South River. The township was laid out between the North River and the South River with two- acre houselots mostly along the North River,and then reduced to one-acre and spread along the South River, easterly off Central Street. Larger lots of 50 acres or more developed as aggregates of the smaller ones through inheritance and sale resulting in large landholdings throughout the town. The area between the South River and the Forest River was set aside as one of 10 common fields established in the mid-1600s. The South Field, as it was known, encompassed 600 acres and was fenced as a whole and then later divided into fenced 10-acre sections. The fields were used for agricultural crops including corn,oats, rye, barley, and wheat, and as fruit and animal pasture(MHC 1985). In 1659 William Browne, George Corwin, and Walter Price were granted permission to build a gristmill and dam on the South River. The mill was completed in 1665 and was used as a single mill for grinding corn with William Stacey as the miller until his death in 1723.Another set of mill stones and machinery was added in 1720 and a third set in 1727, and all three sets of stones operated as late as 1840 under the name South Mills. A scythe mill was added to the complex in 1769 and a granary in 1804, but the scythe mill was gone before 1811, at which time a chocolate mill was established and run by James Brown until 1825 when it was turned into a snuff mill.In 1854 the mills,associated outbuildings, and land at the downstream end of the Mill Pond were sold to the Eastern Railroad Company who allowed the mills to run for a few more years before they tore them down for the railroad line. The construction of the mill dam allowed for a new highway to be laid out over it and extended into the South Fields by way of Lafayette Street and Loring Avenue south across the Forest River and then onto Marblehead(Perley 1926). In the eighteenth century the South Field including the project area and environs continued to be reserved as common agricultural and pasture lands along with several other large tracts of common lands elsewhere in the town. The eastern side of the South River, opposite Castle Hill, had been set aside in the mid-1600s as a long and narrow strip of salt marsh called "the deacon's marsh"; the marsh remained open for use by town residents into the mid-1800s(Perley 1926).The 1795 and 1832 town maps depict very little development in South Salem in the area south of Mill Pond apart from the north-south highway that led from the town center at Salem Harbor south across the Forest River and east to Marblehead (Anon. 1795; Saunders 1832). By 1851 the Eastern Railroad Line had been constructed through Mill Pond south towards Marblehead on the west side of Lafayette Street,but no other developments were present west and south of the intersection with Lauren Street, one of the few east-west streets that had been laid out off Lafayette Street south of Cedar Street and the Mill Pond dam at South Street(McIntyre 1851). Beginning in the third quarter of the nineteenth-century the common fields and marsh lands in the Castle Hill area and surrounding sections of South Salem between the South River and Forest River were subdivided for residential neighborhoods and the construction of the Marblehead Branch Railroad line, which extended in a southeasterly direction off the Eastern Railroad main line just below Castle Hill (Beers 1872). Castle Hill had been the summer home of the affluent Derby family of Salem in the early nineteenth century, behind the Derby farm on Lafayette Street. In 1876 the development group of James F.Almy,Nathaniel Wiggin,and Charles S. Clark purchased Castle Hill as part of the Derby Estate and platted out the area into subdivided lots by 1878 and additional streets laid out including Jefferson Avenue. In the 1880s the area became largely settled by French- Technical Proposal Rosies Pond&Jefferson Avenue Flood Mitigation Project � ^V Archaeological Reconnaissance Survey vera a wlw iaeorWoq page 5 of 7 Canadians in a neighborhood of single and two-family homes. By 1890 18 families (over 35 residents) lived in Castle Hill, which was being taken down by the Massachusetts Broken Stone Company. The majority of the residential growth and street grid layouts in the Jefferson Avenue and Castle Hill neighborhoods took place from 1890-1900 and 1910-1915, Mill Pond was mostly filled in, and a total of over 210 residents had settled there by 1915. The residential character of this neighborhood remains largely intact to present-day(Salem Planning Department 1990). Expected Archaeological Resources The archaeological reconnaissance survey will be designed to determine the potential for significant archaeological resources within the project area along the channelized portion of the South River in the Jefferson Avenue Neighborhood of South Salem. A preliminary review of MHC site files indicates the presence of one pre-contact Native American site (Castle Hill Site, 19-ES-360) in the vicinity of Rosies Pond near the south end of the project area between Lawrence Street and the railroad ROW. Undisturbed portions of the project area may include intact natural soils adjacent to the South River shoreline that could contain evidence of pre-contact and contact period Native American occupations including shell middens, which have been identified at 19-ES-360 and other recorded sites in the vicinity.Archaeological evidence of seventeenth and eighteenth century English use of the area related to the documented fortifications at Castle Hill and agricultural activities in the common South Field and salt marshes could also be present in undisturbed, albeit deeply buried soil horizons underneath late nineteenth and twentieth century fill deposits in road beds,utility easements, and private yards. Methodology PAL's reconnaissance survey methodology has been formulated according to the standards and guidelines set forth in Public Planning and Environmental Review: Archaeology and Historic Preservation, Massachusetts Historical Commission (MHC 1979). Research PAL will use the online Massachusetts Cultural Resource Information System(MACRIS)to collect and review information on known historic and archaeological resources compiled from records and files maintained by the MHC that include, but are not limited to the Inventory of Historic Assets of the Commonwealth, National Register of Historic Places nominations, State Register of Historic Places listings, and local historic district study reports. PAL will also review cultural resource management (CRM) reports for surveys conducted in the Project vicinity and general Salem area. The MACRIS database and existing CRM reports will provide the basic research framework and cultural context/cultural chronology to determine the potential for and type of expected archaeological resources. PAL will also review town histories, photographs, historic atlas and town maps,USGS topographic maps,and historical aerial imagery to review changes in land use and filling in the project belowground work areas. The reconnaissance survey will also include review of current information on existing utilities and geotechnical work including soil borings for project work areas where belowground disturbances are proposed in the September 2015 design plan set.The project proponent will provide all such available data for review and synthesis as part of the reconnaissance survey. Technical Proposal Rosies Pond&Jefferson Avenue Flood Mitigation Project ^` Archaeological Reconnaissance Survey ager nrrnseoiour iaeo,ma,y Page 6 of 7 Field Survey Fieldwork will consist of a walkover survey with close ground surface inspection of project belowground work areas depicted in the 100 percent design plan set dated September 2015. The walkover will be designed to familiarize the PAL technical staff with the existing conditions of the project belowground work areas, and assess the character and extent of any previous disturbances to the landscape,including topography and surface features including building foundations and existing flood control features.Notes and digital photographs will be taken of the physical appearance of the South River/channel improvement work areas including new flood control sheet pile walls, minor grading areas, and collection and conveyance systems consisting of catch basins and underground pipes. Work Product Upon completion of the research and fieldwork,PAL will prepare a technical report that presents the results of the reconnaissance survey, including the following information: survey methodology and background resources consulted; environmental and cultural contexts including a discussion of previous belowground disturbances including grading and filling episodes in the former Mill Pond banks including Rosies Pond/South River; and recommendations for further archaeological investigations including subsurface testing if needed. The report will follow the guidelines established by the National Park Service in the Recovery of Scientific, Prehistoric, Historic, and Archeological Data(36 CFR Part 66 Appendix A) and the MHC. A draft copy of the report will be submitted to the project proponent for review and comment prior to submission to the MHC and other potential interested parties. The final report version will incorporate internal and agency review comments. Personnel The key PAL staff assigned to the project will be Suzanne Cherau, PM/Principal Investigator and Jennifer Banister, Project Archaeologist. The assigned PAL staff has over 30 years of combined experience in the field of New England cultural resources management, with an emphasis on cultural resources investigations in Salem. All assigned PAL staff meet the Secretary of the Interior's Standards and Guidelines for Archeology and Historic Preservation. Schedule The research and fieldwork tasks will take approximately two weeks to complete,and will begin once the MHC State Archaeologist's permit is received.The technical report will be submitted for internal project team review within 45 days of the completion of the research and field tasks. Technical Proposal P_ .A. Rosies Pond&Jefferson Avenue Flood Mitigation Project �8` Archaeological Reconnaissance Survey wwaweoagy n page 7 of 7 References Anon. 1795 Plan of the Town of Salem, Massachusetts. On file, Massachusetts State Archives, Boston,MA. Beers, D. G., and Company 1872 Map of the City of Salem, Mass. In Atlas of Essex County, Massachusetts. D. G. Beers & Co., Philadelphia,PA. Massachusetts Historical Commission (MHC) 1985 Town Reconnaissance Survey Report: Salem. Massachusetts Historical Commission, Boston, MA. McIntyre,Henry 1851 Map of the City of Salem, Mass. Henry McIntyre Publisher, Philadelphia, PA. Perley, Sidney 1924 The History of Salem, Massachusetts, Volume I, 1626-1637. Sidney Perley, Salem, MA 1926 The History of Salem, Massachusetts, Volume II, 1638-1670. Sidney Perley, Salem, MA Salem Planning Department 1990 MHCArea Form A—Castle Hill, Salem, Massachusetts. On file,Massachusetts Historical Commission, Boston, MA. Saunders, Jonathan P. 1832 Map of Salem, Massachusetts. On file, Massachusetts State Archives, Boston, MA. United States Department of Agriculture-Natural Resources Conservation Service (USDA-NRCS) 2016 Web Soil Survey, Salem, Essex County, Massachusetts. Electronic document, http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx, accessed March 31, 2016. Woodard and Curran 2007 Phase I Report for the South River Drainage Project, Salem, Massachusetts. Prepared for the City of Salem,MA. Imp.1 J,4 ` r u • !• �'� jigs r' "�" �` • 1 1 r The. Commonwealth of.Massachusetts ,E January 12,2016 William Francis Galvin, Secretary of the Commonwealth-, Doug Kelleher,Principal Massachusetts Historical, Commission Epsilon Associates Inc. 3 Clock Tower Place, Suite 250 Maynard,MA 01754-0700 RE: Essex County Jail Keeper's House,Old Jail and Barn,48-50 Saint Peter's Street,Salem,MA Preservation Restriction Review(M.G.L.Ch.184,ss 31-33) Dear Doug: Thank you for submitting the construction plans describing the proposed new residential building on the grounds of the Essex County Jail Keeper's House,Old Jail and Barn,more commonly referred to as the Salem Jail Complex. The Salem Jail Complex is listed on the National Register of Historic Places.The Massachusetts Historical Commission holds an active preservation restriction on the entire Salem Jail Complex including the Jail Keeper's House,Old Jail and the adjacent bam as the result of grant funding previously awarded. MHC staff has reviewed the submitted construction plans for the proposed new thirteen unit residential building prepared by LABhaus and dated February 6,2013. It is understood that the plans were previously submitted as part of a 2013 amendment to the National Park Service and MHC completed rehabilitation project for state and federal historic tax credits. The completed project was originally certified in September 2010. The plans call for a four story residential unit to be located south and parallel with the Salem Jail forming one side of a three-sided courtyard along with the Jail and the Jail Keeper's House. The new 13 unit residential unit is proposed to be clad with fiber cement lap siding(with an eight inch reveal),textured concrete masonry units to simulate both the color and texture of the granite blocks on the historic jail building(with an eight by sixteen inch module),painted metal and fiber cement board paneling,aluminum windows and doors,and a recycled rubber shake roof. The overall height of the . roof ridge will be 45 ft.4 1/4 inches in comparison with the 45 ft.6 inch roof ridge height of the jail building. After review of the submitted project information,the MHC is agreeable to the scope of the anticipated project as it has been presented conditional on the following: MHC staff will be provided with material specifications for the proposed concrete block material for color and texture(as compared to the existing granite blocks on the Salem Jail)for review and approval. MHC staff will be provided with an on-site mock-up of the selected concrete block for color and texture(as compared to the existing granite blocks on the Salem Jail)for review and approval. These comments are provided to assist in compliance with M.G.L.Chapter 184,ss 31-33 and the terms of the prese tion restriction agreement. If you should have any questions,please contact me at this office. Sincer ly, Paul Holtz Historical Archite Co-Director Grants Division Massachusetts Historical Commission xc: Salem Historical Commission Historic Salem,Inc. 220 Morrissey Boulevard, Boston, Massachusetts 02125 (617) 7.27-8470 • Fax: (617) 727-5128 www.sec.state.ma.us/mhc The Commonwealth of Massachusetts January 26,2016 William Francis Galvin, Secretary of the Commonwealth Massachusetts Historical Commission Phillip Johns Peabody Essex Museum 161 Essex Street Salem,MA 01970 RE: Peabody Essex Museum Expansion, 161 Essex Street, Salem,MA;MHC#RC.53559 Dear Mr. Johns: The Massachusetts Historical Commission (MHC) is in receipt of additional information you submitted for the project referenced above, received at this office on December 23, 2015 and January 21, 2016. The staff of the MHC have reviewed the information submitted and have the following comments. The proposed project consists of the expansion of the Peabody Essex Museum, located at 161 Essex Street in Salem. The project includes the restoration of the western exterior facade of East hrdia Marine Hall; the demolition of the Loring Building, the Boiler Plant, the rear additions of 173 and 179 Essex Street,and the one-story west addition of the East India Marine Hall; and construction of a new addition. The information provided indicates that the project will be using ftmding from the Massachusetts Development Finance Authority(MDFA). Review of the MHC's Inventory of Historic and Archaeological Assets of the Commonwealth indicates that East India Marine Hall(SAL.2473) is listed in the State and National Registers of Historic Places and is a National Historic Landmark. The properties at 173 Essex Street (SAL.2475) and 179 Essex Street (SAL.2476) are also listed in the State and National Registers of Historic Places as contributing properties in the Downtown Salem Historic District(SALHP). The MHC has been in contact with the staff of the Salem Historical Commission and understands that they have concerns about the proposed new doors of the East India Marine Hall and the infill of the eastern fagade windows of 173 Essex Street. The MHC is also in receipt of comments from Historic Salem, Inc., dated December 28, 2015, and understands that they have concerns about the demolition of the Loring Building, and the treatment of the west fagade of the East India Marine Hall and the facade pf the new construction. After review of the information submitted, the MHC has determined that the work as proposed will have an "adverse effect"(950 CMR 71.05(a)) on the East India Marine Hall and the Downtown Salem Historic District through the destruction of all or part of a State Register-listed property. The MHC hereby initiates the MHC's consultation process pursuant to 950 CMR 71.07(3). In-,order to resolve this adverse effect, the MHC recommends that a Memorandum of Agreement (MOA) be developed, including the following: 1) The project proponent continue to consult with the Salem Historical Commission and Historic Salem, hie. as the project develops. 1 220 Morrissey Boulevard, Boston, Massachusetts 02125 (617) 727-8470 • Fax: (617) 727-5128 www.sec.state.ma.us/mhc 2) Photo documentation of the west addition of the East India Marine Hall,the Loring Building, and the Boiler Plant, and the rear additions of 173 and 179 Essex be submitted to the Salem Historical Commission and/or Historic Salem,Inc. 3) Public interpretation of the history west addition of East India Marine Hall and the surrounding structures to be demolished be included. The MHC requests the comments of the Salem Historical Commission and Historic Salem, Inc. regarding mitigation measures that should be included in the MOA. These comments are offered to assist in compliance with M.G.L. Chapter 9, sections 26-27C, (950 CMR 71.00): Please do not hesitate to contact Linda Santoro of my staff if you have any questions. Sincerely, Brona Simon State Historic Preservation Officer Executive Director Massachusetts Historical Commission xc: Salem Historical Commission Historic Salem, Inc. Steve Chilton,MDFA 0 Vg Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 January 22, 2016 Ms. Sarah LeVaun Graulty Architectural Historian EBI Consulting 2 1 B Street Burlington, MA 01803 RE: Invitation to Comment Salem—39 Norman Street/MA3157 39 Norman Street, Salem, Essex County,MA EBI Project#6115005649 Dear Ms. Graulty: The Salem Historical Commission (Commission)appreciates the opportunity to comment on the proposed telecommunications facility installation at 39 Norman Street for AT&T. According to the Form B—Building form (SAL.1138)completed for this building,which provides the address as 1 Holyoke Square, the proposed antenna will be placed on the Modernistic three-story rear addition of the Holyoke Mutual Fire Insurance Company Building, which was constructed in 1936. It is not known when the addition was constructed. In accordance with the Section 106 permitting process,the Commission has reviewed the submitted drawings and project information to determine whether the proposed project will have an adverse effect on the surrounding historic properties. Since the proposed new antenna will be installed within the existing stealth wall, which will shield it from view, the Commission finds no adverse effect on historic resources. I Respectfully submitted, SALEM STORICAL COMMISSION Jessica Herbert, Chair Stree ^ EBI Consulting Burlington, MAO 1803 21 B1803 IJV Tel: (781) 273-2500 A environmental I engineering I due diligence www.ebiconsulting.com December 17, 2015 � IV Salem Historical Commission c/o Ms.Jane A. Guy, Assistant Community Development Director F� 23 2p15 Salem City Hall �S— One Salem Green DEPT. Salem, MA 01970 DI PtV. COMMUpNr DE Subject: Invitation to Comment Salem - 39 Norman Street/ MA3157 39 Norman Street, Salem, Essex County, MA EBI Project#61 15005649 Dear Ms. Guy: Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc., on behalf of AT&T Mobility, LLC, provides this notice of proposed modifications to an existing telecommunications facility at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached project plans for complete details regarding the project. - Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local zoning process. We are only seeking comments related to the proposed project's potential effect to historic properties. Please submit your comments regarding the proposed projects potential effects on historic properties to my attention c/o EBI Consulting, 21 B Street, Burlington, MA 01803 or contact me via telephone at the number listed below. Please reference the EBI project number. I would appreciate your comments as soon as possible within the next 30 days. Please do not hesitate to contact me if you have any questions or concerns about the proposed project. Respectfully Submitted, Ms. Sarah LeVaun Graulty Architectural Historian Ph: 207-210-253S Fax: 781-425-5 178 Attachments - Drawings and Maps ENVIROBUSINESS, INC.LOCATIONS ATLANTA,GA BALTIMORE, MD BURLINGTON, MA CHICAGO,IL CRANSTON,RI DALLAS,TX I DENVER, CO 1 EXETER, NH 1 HOUSTON, TX I LOS ANGELES,CA I NEW YORK, NY PHOENIX,AZ I PORTLAND,OR 1 SAN FRANCISCO,CA 1 SEATTLE,WA I YORK, PA EXlsnxc AnrzrvnA EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE NOT, PSE: SUPPORT PIPE AN NALrns FOa THE GPACIn qn auLrsls FOR THE CMAC.,OF $EGIDB pgY_ MppEL( svF IINP.NF51 SEGIDH Nqy[ ygpd( S2E�xcxES) OF rrvE E%ISnNG SFRVCiURES inE FXISrINC ANTENNA NDUNT i0 TO SUPPORT n1E PROPOSED SUPPORT TRE PROPOSED LHWING q➢w. NArrvRE1N 80010121 56.SXIDJ%0.9 AVHA MTHREEN 80010121 Sq,5X103X5.9 EQUIPMENT SHALL BE DE]ERMNED HAT BEEN COMPLETED BY DSO. PROPOSED UNISTRUT - - - PRIOR r0 CONS71FUJ N. DESIGN-GROUP l C. MATIRpN 80O10I6q JS2%11.8%6 IUMREIN BW10]fi0 55.2X11.8%6 .1.:OCT00.03,2015 PROPOSED RRH MOUNTED QSRRDN 60010121 30$%10.3%5.9 CCI OPY65R-LCUU-X4 BA14 X%]J ED 1RV15 VNISSul KATHREIN BMlD121 56.5%10.3X5.9 BEIM: OGHREIN 00010121 565XIOJX5.9 " OF I PER SECTOR. TOTAL OF 3) NATARp. 8W1p760 55.2Xt 1.8%6 RAMREIN .1.7 q 55.2%11.8X6 NOLF. IU.rHREIN BC010121 5a,5X10 3%5.9 CCI �A-65R-ILUU-H1 MX11.1X].] REFER TO THE FULL RE DATA GAMMA NAMREN 0c010121 54SXIOJX5.9 SAM. NATXRSIIN SMID121 54ZX10.3X5.9 SLEET FOR FIWLL ANTENNA S STRINGS PROPOSED VITHREIN ODOID]6i 5 Sxl1.BXfi XArNREIN 80010160 553%11.8X6 ANTENNA -I;-1 IUIHREIN BW10121 56.5%10.]X5.9 ttl OPn-NR-LCUU-HA y%tAAX]J PROPORED RRH MOUNTED TO IXISINS MTENTU MOUNTING PIPE EXISTING B' rvlCn (TP,OF 1 PER SECTOR) ST"LT11 x'gLL E%SrIN'AlIL ABO`/E PENTHOUSE EQUIPMENT SHRTER PROPOSED LTE ANTENNA MOUNTING DETAIL �1 MOUNTED (J)ANTENNAS Los NE oE`wasE !-E s` c s N En 1.1 SCNf'. rvr.5 A-$ MOUNTED rO IXOPOR)STN. - / 1 I V C.:I 1ER / {'ELL V ,Ci EF(GE) MOUNTING PIPE R REPLACE PER SECTOR) TO '; CEHTEA OF PROPoSFD REPIACE IXSTINC PROPOSED$URGE MRESTpR XB-48-60-18-1F ATkT ANTEN'Yl5 fAI FPC I -�i— BEHIND SIFAL WALL ) __/�—El EV fiB O S (ACL) ( OUM PER 'FACTUREA'S LL REOOMMFNpAr10N5 OJ PMc` l I rPENTHOUSE I� 1!ELE 9 J (61 IL F -E \ � I � A-0 TOF 5 9 I SEE RFps FOR RR" 6 �• c,Ev_ s 0 i tr6,L, FREOVENCT AND PROPOSED(1)FIBER OO U NV BEP /Ily TIL h(2)DC GdLEO AN N FOLLOW IX6TN. PROPOSED TO REN� � R D S i0 THE RQ RIDS 0 CHART FOR OWNS - NOpEL.WD DIMENSIONS REPORT H RI ERN TO THE L R14LL RFOS AND RRUS- I1 19.T 1].0' ].Y 0 AYfltt. MODEL RRUS- I$ 20.0' ],5' µ0 DINEN0.OH0 RRUS-32 26.7' 12.1' B.]" FAVS-E2 20" 206' 9.5' NOTE: LiE-A2 16.6' 153' 3.6' 1 GROUND I.IEL MOUNT PER MANUFACTURER'S ELEV.0'-0-3 (AL) SEDLIFI..PS. WEST ELEVATION PROPOSED RRH DETAIL SCALE. 1/I6'=T—p' 0. SCALE n.T.s SITE NUMBER:MA3157 / -�I AT&T HUCJSOflOAj SITE NAME:SALEM.39 NORMAN ST at&t I'', Crvpn uaupu, �./ o/oa a / DETAILS ANO ELEVATION 27 NORTHNESTERN OR.' 39 NORMAN STREET SALEM. 030]9 54£M, Mq p19]O 550 CVCHRIMTE RW0 ��..N.., "El gw�ew euw m ESSIX COUNT! FR4nINGrvgM,NA Ot]Ot �1 315]01 q-2� 1 Awun¢FDR ME cAPMrm Ary mursls foa iXE wulm Gf OF THE EXISTING$rftVCNPES rXE ExISiING AMI'HNNn tl011Ni i0 rRVE i0$VPPORi THE PRGPOSEO SVPPORi THE PROPOSED LO^DING rvORM EQUIPMENT SXXL BE DETERMINED IVS BEEN COUPtEIEO of XVOSOry in�tyy� pg10R i0 CONSERVCiION. DESIGN CROUP. LLC. G�S OPiEa:OCTOBER Ox, $015 115x15SECTOR PLPXA NORiM SII - P%b"IING LFu F1 I p IIND DOOR RFFEP i0 THE FlNAL RE OATP- filAlA FOOL BEI,OVI � SHEET TOR HNY AMIENNP IN1 p SERINGS. r —PROPOSED MOUN EXISTING VERTICA. M IXP ARMEN. -ABLE TRAY (ttPWTING PIPE EpSfIN6 P.OF 1 PER SECTOR) ELECIWGL PArvR E%ISTNC 8 HIGH L ^G ETH WALL BOVE PEIVMOUSE IXISIING TEL'O pv� EACKBWaD —MxT TE AO TRADE MOT TED TO�RFM[ EXISTING E115TI.VG EXISTING (,PR RACK EOUIpMENT 11UTH0u5C U PROPOSED flflH MOUNTED Ex5TNG RBS 3601 IC w �, T IXISIING PER SEIR �—I ��t5"EPUIPMENi RICAN SECTOR GNnMA (IYP.Of 1 PER SECTOR) lux x]5' �RRCPCSED(3)ARMOR. MOUMEO i0 IXISTNG MOVMING PIPE E RFXISII11 j P. 1 PER SECTOR) -N EMI f.(6lnC PUCE IXISTNG VMIS C4tI,V Ei IINL' PROPOSED POWER P.TTIJ3M� J/ PErvin:l'it NET N FEP{ACE IXIRNG / EF%IF- im'G / PROPOSED(Q F.. //-Z.. BATio6'Y III — k(1)DC G8L£5 I l �/ � N FOLLOW IXISiINC / ,TING NI _/� EGUIP'M, \ ISiINC CA]IE I�f� Ay(ttP-) � iPEfLSiING RLS Ce BINLTS (ttPj Ex6RrvG CPS �IX6RUG AANTENNAMOUNTED ENfrvliuSE TO EXISTING SHELTER LTE GPSAMENNA \ RECTOR SETA EQUIPMENT PLAN 15P SCAL£'. '/r, 6'-0- ROOF PLAN scut: /az-_r-D- o s'-C W EE xi-r 5x'-6- _, SITE NUMBER:MA3157 i� r AT&T Hudson SITE NAME:SALEM-39 NORMAN ST taut \ 'J) ©O +o/oy RNRUM mR MMOR x �1 / ROOF @ EQUIPMENT PIAN .NeRuaP+- avia=n:aim m.urvL. \ Z] rvofRXwE52RN oft. 39 NORMAN STRF£T O $ESSE 1A4 OND), 550 COCXR,OA ROM ! rcwRc yLLEm.NX OSOi9 ESSEX COUNM1 fPNnINGIVw,MA OPDt / �..��%`D15].01 A-w• 1 r ww s , p VAAp m �k ©p ppp� f ` ^ 4 PROJECT INFORMATION y1� /� (&� SCOPE OF WORK UNMANNED TELECOMMUNICATIONS 'Al3i MODIFlATION5 at 1�- SITE ADDRESS'. 39 X.R.STREET 5AUSIM MA M 01970 LATITUDE: 42.51974F N 4231' 1 JONGITUBE: -70.597918 W -70 53'525NW CURIRENT US: NATIONAL SCATS O LCCK`GOES DR GRDIN4NLE5 SITE NUMBER: MA31 57 CURRENT VSE: TE-ECOMMUNICATIONS FACILITY PROMISED VSE' iEL£COmmUNICAT10N5 FACILITY NOG" BDD_G3B-2822 - SITE NAME: SALEM - 39 NORMAN STREET DRAWING INDEX REV VICINITY MAP GENERAL NOTES DIRECTIONS TO SITE T-t TITLE SHEET 1 START OUT GOING SOUTHWEST ON CGCHITUATE RD/ MA-30 W TOWARD WHITHER ST. 0.2 MI. MME A U-TURN ONTO COCHITUATE RD/ MA-3D E 0.3 MIMERCE ONTO -90 E/MSS 1 THIS DOCUMENT IS THE CREATION. DESIGN,PROPERTY AND COPYRIGHTED WORK OF XII GN-1 GENERAL NOTES 1 PIKE/ MSSACHUSETI$TURNPIKE TOWARD JCT -95/BOSTON(PORTIONS TOLL). 6M 7 ML ASUPOCANON OR USE WITHOUT EXPRESS RIITEN CONSENT 15 STRICRY PROHIBITED. TH TAKE THE 1-95 N/RT-1213 N/RT-30 EAFF EXIT t4,TOWARD N.X.-MNNE/FXIMS NORSH. ODUPBCl Flil AND DLLY AUSE BY EO RENMENT AGENCIES R THE PURPOSES OF CONDUCTING 1 R MI. MERGE ONTO IM-120 N VW THE EAST ON TIE LEFT TOWARD WALi1NM/GLOUCESTER. PUMPEDLA A-1 ROOF &EQUIPMENT PLAN 1 27.2 M MERGE ONTO ANDOVER ST/ MA-114 E VA EXIT 25A TOWARD SALEM/MARBLEHEAD a MI. TURN LEFT ONTO PULASKI ST/OX-114. O.1 MI. TURN RIGHT ONTO DRONER ST/ W-114. 0.5 MI. TURN RICHT ONTO MARGIN BY/MA-114.CONTINUE TO FOLLOW MI 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT 15 ONLY A-2 DETAILS AND ELEVATION 1 1.0 MI. TURN LEFT ONTO NOR.SI/IM-114. 00 MI. 39 NORMAN AT IS ON THE RIGHT. ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MNMENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SWHARY SEWER STOPSE. THE FACILITY Is NOT GWERNED BY REGUTATIONS REQUIRING PUBLIC ACCESS PER AW REOUIREMENR. G-1 PLUMBING DIAGRAM&DETAILS 1 1 I^ 3. JOB STE AN STALL IMMEDIATELY Al.- NOT AAD E ATWT DIMENSIONS AHD cWRON Ns GN TIE ESSEx ST CSSEX 51 JOB SITE AND SMALL EPRCEDI NOWIFY THE WOR REPRESE RESPONSES IN WRONG OF BISCRFPPNCIE$BEFORE PROCEEDING WITH THE WORK OR RE RESPONSIBLE FOR SAME. N s1 I = tSsf* ASTON 5 j gj"ST 112 - - jj NOFMAN l:'c`11 PTR T SITE Ox ET 72 HOURS BEFORE YOU DIG _ II CALL TOLL FREE 888-DIG-SAFE >\ UND�&{GROU=-ND.SERVICE ALERT SITE NUMBER:MA3157 I -I C 7 AT&T �J Hudson SITE SITE NAME:SALEM-39 NORMAN ST at$Lt s slmlmw�mrem lcn wsy.craw+ - ~�' +I.AX.UA PIx) I K i. ! TIrtE sHEEr 39 NORMAN STREET 27 NORTHWESTERN OR. CQCHTUATE RWD \1 F\/Ni T l O SALEM. NX 03W9 SALEM, MA 01970 550 ESSEX COVCOUNTYFRaMINGHCM. M4 OI>Ot T�=� W� �•-W �3t 9.01 - + GROUNDING NOTES GENERAL NOTES 1.ME SUBCONTRACTOR SHALL REVIEW AND INSPECT ME I. FOR ME PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING 15,ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED ANp EXISTING FACILItt GROUNDING SYSTEM NCO LIGHTNING GOINR10N5 SHALL APPLY: ERECTED IN ACCORDANCE WITH ACID SPECIFICATIONS,ALL STRUCTURAL CONTRACTOR—SOI STEEL SHALL BE ASTM ASS HY,- 36 ksi)UNLESS OTHERWISE NOTED. PROTECTION SYSTEM (AS DESIGNER AND INSTALLED)FOR SUBCONTRACTOR—GENERAL CONTRACTOR(CONSTRUCTION) PIPES SRAll BE ASTM A53 PIPE E(1,-3fi MAG, ALL STEEL EXPOSED STRICT COMPLIANCE WRH THE NEC (AS ADOPTED BY THE OWNER —AUWT MOBIIJIT TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AHI),THE SITE—SPECIFIC(UL.M.OR NFM)LTGHBNG AND$. PRIOR TO ME SUBMISSION OF BIDS,ME BIDDING SUBCONTRACTOR SHALL COMPATIBLE OMER MARKS RIM THE FIELD AFTER STEEL IS ERECTED USING A PROTECTION CORE,AND GENERAL COMPLWJCE WITH T. V51i THE CELL SIZE i0 FAREARIZE W H THE EXISTING CONDITIONS FWD TO TELCORDA AND M CROUNORG STANDARDS,THE COMAEM THAT THE WORK f:�BE ACCOMPLISHED AS SHOWN ON THE 6,CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS MIT"GENERAL SVBCOMRALMR SHALL REPORT ANY A01OVE1ON5 OR CONSTRUCTION OMWINGS. DISCREPANCY FOUND SHALL BE BROUGHT TO CONSTRUCTION SER+TCES FOR CONSTRUCTION OF pilo MOBILITY SRES.' ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION, THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT 1]_SUBCONTRACTOR SHALL VERIM1 ALL ESCREG DIMENSIONS ABC 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING AICCOROM'CE WEN ALL APPLICABLE CODES, REGUUTIGNS,AND ORDINANCES. CONVINCED PRIOR i0 COMMENCING ANY WORK.ALL UNFURLED OF TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION.AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICED AND COMPLY WITH EXISTING CONSTRUCTION SHOWN ON THE MRSINGS MUST BE VERIFIED. SUBCONTRACTOR SHAH GMEY THE CONTRACTOR OF ANY DISCREPANCIES NO POWER CESS)SMILEBETOGETHER,AT OR PUBLIC ALL TAWS S ORDINANCES. REGARDING ME PERFORMANCE OF TALE WORK,ALL WORKNPNCES,PULES.REGULATIONS,AND UWFVL ORDERS OF ANYPRIOR 70 ORDERING IMTERWL OR PROCEEDING WITH CONSTRUCTION. BELOW CFPDE BY TWO OR ^ORE COPPER BONGING CARRIED OUT RMB. COMPLY WIFE AEG APPLICABLE MUNICIPAL ANO UNKRY IB.ME EXISTING CELL SITE 15 IN FULL COMMERCIAL OPERATION. MY NN0IC CONDUCTORS ACCORDANCE EM THE NEC. COMPANY SPECURABONS MY LOCAL JUR15TONAL CODES,ORDINANCES AND CO NSIRVCTON WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING APPLICABLE REGULATIONS, NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE J. THE SUBCONTRACTOR SMALL PERFORM IEEE DRAWINGS PROVIDED HERE APE XOi 1p BE SCALER PND PRE INTENDED LGO ROINA7U WITH CONTRACTOR. AMO,WORK SHOULD BE SCHEDULED FOR FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING(PER IEEE TO SHOW OUTLINE ONEY. AN APPROPRATE MAINTENANCE WINDOW USUALLY IN LO'N TRAFFIC PERIODS 1100 ANE 81) FOR NEW GROUND ELECTRODE SYSTEMS.THE AFTER MIDNIGHT, SUSCOMRACTOR SHALL FURNISH ME INSTALL 5, UNL65 NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING 18,SINCE THE CELL SITE IS ACTIVE,ALL SOFFIT PRECAUTIONS MUST BE SUPPLEMENTAL GROUND ELECTRODES IS NEEDED i0 MATERIALS EOUIPMEM,APPURTENANCES.ANO LABOR NECESSARY TO COMPLETE TAKEN WHEN WORKING AROUND RICH LEVELS OF ELECTRO MACK DTIC ACHIEVE a TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS A5 INDICATED ON ME OMWINGS. WATCH. EDVIPMEM SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY W, 'BITTING UST-SUPPLIED WITH ME BIO PACKAGE CENTERS ITEMS TRAT WORK TINT MUM EXPOSE TIE WORKERS TO DANGER, PERSONAL RF 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC ILL BE SUPPLIED BY CONTRACTOR ITEMS NOT INCLUDED IN ME BILL OF EXPOSURE MONITORS ARE ADVISED i0 BE WORN TO ALERT OF ANY REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MTERMCS ANO KITTING UST SHALL BE SUPPLIED BY ME SUBCONTRACTOR DANGEROUS EXPOSURE LEVELS. COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN 20.APPLICABLE BUILDING CODES: ACCORDANCE WITH THE NEC.SHALL BE FURNISHED AND A THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AN S SPECIFICALLY IN SUBCONRGCIOR'S WORK SHALL COMPLY WRH ALL APPLICABLE NATIONAL, INSTALLED WITH THE POWER CIRCUITS TO Bis SERPENT, TATER THE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATE.AND LOCAL CODES AS ADOPTED BY ME LOCAL AUTHORITY HAVING STATED OTHERWISE. JURISDICTION(AHI)FOR THE LOCATION, THE ROTOR OF ME MF ADOPTED 8 IF ME SPECIFIED EOURMENT CANNOT BE INSTALLED IS SHOWN ON MESE CODES AND STANDARDS IN EFFECT ON ME DATE OF CONTRACT AWARD 5. EACH Bis CABINET fPAME SHALL BE DIRECTLY SHALL GOVERN ME DESIGN, TO THE MERELY GROUND PAR WITH GREEN LRAWINGS,ME SUBCONTRACTOR SHALL ROPOSE AN ALTERNATIVE INSTALUTON BUILDING CODE: MA STATE BUILDING CODE]8O CMR 81H EDITION SPACE FOR aPPROVPI BY THE CONTRACTOR ELECTRICAL CODE:REFER TO ELECTRICAL DRAWINGS INSULATED SUPPLEMENTAL EQUIPMENT FOR WIRES 6 LIGHTENING CODE:REFER TO ELECTRICAL DRAWINGS AWG STRANDED COPPER OR LARGER FOR IN DOOfl BI$$AWL B SUBCONTRACTOR LES, GR $HALL DETERMINE RETREAT SHOW ROUTING OF CONDUIT, CODING STRANDED COPPER FOO GUMOOR SEP PRD TE CABLES.GROUNDING CABLES AS SHOWN ON UT POWER,GROUNDING SUBCONTRACTOR'S WORK SHALL COMPLY WITH ME LATEST MELON OF THE 0 TELCO PLAN DRAWING, SUBCONTRACTOR SHALL O LIRE EXISTING TRAYS FOLLOWING STANDARDS: AON/OM SHE TU NEW TRAY$IS NECESSARY.CONTRACTOR SUBCONTRACTOR SHALL fi. EXOTHERMIC WEIRS SHALL BE USED FOR ALL GROUNDING CONFIRM ME ACTUAL ROUTING WITH THE CONIPACTOR. AMERICAN CONCRETE INSTiITE(ACI)318: BUILOINC CODE 10.ME SVBCONTMUOR SHALL PROTECT EXISTING IMPROVEMEN6, REQUIREMENTS FOR STRUCTURAL CONCRETE: PAVEMENTS.CURBS, NDS INC ME STRUCTURES,ANY DAMAGED PART ].MPROVOF PNTIO%IDPNi COARSER(L E.CONDUCTIVE CEL SHALL BE REPAIRED AT SUBCOMRAINSTITUTES EXPENSE TO ME SATISFACTION OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION EASC) OR PASTE)SHALL BE USED ON ALL COMPRESSION AND OWNER. BOLTED LRJVn'D CONNECTIONS. MANUAL OF STEEL CONSTRUCTION.ASD,FOURTEENTH EDITION: 11.SUBCONTRACTORAS SMI.COAXIAL LEGALLY AND PROPERLY DISPOSE E PLL SCRAP TELECOMMUNICATIONS INDUSTRY ASSOCIATION B. ICE EBRIDGEXOTHERMICALLY BONDING BO DEDCONDUCTORSBOL SHALL THE MATEENSTU ALS SUCH AS COAXAL CABLES D S OTHER ITEMS REMOVED FROM NE STRUCTURAL STANDARDS FOR STEEL (M)222 G E%OiTOWE G GROUND BONDED OR BOLTED i0 ME BRIDGE ADD DESIGNATED FAC ILRY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S THE TOWER GROV NO BOR. OESIGNB O R CTORn. ANTENNA ROWER ANO ANTENNA SUPPORTING STRUCTURES;CAREFER I2. SUBCONTRACTOR$INCL LEAVE PREMISES IN CLEAN CONDITION. i0 ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. 9.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL 13,ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS CONDUCTOR SHALL HOT BE USED FOR GROUNDING AMERICAN CONCRETE INSMETE(ACI)301. REGARDING MATERIAL,METHODS OF CONSTRUCTION, OR OMER CONNECTIONS. REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. la ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE WHERE MERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A 10. MISCELLANEOUS ELECTRICAL ADD NON—ELECTRICAL AIR—ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS, ALL SPECIFIC REOUWEMEM,THE SPECIFIC REQUIREMENT SHALL GOVERN. METAL BO%ES,FFM1E5 AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE TO ME GERUND RING,IN ACCORDANCE WITH THE NECREQUIREMENTS.. 11 METAL CONDUIT SHALL BE MADE ELECTRICALLY ABBREVIATIONS CONTINUOUS WITH LISTED BONDING FITTINGS OR BY aGL AB WE GRACE LEVEL Gt, GENERAL CONTRACTOR BE PATIO FREQUENCY WIRE UL ACROSS ME DISCOGROUNDING WITH fi AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CUMPS. AWG AMERICAN WIRE GAUGE MCB MASTER GROUND BUS BCW BARE COPPER WIRE MIN NIMUM TBD TO BE DETERMINED 12.ALL NEW STRUCTURES WITH A FOUNDRY ON ANp/OR FOOTING HAVING Bis fi0.SE TRANSCEIVER STATION yQflOPOS£0 MEW TBR TO BE REMOVED 20 R.OR MORE 1/2'OR GREATER ELECTR CALLY CON pVCTVE EXISTING EXISTING / i5 )`N00 SCALE iBRR i0 BE REMOVE REINFORCING STEEL MUST HAVE 1 BONDED i0 THE GROUND RING —� \ AND REPLACED uS SING M'EXOTHERMIC WELD CONNECTION US rvG d2 AwG SOLID EG Ep uIP NG CARO LINO , REF AEFEVkCE UNNED COPPER GROUND WIRE. PER NEC 25050 ECP EO VIPMEM GROUND fl C`/RET)_—_IT['RDOG TYP ttPIGL SITE NUMBER:MA315T Hud5011OOj SITE NAME:SALEM.39 NORMAN ST at&t \ I I II AT&T ona P 39 nORMM' STREET �o/oA/uW75 , /2GErvERAL NOTES 2] NORTHWESTERN pR, �/3]/5 P" r SALEM. NH p3O19 SALEM. MA 019]0 550 CCHALN. A ROAD xrurte wnvo wu 65IX COUNTY FFAMINGHAM. MA 01]Dt 1 /^ \� Al t 315]01 GN-1 0 r �e a s a�o�� d4 + 1 °4 St rn y bb St F°�� o S h Sta�Sf df Sf}rS S z- j a P t ° Ay fP T rna N 'Pte eckt co gym` 8nslish Q .N% 4 ♦ Sf � � 4 0 7 °� oto 7 •o sr a^ °0�5� @ � �� y ��s`� c 9fo'4 r4sf.. o 4,. O8 P•^ S drStO @4 f °' cry�6 . Assay P-a sf q/,Pd4� 044/ wS f S7 6� N��'St°' . � � 9W� 0d f. Sf S`f P +dA d r Cc ♦. N ..^" N S Ni O Sht� O 4, of y / e g♦„ df 4zn6� N c�4� o > tynde5l c S♦ g♦ m \ o .t�- �e rosse t♦� o. fC' 03 V 0�5� CP4Nf 2 Wha�� ti 9 �N� P `' � ' �or•♦S4 �t ��sf bd�♦,� �J o ♦ �o F 7 t 4P l pd�6` to 1 S,b �tf S4 iD N 1p Tfy -/ t 0" I %\r�% oN O'eller7'lNat Sl "oNN0 / 3 m Hatb. m eav .J7lt 4 0. m 114 PT- s . M o 3t � Nf t♦ C°fP^ �,,- ^3 °�iN��- Mlill' � ` Sl,o t �� a°/t YA. ♦�� ?y, ov 3e^ ' / Sri daho S� N i� Sf 9fo d0 A '47 t Sf yc o� .,. ' l 4 Ot4a�s \BOS ton St SAr4P c♦ PN �esc°��, p1 tSr ,. ��t5t t ♦` ®a st �� °4ya °1 401f °AP 2r° Grao ♦ Q�y P� ,ofe °n4@6df Ge a ase St bon o o z sN Nfsr N�1' S v ♦ ♦o t t N ♦ a` o ay f 1'` res eS a ♦ ` m �,�a Q` a �yM iy N Q� t -o ♦ e oSt w oe ♦ ` nal o - 3. o � Q \.aSaye G o r T abr °fS v " Na^cocUr K N 5 rGdep a m d R°syr St SeNy Herit � a o\Ct Mas St e dAt a -G\e� gl tf E�GIS, Source:U.S.Census Bi0u �! L@g@Il Source:Selected data from ESRI,E618 USGS N " * Project Site _ Site Radius at 250', 500', 1000' and t/2 mile Dale:10/8/2015 Figure 1: Site Location Map 0 500 1,000 2,000 .3,000 Feet MA3157 SALEM - 39 NORMAN STREET 39 NORMAN STREET SALEM, MA 01970 e 8150asaag EBI Consulting environmental I engineering I due diligence Mal ►r- � ; -.,�► ,�. • , t j'��I it` � ,,� .,}fir► Ist FOR °o. ;� 'moi ��` �.•« � t � . t� � !. 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SNE IOCRE55: 39 NNpNI�OSTR0 A UTIIWE ..519]x6 N IW 31' 11.1-n LONGINCE: -]0.9]914 W -M 53'52.V W JURVOIRCIWW: MT ONOL STATE @ LOUL 0006 qt OFipNNIC6 V ' MMM"�TONSFAD " SITE NUMBER: MA3157 PRCPWEO m TEIECOMMMNUn0NS FADIJTT NOC1 800-BSB-281'1 SITE NAME: SALEM - 39 NORMAN STREET DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 1 O CTONS TO SITE: STZOW WING SWTIMFST ON CCCHTRJ T RD/w-30 w TGWIAD..SF. 0.1.1. Nx A U-IURN ONTO COCHIIWlE RD/MA-30 E. 0.3 YI. YERGE ON10 1-90 E/YASS I. MIS WCUYEM 6 ME CRMTON.DESIGN.Px0PER1Y AND CLWMGMEp MORN 7 AT&T. GN-1 GENERAL NOTES 1 PME/urssAulDssTrs MI8IAKE TONKA xT 1-95/eosox(PORTIONS rar_). a.]u1. Arm WR1GTwx OR uSE MMGur MRNDSS MART"M cgSENT 5 rn.cRv PRg11BITED. rAKE ME 1-95 x/Rr-1ze n/RT-30 E1TT,EKrt 14,TowMo x.x.uuxE/PpNls N]Rm. DUPUCAXION AND VSE 9Y C!J/EMJYFM JGwCIES FOR ME PURP056 OF CONOOCIINc 1.1 MI. MERGE ONTO MA-115 N NA THE EXT M ME IFFT MOUND WKTWM/GLOUCFSEO. MOR WKNLLY KMOR1zE0 REGUUTORY ASD AU0x5MATW FVNCIWxS 1S SPECH1 Y A-1 ROOF 8 EQUIPMENT PLAN 1 n.1 u1. uwGE ONTO ANOO i ST/MA-114 E MA EXT 15A TGweRD v /MARO L MD. K ONED. 0.8 w1. WIM OF ONTO PUVSKI 7/W-114. 0.1 Mi. TURN Po ONTO GARDNM ST/ A4 DETAILS AND ELEVATION 1 1N-114. Q5 M1. WRN MONT ONTO MARGIN 7/W-114.CONTINUE TO F W MA-11x. 1. ME FACST 1S NI UNMANNED PRNATE AND SECURED MIPMM MST. MON. T I OxLY 1.8 W. NRN LEFT CMO NORMAN ST/MA-1 IA 0.0 Mi. 39 NgiMW ST 5 ON ME RGM. AICETSD3 SI MMNED TECHNMMNS FOR PERIWIG ROXTME M UTIV ACE IND MEREFpTE pCES NDT REWOS K WATER OR S .SEWER SE M. ME FA I-W 5 NO PLUMBING DIAGRAM B DETAILS 1 Go+ M By REC.0IARCNS REWIRING PUBLIC ACCESS PER ADA REOUIRNI NTS. 1 EIR.�TO 3IDRGG SESSEx SrMIffggATELY NOTIFY ME AT@T"O"7TOATYE IN WRING CF PRJCEFDING MM TQ WORK OR BE RSPW491E FOR YLE. RT.. 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RLTgI 9 -SURGE PRODVfFRS ]/B'NI-1/4'NF% Na f60 PAR= DN1 MlO. z RJIr 1 1 IAID-ofzD-Iz sm ON.BM(2O-NL-n/A-) 5 G1BIE ExTM PCRIS(MATCH MTES)(I2) NUT,ryp. Q m GENEIWOR ENO 9E AVMV )(/2) Q 2 '""YTO BMT. T M a-- UT' cwYEncvl Pawn NErUR NAR(f cRawD wxo(/z) GRW xD BYt OJ z P19lAllNS 0 1 •0 00 .24V PoWFA SU MY RETURN W(/z) GT2gINDIXG G&E FYPOSW MMHE COPPER TO BE l A 5 Tin-N.N.CS e p 0 0 N I A -ABV PGwI]i SUPPLY RETURN RW(/2) O /W 0OIIae EE"FER.6. NPT RI ABBOLUIE YINIYVY.ND T 0 2, �LTOH'A'-91py NL4JRRl5 Ft®L'e3 I0IIF651ox TEsuxr (n Pl u) A sA LamAVHER ®;:0::: NOTE 'DDUBUNG UP-ER'S WNG-OF C EG IS NOT PETWIRED. INTERIOR GROUND F NG(12) 2 OXOE INHIBITING C0.YFWND TO BE USED AT Al LO TOMS. E,OENMI EIRHN GROUND FEuO(WPoW ED GRNO RING)(/2) ].CIIYMRD OENw ADS EFOY UPPER ECB,TOWER ECB.AHD YOB. YEIU llC COLD WATER%PE(IF AVN LN E)(/2) d1IMNG STEEL OF A MUUI E)(I2) TYPICAL GROUND BAR X CONNECTION DETAIL OUND BAR-DETAIL qH ov AaS - K'TS SITE NUMBER:MA315T C'I\n n ATBT Hudson SITE NAME:SALEM-39 NORMAN ST atmev aW oOO ® �✓/ o /Ie ma ra memN+lw .'E 4 y Y&xG W,.AM k OETULS p 39 XORYAN STREET �(I[ \ 27 SV➢I.NH TOIX]OTB R S4I11. W 019]0 550 CCCXITMIE flOIDI!)NAL ESSIX COUNTY FRIJIIHCNW,YA OITDI W. ]157.01 G-lY� 1 EMsnnc AUTExXA EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE G SUPPORT RPE me OXd¢1 'W MIAL�fW TR CURES IN If1KY55 Fqt 112 WACIIT OF .SECTOR 1IREE Mau" OFF$5dt51 21=8 W6F'• 110DF11 OF ME OUSTING STRUCTURES CAP C ME WSIIXC Awtffi2U p=TO TO EQUIPMENT ME RE COTD SUPHAS SEE ME PROPOSED B L6CMC NPnk IGTWEIII 8901012/ N.S%IOSCi9 .VEIN CAMREIH SWI0131 MSYIO.StlA EOUIPYTO SIWL RE CETWIINED DE SEEN CCP.ULE. e!X1050% PRVOYp UMSTRUi _ Rdpt r0 CONSIMMIpH. 0.SCX GROUP.LLC. "THROW IN IO7a '5'3811-0%9 CAMREIN WOIU)N 533CII.kN CAIFp:CCIWFA 0;X115 I(/.MREW 89910/31 N.SYI93K5.9 CCI qw-69tyL11U-XI MC14ACr3 RM MOUNTED TO UNOF I P SETA "THRN =10131 NbC10.JC3.B BETA IGMREM X10131 SASI(IO.SNS.B TI, C!1 PER SECTOR. ro1K Of 3) "THROW SOD SIR Y2C11BY6 Cf01 =107"ATYRIO)M S "MRM 83CI19N8 ROPE' IG8002,21 59.51[103%!.9 CCI OPA<'xyLV9-1M MI14'4%I3 REFER TO ME FINAL IN,DATA GAI CAMRM =10131 54 S 103NS2 GMAW CAINR01 =10131 IPFMAO N5.9 SEETx�FINAL INTENIM PROPOSED IGMRM 9-WIo]89 55ZI C9 INTRUM =107" muliBC8 ANTEIORA RA11YifM 9Ww1z1 S9.SY10J%3.9 CP aM ,EMEOR. 91C19A%).3 PROPOSED RRN MOUNTED M E%611NP•.WI¢MA USTING 9 HIGH IAYINIPI9�E STEALTH WALL E%ISNXG AT&T ��) A80YE P..ED. EQUIPMENT SHELTER EM INC ANTENNAS E%ISPNG GPE PROPOSED LTE ANTENNA MOUNTING DETAIL PROrosm(TO AMERW NOVrvrED ro PEAP MTENNe MOUNTED rov or scREETRwAu MEMORIES TO EXRO NO r0 E%ISTNG SNEl1ER swc:x.r.S A-z YdIMOO PPE (TYP) TED. 1 Pu sEerOR)-ro PROPOSED SURE ARRESTOR cFNIFR OF PR[POSD ��• D�-b-60-10-BF AT!_T NFIERNIS��T E%ISIING VERTICAL III SRI SPERM ELL9 ��f(Al CARIE rPAY(1W.) �u� (IRUR PER MRIRE9CNRfAS i0P 1 "'I'D S' 0��` __ _ RIS0101FMMIpNS) —_ ECFV. s2'-e S (MGL) I Exlmrvc pxlsrwc rov 0E PENTIOusE EQUIPMENT ENMOUSE -V ELEV.-ENIE x (AAGL) OF PARAPET _______________ V EIEV. 51•-81(MGL) UP OE ROOF HOIF. ELFT. a9'-0"i(ACL SEE RV FOR RPoI L PRWVD(1)POOR FFEWFNC!ARD I T (3)9C fIIDS IpDEL HVMA 10 2)w NI'mL PROPOSED RM AND E 10 ME PINLL R16 MCN .0 DIMENSIONS NSIONS . YORL M!0 tlIQR51T15 A3 Rmron2 L w D PDIu RFDs AN9 CUANT PDR RN$- 11 NH4nY• ]r AND DIT.MORL RRUS- 13 YpA' iB3• ].S' AND�ONS RRLR-M 38.r 121• Or RRUS--u W. 30.4' 99• GERUNDLEaEL NOTE: LOS-A3 IBA' 153' Sd' ¢EV.0'-0'3 IAGL) MOUNT PER MWUFMTVRER'S SPEEIF WOKS. WEST ELEVATION SCADS. 1/I9•=r-D' o s'-tlar 21 4Or E.(gSS PROPOSED RRN DETAIL SCORE N.T.S A-3 E DEREK J. SITE NUMBER:MA3157 1" (ll\N AT&T Hudson SITE NAME:SALEM.39 NORMAN ST aut e9 �� N Y--� DEruLsAND EuvATDX 37 XORIXWESTERX DR. SyEyS ,W 0119 550 OOGNRWIE ROM .Irgaria�a YIFR.NH 0511]9 ESSE%COUNTY FRANIXGWJI.MA 01701 u 9AM JIS].Ot A-3•�r 1 IN INKYES PDR]NE WM IH INK19s fOR TIE WI41tt OF 1flUE OF TIE EMImNG slRucngS 1HE ExImNO 1MWRs YOUM m ro SUI THE PROPWEO 9JPPp(i LXE PROPOSED LW➢IN4 NORIN EWIA¢XT 1W SPI BE DE EINEO WS®I COMP1FEp R!XWSOH N _Alt PWQR]0 CONSIHUCIION. CE516!CADUP.LLC. p,IEO:OCfOBW 03,3015 ISIS' SECT &P. NCR1H �1 O/I IXImNc M Ex15TXCDOOR REFER M THE FlWL RF WT/, ROOF DELOW SHEET FOR RN&/NIENN/, J� $ET1NG5. w E%ISTNC v RTCK RD ERSO MW I m I' ro Eloslxc^xrtNNr, EdBLE TRAY(ttPJ IpUMB6 FPE FXISTNC (NP.OF 1 PER SECRIR) ELECIRICK PANEL E%ISTNG B'HIGH STE..wu RBME PEMHOUSE Ex15TNc rELCO BxKeDueO F——— EXISTING MTENXAS E%15TNG MOVNIEO 0 FRMIE II�Ir�EXISTING EOVIPMEM E%ISTNG (iYP_) a R/`CK PENTHOUSE P0.pW5FD PoJ yWNRB EXISTING RES fiRA IN P)pbR l UN sucR 9- EQUIPMENT RACK SEGIO2 WIOM MP.Oi 1 PFT YLldt) 1 Po(OPOSEO f3) Ff6nNG ^InF] yKON T3 YWDUNIINO F4'E �E%ISTNG (ryp I PER SECIORJ-RI URPS COBINR EXISTING RFAILE EYSTNG RATFORM EXISTING / PENTHWSE/ mmNEr O LAMER ar¢r ro REPLACE EsovWc Ex IONO / pgyWyy(1)I'm PATrERr / s(Y)OC CABLES / W EIMIDW EVBIOW EX.NC f'HELN ——/ E%ISTXG CQLE i1+AY(TYP) EXISTING Di5 GBINESEXISI NNTE NC GPS EXIS11NG NIrEN'M MOVMEO TO E%ISIING SXELTER PENTHOUSE LTE GPS eXrEn R \ mCfOR BETA EQUIPMENT PLAN R $fNE: I/3•-I'-0• 0 I•d Ya 1'd B'-0' ROOF PLAN ttt Cr M4So CEFEr. ©O ® SITE NUMBER:MA3157 a ♦ CIVC v� AT&T Hudson SITE NAME:SALEM-BS NORMAN ST HISLI �,• ,• e gnpagm F, �+ 4- ROOF @ EWIPYEM RAX ]9 NINtWN 01REEf TSTE '•.,§ R]HM(IH NH OW OR. yy SE CI 019]0 SBD COCXNWTE YIDA. NH 0.M]8 E55IX COUHIY FMNIHCwy.M^01]01 OPNI 315].01 ^-I'� 1 '( I TF71 s LO Li / to u �sj v x ✓�`z�. Y a 71 X � a � x 3 Y � p wy sr i qP � d Y.�' 1.M r �} 1 kk ti..: r n•'.T 8 9 Y 3 �e. D 'SD � 'rka. x s s}: e Y af.l EMP - E telecom 16 Esquire Road\ , CEI MA V E ® January 28, 2016 Bri ' Massachusetts Historical Commission FEB 1 2O�U Massachusetts Archives Building 220 Morrissey Boulevard DEPT, OF PLANNING& Boston, MA 02125 COMMUNITY DEVELOPMENT Attn: Historic Review Subject: Addendum to FCC Form 621 for Proposed Modification to an Existing Collocation SITE NAME: LTE 3C Job at SALEM MA(FA 10050164)-MAL03261 320 LAFAYETTE STREET,SALEM, MA 01970 In compliance with Section 106 of the National Historic Preservation Act, we mailed a Form 621 for a G proposed modification to an existing collocation at 320 Lafayette Street, Salem, MA on January 19, 'p{ 2016, requesting your comment on potential effects to historic properties. In that form was enclosed .,, documentation of the Salem Historical Commission's comments dated December 17, 2015, our email ,i. correspondences with SHC dated January 5, 2016, and our submission of requested project scope documentation on January 19,2016. i t" Since the date of our initial submission, the Salem Historic Commission has submitted their closing Comments in a letter dated January 22, 2016.This communication is attached for your consideration. Please do not hesitate to contact us should you have any questions or concerns, or should you require further information to complete review of this submission. Sincerely, I I i } Paul Wright Kathryn Emmitt Architectural Historian Compliance Manager j e Empire Telecom Empire Telecom Phone: (978)284-3870 Desk: (978)608-8406 '1 Email: pwrixht@empiretelecomm.com Cell: (973)597-8929 Email: kemmitt@empiretelecomm.com Cc:Salem Historical Commission '04 eONDr 6 Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 January 22, 2016 Mr. Paul Wright Architectural Historian/Site Acquisition Specialist Empire Telecom 16 Esquire Road Billerica,MA 01862 RE: Invitation to Comment LTE 3C Job at Salem, MA(FA 10050164)—MAL03261 320 Lafayette Street, Salem,MA 01960 Dear Mr. Wright: The Salem Historical Commission(Commission)appreciates the opportunity to comment on the proposed telecommunications facility installation at 320 Lafayette Street for AT&T. In accordance with the Section 106 permitting process,the Commission has reviewed the submitted drawings, photographs and project information to determine whether the proposed project will have an adverse effect on the surrounding historic properties. It is our understanding that the new antenna will be placed behind an existing enclosure. As part of the installation,the Commission requests that the enclosure be repainted where paint is chipping. We acknowledge that the building is not an historic building, is not located in a designated historic district, and the Commission has previously found that a couple of telecommunications installations did not have an adverse effect on historic resources. However,the Commission is concerned with the installation of additional antennae on this building,which already has a proliferation of equipment on the roof. This building is surrounded by well-preserved houses dating from the late 19`s and early 20'h century and the increased number of objects on the roof is creating a negative visual effect. The Commission may find that any additional facilities that are visible when added to the roof may constitute an adverse effect. In this regard,we strongly urge the building's owner to complete an inventory of existing telecommunication equipment on this building to determine whether any antenna is obsolete and can be removed. Respectfully submitted, SALE HISTORICAL COMMISSI N Jessica Herbert, Chair Salem Historical Commission 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 December 17, 2015 Paul Wright Architectural Historian/Site Acquisition Specialist Empire Telecom 16 Esquire Road Billerica, MA 01862 RE: Site Name: LTE 3C Job at Salem, MA (FA 10050164)—MAL03261, 320 Lafayette Street, Salem, MA Dear Mr. Wright: The Salem Historical Commission is in receipt of your request for comment concerning the above referenced telecommunications installation. The Commission is interested in commenting on the proposed project's potential effect on historic properties, but requires additional information in order to comment. Please submit the following: • Photographs of existing conditions taken from the public way; • Renderings showing the visibility and design of the proposed facility(which should include the existing facilities at the site); and • Inventory of all facilities currently on the site, including supplier name and if the facilities are still in use or are obsolete. Thank you for your cooperation in this matter. Sincerely, THE SAL HISTORICAL CO ISSION' Jessica Herbert Chair Cc: Massachusetts Historical Commission Salem Planning Board Building Department n 16 Esquire Road EMPf�RE telecom Billerica, 60 01862 -8406 (978) 608-8406 November 11, 2015Natalie w Lovett, Clerk Salem Historical Commission DEY1 dF FIANN�PME1`� 120 Washington Street pptA hbl"NDE 1E 3rd Floor Salem, MA 01970 Subject: Invitation to Comment SITE NAME: LTE 3C Job at SALEM MA(FA 10050164) - MAL0326.1 v 320 Lafayette Street,Salem, MA 01970 Dear Ms. Lovett: Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder and interagency agreements developed thereto, Empire Telecom, on behalf of AT&T Mobility, LLC, provides this notice of a proposed telecommunications facility installation at the address listed above. Empire would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached project plans for complete details regarding this proposed project. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local planning,zoning, or permitting process.These activities are or will be handled separately. We are only seeking comments related to the proposed project's potential effects on historic properties. Please submit your comments regarding the proposed project's potential effects on historic properties to Empire Telecom,to my attention at 16 Esquire Road, Billerica,MA 01862,or contact me via telephone at the number listed below. Please reference the Site Name and ID as indicated in the subject line above. We would appreciate your comments as soon as possible within the next 30 days. Please do not hesitate to contact me if you have any questions or concerns about the proposed project. Sincerely, "`� Paul Wright Architectural Historian/Site Acquisition Specialist Email: pwright@emoiretelecomm.com Direct: (978) 284-3870 Attachments: Location Map and Drawings in, 11111 1 Jai I I M (p� Laurel St, -.• _ �1 �, "` 3C 'r y CoecM1 House Inn Ha"oc us Po_cus s.d+ ♦. k 4. + r t.,.. yy as a House. `ShO�e Ave t } 1ft F T t Oc'an Ave moi- � y •- I i� * i`''., y.r ` 99II1rOcean Ave�,. . p. W6hrock North -o+n Nx 'Shore Church`l Nt y 4 V .. 4'N yet .!,Safelne AutoGlass °_- N �-- "� .,_ X �HerSeY St )� ^e 6 ) aj ah Clifton Ave � g BBakeery&Deli. 'i ' 'z;"Fofesl Ave. •• 3 ?. „� Ala Salem Pioneer Village 7630 l� k��ll`}t}i Y N' `� � t�"' +'^'`l '�• � .,,4,��"� a1� ,-�t-r�¢r+'" �i � *u' rJ "`+.°4°�l� a ,..►' t t ! '.." � L y "``AtlanurIf , a •� Ja�eHouseChi,ese6 rou ct r � ,�""w�f>y;• h i ,- � dG - Rockett Arena O'Keefe 5Po Complex nsf �'` ✓/� O �,' .' 4 ,�`{ °,d � fl. ��QQ •• .e� z George H.Ellison OY Rd CBmpus Center Gray s�c ��L roro ace ntl ,,h' ` t `�' J �.+ .�= •-..i. ^f•�'� .. L f� dw,..Laboratory School�///J Goo le.r g Belem stateRk ivere�ry4Benolon. w Subject Property N Figure 1:Site Location Map Source:Selected Data from Google Maps MA3261/10050164 Captured November 11,2015 320 Lafayette Street Salem, MA 01970 42.5063239,-70.891 IK _.a_ ng4Poirit Palmer v Co oe 1 �.RST ��Irner"Parnt Fig South C" Salem k 0 E . 114 `'ww«slk Salem +e �C01189e �. Asftt Subject Property N Figure 2:Topographical Map. . Source:Selected Data from USGS MA3261/10050164 Captured November 11,2015 320 Lafayette Street Salem Quadrangle Salem, MA 01970 42.5063239,-70.891 PROJECT INFORMATION _ SCOPE OF WORK:. EDECOMMUNKG BNS ROUTE UMME(SCS 2016): 1 BISM Off OF RIDS MEED 06/25/14 PM: R1010f9]03 W�� RJOf1CP: - A _ RFMWE:(3)°SM/UME I"'(3) .(6)NRE%EM - Ix5TA11(3) M EWER CQ(J)RK's.(2) ..iRWSGfl, r } (O °C POWER GBIES KS((6 FlBER RUNS Exlrnxc i0 BENSUR E AMpI NIS.(s)RMS. ER TMA's. e (J)9E SURGE AFflE510fl5,(2)OC POWER GBL6 tl(I)FIBER RUN e0 a""'°"R°° SITE NUMBER: MA3261 RENT R(2)UE R50J/XMVOJ 6(I)CC P°MFA RAN! 9IE ADDRESS: 520 UFOTTTE S. S�M.x.016]D SITE NAME: SALEM LAFAYETTE STREET LONGIF G 71.5002(1$N 7D 30.2J.SJ-N LONCINOE ]1.801255 W ]O'SJ' 28.51'W TYPE°`� "°°"°°""°°°"`°°""°� PROJECT: WCS 2016 UPGRADE RQUIFSGRT PADPTT CENTER: 52=a•S(LEE BETA SECTOR).57'-0.1(IIPRA a GMMA) DRAWING INDEX REV VICINITY MAP ,.. GENERAL NOTES T-1 TITLE SHEET 1 DTECTONS TO SEE: ` SINK BUT GpXG SOl1INwE5i ON C°CXINAIE RD/YA-](I W TOWARD WHITIIFA S.'MV(E A I. THIS DOCUMENT IS ME CREATION.DESIGN.PROPERTY AND COPYRIGHTED WOfM OF AT&T.MEE - U-TURN ONTO COCXOWTE RD/ML-XI E MERGE OMD -00 E/WtSS PIKE/ DUP-K ION OR USE W OUT EXPRESS WRITTEN CONSENT 15 STHICRY P�HIB°ED.DUPUU ON GN-1 GENERAL NOTES 1 MA44CHUSERS TURNPIKE TOWYRD 1-05/BOSTON BMR°ONS TOLL). WE THE I-05 N/ AND USE BY GOWERKwmr AGENGES FOR TRE PURPOSES OF CONDUCTING THEN UWNLLY RI-126 N/M-30 EXIT,IXN 14.T°WARD N.H.-"RINE/POINTS NORM. WE THE -0S N MNNORIZED REGUIATORY AND MDMINIMT NTVE FUNCTIONS 5 SPECIFlCNIY ALLOWED. -114 E A-1 ROOF 8 EQUIPMENT PLAN 1 EXIT ON THE IEFT TOWNm wuTxNl/IVMsxam NIT MERGE ONTO NA-126 N. MERGE °M°ANDoXER ST/MA NR EXIT 2S0 T=0 SX1EM/WlW1EMIG0. TURN LEFT ONTO PUI.SGO SI/LW-114. TURN RIGM ONTO GNRRDNER ST/W-114. TURN RpR ONTO WNN 2 TRE FAP IS ON UNNANNED PRIVATE OND YCOR.EQUIPMENT SGWATON,IT IS ONLY A-2 ELEVATION t ST/LW-114.CONTINUE M FOLLOW MA-114. TURN(ETT ONTO NORMW 5I/w-117 ALCEwED BY TRNNM TEWNICWNS FDR PEWODC ROUTINE LWMFIUNCE AND TIEREFORE GOES CONTINUE TO MU-DX M4-114. TURN"TORT ORO VFAEETE SE/MA-114/MA-1A. NOT REQUIRE NO'WATER OR SANITARY SEWER SEEPAGETHE MILME 6 NOT GOYFANED BY A-3 ANTENNA PLANS 1 320 WAEI:TTE 7 M ON TRE RwM NMUunONS REQUIRING PUBLIC ACCESS PER Am REOU1REMERES. A S. CONTWL'TOR QH VEWFY ALL PLANS AND EXISTING DIMENSIONS AND DEMOTIONS ON ME JOB A4 DETAILS 1 SEE BEFORE DRI°CEE➢INc NET TRE WOK OR BE RESPONSIBUE MR S,NE. NG OF DISCREPANCIES Y A RF-1 RF PLUMBING DIAGRAM 1 - G-1 GROUNDING DETAILS 1 72 HOURS �Ol\ • Ntl BEFORE YOU DIG CALL TOLL FREE 888—DIG—SAFE OR DIAL 811 eof s� UNDER OD DEREK J. �. SITE NUMBER:MA3261 ,�©/.I r CIV AT&T HudsonOO EMAE tDIBCOm SITE NAME:SALEM LAFAYETTE STREET �/ at&t 11/le/I.m®rm mow. J L tN TITIE SHEET av ONI�QUWs 16 ESQUIRE POFD `may'/ 11/w/Is m®fm Rsav (•iE c{E� ' WCS 2016 ILLERIG. W1 p1062 32°VRAYETEE 50 E �r �.�`�\,a M� ( �� ) TEL: (9]B) fi08-6<00 SN`'M'NA 019]O 55D CDCHIRNTE RMD Y' 'jE(IAIA� f E53X cou. RUNINGWJI.IM 01]01 MA}261 T-lug" I GROUNDING NOTES GENERAL NOTES 1.ME SUBCONTRACTOR SNA-L RENEW AM INSPECT TIE 1, FOR ME PURPOSE OF CONSTRUCTION U.M. 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DF 3 PER URS) , TOTAF OF 6)(a1pN1&GAMMA SCOURS) I I ExlsnNc SraIRUELL PENTHOUSE Q O IXRTNG! ppppgG AT&T NIIFTINS II EXISTING REP ittP.OF 2 PER SPEEDS,TOTAL OF RSI 51'-0+T) s) Exlsnnc conpuR RUN wIm(1 z)urv6s I^ EXISTING 9E sV R4E OF]/8 LINES OF COAX, (2)DC P.ES M Iv LLll Cl OF EXISTING AT&T LIE ANTENNA RRESIDR(TMA OF 1 PER CABLES&(1) FIBER RUN r0 REMAIN u I U J BETA sEC10R __ 1 SECTOR, TOTAL OF 3) �\( �— _ V EL£V.-s1-O'S (AGL) ANDPRO (2)D W RER RUN DO I P-0 F CABLES, AND(3)NEW FlBER RIIX$W 2Y%E%WXWR TOP OF Exl I CALL) wALL (TO Fauox EXISTING) S ELEv. 4B'-5 x (ARO SCHINOG EQUIPMENT AMI (OF LPO ERS) ( WALL rov OF Exlsnrvc ROOF (Br Drncxs) (TIP.) 9 ELEv 45'-0 z (ACL) I I _J cxouxo LEVEL . . I ROU EXISTING BOLDIN.ExTEAMXI APPRO%WALE mcXFON BF.EXIsn NE AT&T EQUIPMENT ROOM ON GROUND LEVEL EAST ELEVATION 1 - - 2N.PELLET 0.Y-0's4' 102 16-0' IxI1 SEARE 3/32'1 0' ti OF Qi DEREK J. HUdSOfI SITE NUMBER:MA3 TIE CIV• AT&T DxMNIAAMw.00 EMP�RE telecom SITE NAME: SALEM UMBER:MAMESTREET � a}O-t J I, 16 ESWIRE 0.wn `R B[LLERIG, MAX 01862 MO UFACETTE SEEM I.II/le/I]®®Im ls>p _ (� EIEVATON TEL: (918) 608-8400 SAIEM.MA 01.10 o ^/m/If®A➢M I$itn"" \ EWES 2018 Esme Wuxn ss0 c0cxTUATE Ran ro SSS/ONAL e'�'\c ) RNLW.x4M.M.01701 MAELM A-2 1 EXISTING UMTS ANTENNA r0 BE EXISTING STAIRWELL EXISTING AT&T RF FRIENDLY EXISTING SrgIPWELL P ELOfAiE°i°POSITION a(T'P.OF gCC E55 DOOR ENCLOSURE(ttP. OF 2) ACCESS DOOR PER secrDR, Toru DF]) ExlsrwD OF ANTENNA r0 REMAIN EXISTING LrE anrervrvn'r0 TOTAREMAL ALPO 6 (IYP. OF I PER SECTOR,TOTAL OF J) ALPHA suQaR I (m P.aF I PEP sCcroR,TOTAL OF A SECTOR iE Too 'T-A Vy6L$gOFpg X` / SECTOR J 3p }, __ ';SSI / `�6 EXISTING —— 111 ALPHA EXISiINGJ LII / SECTOR �sigIRNELL SrNRHELL pENTH OVSE / / SECTOR PENTAD usE / CUTSD OB O EXISTNG LPBLE TRAY LEY OrX ERs) pBopoSE0 NEWS RET TO UYIS EXISTING PET CABLES i0 BE MIIERNA RELOCOTED r0 POSITION a - EXISTING CO0.0 POfli �Te®eros BETA \ aErA BETA SECTOR 601 SECTOR SECTOR f(j,�\ UMTS OB IGSSO CS°' V 150' EXISTING ArvrENNA ExISn NG ANTENNA aO (Bv ) ON,O.`. )(1P.) tl EXISTING CORA PORT TION U E%ISflrvC GSM arviErvNA ittP, OF I PER I� 4 Cm F I PER UY5.TDRUL TO Po9110N GAMM SECTOR, TOTAL OF 3)(O BE REMOVED) BETA SEL OR M mT OF I PER SECTOR.RITK Of J) SECTOR \ EXISTING STAIRWELL CELTS R PENTHOUSE SECTOR UMTS DB LTE IRIT PCS 250' EXISTING OIPLE%ER(TP. °F THE 210 ERY OTHERS)RS) iMY ry 2 PEP SECTOR.E PL°F 6) 0 �� (Bv OTH EPS) (TO BE EUWE°) EOSTNG RELCGTFT ryA PROPOSE°NEW INSERLED ON OF 2 PER SECTOR. EXBOW MJUNNIC PPE EAIEFR"TMA(1YP. Of 2 PER WE OF 6)TO POSITION♦ OMR.OF I PER SECTOR SECTORTOTAL OF s)TO BE EXISTING CABLE WAY WITH (12)LINES OF TOTAL OF a) WMMP_ 4RIL.OA77 �1 2/8'LINES OF COAX. (2) DC POWER GLIWe RID SECTOR CABLES x(1)FIBER RUN rO REMAIry r5 DEC niu, 9F E60 PgggiN SLROE MgESTOR 210 EXISTING EALIAST FRAME 4bV INSTALLED ON EXISTING PROPOSED WCS.WIFRIN MOUNTING ME(FORK OF 2) (To REMAIN) (T .OF I PER,SECTOR. roTIL OF])Ix52LL1ID ON Ex6TNC 9E SURGE IXI9WG YOU MING We GAMMA ARRESTOR.(TVP.OF 1 PER GPHM SECT R SECTOR, TOTAL OF 3) SECTOR \\ 260' LTE 1Do/PCs EX I STNS RRH(TYP. OF 2 EXISTING PPT (ttP. OF 2 2q0. S \ PER SECTOR.TOTAL OF 6) PEP SECTOR,TOTAL OF 6) EXISTING NET GBIFS RFIM.'ATEO TO I11A15 —EXISTING 'TAT PF /,Mplx/5(rYp,OF FRIENDLY ENGLOBURE SIGN yETpR) (TOTAL OF 2) EXISTING CABLE TRAY WITH (12) N46t LINES OF 1/8-LINES OF COAX. EXISiINC BALLAST gEFpl lG MPUCNPK RNALY515 (2) DC POWER UBLFS& (1) RAME(TO REMAII) $Y;NU TOO DESIGN GR WP, ILC. TIBER PVH i0 REMAIN FOR E CAPACITY OF 2015. EXISTING SxvLIGTr(ttP_) _ ARREST (SU RCE FOR ME fIPA4NY OF WE PROPOSED(1)RSSB-6W ARRESTOR (ttP. OF EXISTING STRUCTURES TO SIPED OC MIEN GBI6.WO(2) 1501' 1 PEP SECTOR. WE PROPOSED EQUIPMENT. 1501' _ NPI FIBER RUNS IN 2Y TOTAL OF 3) N%CORDER F F (TO FOLLOW Dir—RES) &� jF E%I TNG sNVLIGHt tlOff: TO FIRE Fl— F II z XKbb IN p A1QS SHEET FOR FINAL.WM RUX DATA FR EXISTING ANTENNA LAYOUT L PROPOSED ANTENNA LAYOUT P EK J�CyG sEPlxosSCALE: DER IIII�� SCuc:n.Ts SCALE: n.Ts s r^. �r SITE NUMBER:MA3261 oCIVc o AT&T HUdsort O EMPIRE telecom SRE NAME: SALEM LARAVETTESTREET at&t �400'N]11E 3O�RI 11/1e/Ia®Im M Tv PIANSTEP zB EseUZRE RawJza IXAYETIE smEET (wcs zmG)u ERZCA, nA Dzesz rEL: twe) 6o6-eao° SSE IX�2My° ss°cacxmuTE PIyDFPAMFW W.—01901 ]261 A-J 1 FKWIRM I. ONFlO R CB PONT NpIE. NNUFF, - TOR flEFFA TO SIRIICNRgL AWLLYSJ RY:NUp80N DESIGNCflWP,LEC. POP FI NDY ACT 6.2015, NR FIRE GPKIry OF TIME TIRE FIO SIRULNRUI RI TUPPO \ / \ a S%APOSELI URES TO S PROPOSED SUgLE I SUPFAE55pR MODEL .O- ,7'. 5: row BEIISOIEMpNSX2{.O'NDA WRX RRW3T: SEE M�"iGOR%M6 N31.251(9.]'s FREQUENCY ANp MODEL NUMRFR /IIL ZS PRONSED RRX P 117 IEFM TO FEE%ML RONSfD RFDS EtlsnNG/ AND CHUN FOR DUN(III,. ANTEnxs MODEL.0 DOANSIONS TECNNOIIXY' g911\'IN Ax1ENµq WDEL L W D NOTE:91RGE PROTECIIYE OENLE l M p LTE 1 BW-IDTB{ RMA- n t9.7- 7.0• T NOTE: 35.2' 11 R' B.0' Rfl115-]2 MIX 1 L 2.1' E]• WCS ] MPA-BSR-9W-IM y,D' 1{.5' 9.0' UMR ♦ NO-10121 N3' ID.Y 5.9' MOUNT PI MgryUFAIII CgEq'S SPECIFlG1gry5. MOUNT PER A4NURAY,U FAS ANTENNA DETAIL I scue:xTs A-{ DC SPECIEWONS. SURGE SUPPRESSOR DETAIL 2 RRH DETAIL J sLxc: ENCLOS E "OF FAINTLY SGIE'ATS FnaOsuRE(mP.OF z) ANIENIN MWMIxc HVq(Ef DISRUC AT&T RE FRIENDLY Erv0.aSUNE(11.OF z) FNNI COLS IHIFNIN(IYP.OF 1 — REMAIN I ANTENNA TO IXISIIM'i REIMATFI)TM(1Yp CF REUAIN(ryp.OF PER 2 RR STM TOT&OG 6)TO E}ISTING LTE ANTENNA TO ANTENNA M211MIN0 PIX SELIOR TDFK 0"'1 f 3)IIATNIJD SECiD R,TOTAL OF 3) p091pH{ RRIG'NA ON EUSTING WUMIND PIFF (BEYOND) REMAIN(TW. OF I PER 'ELTON.TOTAL OF 3) IF o E.YISTNO RELOGTm UI gNI M TO P03RNM a PROPDBSURGE ORIINSTILED ON (nP' 1 PER SECICR•T.&Of]) M EXISTNO )HI1NG%PE I. (rora 2 OF 2) II kkkl ':ISI PROPoSFD WCS/MFNM f .I (1YP.Of 1 PER "D TOTAL Ci J)MOIRAIINJTI011 1I1t IXISTH6 NC WLLID %PE 1 fll I II I. PROPOSFO Md INSTAl1£p QY IXISIWC YgIMIXO%pE _ __ 2PONEUMNO OMK FEO 1M/.(TYP.OF (IW.OF 1 pFR SECIOR. - - 2 PER SECIOR IOTK Ci 8)10 - EmEnNL MOUNTED PIPE - TOTK Of]) Po911pN{ ExSnNG MOUNTED PIPE PRCPWFORRH INSTILID W Eg811Nc NOWRINO%PE (TIP.OF 1 PDN SECTOR. RDOF LEVEL Tom OF J) PRJPoYD 1gVE RET l0 ROOF LEVEL UI/M m EXISTING/PROPOSED ANTENNA MOUNTING EXISTING/PROPOSED ANTENNA MOUNTING DETAIL(ALPHA&BETA SECTORS) { DETAIL(GAMMA SECTOR) ��N OF M1NSS/ SONE N.T.S q-q IN c DEREI( J. ��'�, =Hudson SITE NUMBER: VETTE cAT&T EIIII telecom SITE NAME:SALEM IATAYETTE STREET +p+ .. 16 ENIUIRM aOU l0[l I "NO a�N6 �, oErnus BIL Fniu, W.0186E J2p UFq}ETTE SIgEET GAAA L J-'.SI$iE (9]8) 608-6400 SMFI.W 01970 o Ip/q Im®IIA 1FgN (WCS MIS) 65EN COUNTY 560 CCCNNUNE ROAD ( ^[�\< N FrUNIHGIWI,MA 01]01 [f /ANAL c Nam U FIaIRR T' YA1281 A-{ I FROM PMEf11N-� OIXNIEMX.A GG IXI'ENN/PROPOSED flPE INiENN4 TNU XNU. ...ME h SUROE ARIE, R WTwTXERPRopEwc •. JUMPER REWIRED ONLY Or(M.) \ / UMTS/Gs.COOK WREN I-t/4'0 AND LAGGEA - GROUND N115 S.WWiD UPPER LIGBE )I GROUND ai(Tli+.) DTSTNG#2D ARENN4�� XOM ERVN KCONNEEIGRFAIHERHiWF1NC (rvp,) (ROOFTOP OHL�I PoWER/FIBER ro CAME GORY 11 I KR(IMP.) FROMANTENNA LOWER CXSF I IypII JUN-ON BOXL FRAME SUPPORT GROUND GOBIE TRAr (As KPUCABIE) - (AS/'PPUVBLEJ h TLE BRIDGE, EXISTHG(2) {2 ANL COV GROUND WT JUNPERµ1$FACES gW TOEYJSTNL UMTO/RM LMX CRI RMc GROUND K1 WNYSOL LOPE Nli N0.GB-p.t.-R ` ON EOU ______________ WSTNG/10 - {R 4WG REN 2 AWG RON.BONGED (RWRW ONLI NOI 'D GROUND WIRE 4ONG VRLE TUr TO CIG9E/MIGB UNT$GSY cw 1.W HOT ST&L C ft GROUND MIT AT A BEND MD N.WAYS GROUND ILE GROUND KITS .. DIRECT GROUND WIRE WWM TO CIGBE. \ 6PopGE Po515 '.r ----- YILBE BAR CONUND WIRE TO GROUND 41+ BAR CONNECTION DETAIL �i1 METER AND /z GROUNDMI TO IXmrvc OISCOxNER NILO qi MIGBE G. N.i.S G-I \ .}�,Ll 0 N `FMmOR GROUND ORURACK, CABINET 6 RING ND MIIIY u OR PKK,RBS SUPPRESSOR GROUND h SURGE SUPPRESSOR 1�/2 ANL GOLD TO PNNED COPPER(M1P) GR $TAINIESS SERNCE GROG OUND STEE GROUNDING L ClBIE TWO XOIE COPPER GROUNDING RISER DIAGRAM R 0CMPf6590N iFRMIWLL SUPE Ni.S C-I GROUND BAR VON"MUND MR B.1 MVE ➢Fb m LOLK I,,o KI, N qVD aA �.RMIJER MID WASHEN,TMP. d/B1t-I/P MEM SF — NUT,IW. BOLT z 1 WILE ENTRY PORTS(IMTCN PIANS)(/2) 0 CEK.R FPINEWORK OF AvuuBIE)({z) TELCO GROUND BM GROUND BW m S WYYERLNL POWER COMMON NENR/1/GROUNO BOND(/2) EXPO ED WE COPPER TO BE I e �°�' f2N ROPER SUPPLY RETURN BW(02) GROUNDING CAR£ KEPT'M ABSOLUTE MINIMUM.NO •.v 4 Q p 0 0 0 G p O -.BJ POWER SUPPLY RETURN RW({R) NSUUTION PILOXIN WFD WIITHE qq,0��0 0 0 0 B i i�'e e RECTFlER FRMNES .'PE ION TERMINI()PICK) We v e e a e e NOTE: $FfTOX 'MIl FIBER' 1. mUBLNO JP'OR'$TACKING'OF CONNECTION M NOT PERMRIFD, iSGQ R.OXIDE INXIBIRNG COMPoUND TO BE USED AT NL LOGPONS. INTERIOR GROUXp PING(/2) 1 CADWELO DGWNIEODS FROM UPPER 00.LOWER FOR.AND Yca E%IFAN.L WM GROUND FELD(BURIED GROUND PRG)(/R) METNLC C01D WATER PIPE(IF A I,MBIE)(iz) BUILDING STEEL(IF AMMIIH1F)({z) TYPICAL GROUND BAR GROUND BAR-DETAIL CONNECTION DETAIL GOAT£:n.ns c-1 BGLLF:x.T.S c-1 N OF g 2��c Sock(. p DEREK J. s HudsoHudson SITE NUMBER:MA3261 } } CI AT&T M n .00 EMAE telecom SITE NAME: SALEM LAFAYETTE STREET alBLl 16 ESOU.Nl aMp .I/�VIa Im®rin te.Iv GROUNDING DETAIlS LERIG, MA OUK0, ]20 WAYEr1E STREET tI/p/If 0®M RMD Ti/ (WC$ROIB) TEL: (978) 606-R00 SNE..W 01910 E $T Q ELSIX COUNTY 550 LOLXIIWTE gpgp S$ (.i FPANIHGNOL.W 01101 /ONAL MU161 G-I 1 Antenna 1 Antenna3 Ante..4 LTVW/PCS LTE WCS)GSM 850 UMTS DB B:wJiu�tl fire3dhenJ Biva&-d Br®JhanJ Rr®JbanJ Broadband 9rw hantl HEX NE% HEX Hlgh L— NgM1 Nigh Lw .'h ]Dl/850 )UD 100/850 •95/95 Six/9Px Ws/9s 910. 9 V4IU �9i/-0i 9TxI9Rx .95/95 ws/91 .9s/-0i95h95 REf PR RLi 11FT AET XAO 0.fT ^i R.; 4 rou MN1/ccu I- DC Plant [PflI MUX 11I IaEml { � tl01FS _ GSMfiSO ! UMTS]"Y'Mh DP 3106 t. 1. INSTR CTCV EWIPMERT ro CTO .LLL PAR15. NL E4L - YMAXUFACIV.4A'6 PECCMYEYIDATfiN S. RF PLUMBING DIAGRAM �1 f ro lHE FIHLLRl WA R sNIUT UT roP 7w1 ANTENNA - 1N OF IA4gsg smwcs. �� DEFEK J. yGN r^ r __ _ Sin NUMBER:MA3261 U All IV, AT&THud50no0 EMPIRE telecomSITE NAME: SALEM LAFAYETTE STREETat&t J i pF vwu61N'D dADaaX CaIpr9YeAxu.' u x wY.nERwo - - rrnara sa«'n nmr �. ,p t M86 320 uFnrcrre smEEr = rrroena vsAa rm avr #A, C/.STE0.^tC� (wcs zDrfi) o L; 978) 60e-9900 6 'x WDUMYO ssD cOCNnWTE FOPU NAL FPeLmcHW.4A DIT01 LU4261 �@�V+ _Aye`_ ' j p®0b� �'t:® �p,tp. fi �-.•�,� � }�� y � r �� 11 fr�-•,•ai. � VU � �8?�'4 q I ;I • y �e,�f�� i 5�A ��ayye��,8aiy+ (i;7.ih sf�'fC'(a' `$> v^�'•� _ • s�► ..`ia:`mrrr '!,'gym 33 .. t "j�`' t?e•4t ' .+� i�.'.E f6 �t +�✓,-�� is Pill t`abr - a• + ,i��WA �s �� U �..s , �.;melAll Pit Is n isN �. �� _• I y •� AV �� rFlj r.. , N siss, r .: MA3261 ADDRESS: 550C Qi-ITUATE ROAD BILLERICA.MA 01862 H .. SffE NAME:SALEM LAFAYETTE STREET at&t Hudson Design Gmp. 320 LAFAYETTE STREET 16 ESQUIRE STREET MWQNL NY 12 SALEM, MA 01970 FRA1SNGl MA 01701 TEL:(978)608 8400 blilkibili • • • • • • • p d•P d �P [y' i te'n. f i of w"! D!•i o iffy :> qp •5-.. ��'}'4r �F'INjS.NS rVs £"51 r• 7 _ s 4�i'iPh 1P 10 la!" "I �k}£ L� •"�"7JJi r�'" ..p1VV•• - "�,� Y3 iP�!1 Aa�¢3 10 41 Y g$ [ 1 9a '��•�pc�' P�S � �� a �f 7�d �LTi � _i.-.`.. i 7 _..�l 4� Y. a b, �� `t. -r All w A � l • ' • • AM SAL � � - ' STREET� ® . Photographic Rooftop Equipment Inventory Prepared for Salem Historic Commission 1/19/2016 EXISTING LOWER ROOF LEVEL a v EXISTING EOUIPMENT (BY OTHERS) PROPOSED SURD ARRESTOR MOUNTED TO PROPOSED _ RON-PENMTING BAunsT 12 MOUNT (WTAL OF 2) 6 1 EXISTING RF FRIENDLY ENCLOSURE (BY OTHERS) (TYP.) 7.8 10 ALF HA+BETA SECTOR 9 ' EXISTING RRH (TYP. OF 2 PER SECTOR, I TOTAL OF 6) GAMMA SECTOR ` I �e �EXISVNG AT&T NT A (TYP OF 2 PER SECTOR. TOTAL 6) r t_ EXISTING SKYLIGHT (TYP.) ` _-- — 2 EXISTING CONDENSER _ I ( 2 (TYP.) 5 I 170 EXISTING COAX PORT 4 3 ON ROOF _ PROPOSED 3C ANTENNA [TYP. OF t ._,. PER SECTOR, TOTAL OF 3) ` PROPOSED REIN MOUNTED TO PROPOSED NON-PENETRAnRG J BALLAST MOUNT (TYP. OF t PER i- SECTOR. TOTAL OF 3) EXISTING LOWER—/ I o ROOF LEVEL I EXISTING PENTHOUSE — - ( EXISTING ROOF ACCESS Photo 13-to ken from ground t6'Ot' level;photo shows antenna _) ) enclosure by others located on �� J ROOF PLAN t south portion of rooftop,not ui g 22x34 SCALE: t/B'=t'-0" A-i 0 4'_0' 8'-T 16'-0" 24'-0' ! N 1txt7 SCALE: 1/76"=1'-Oreadily accessible to Empire personnel on date of site visit to gather photographic rooftop equipment inventory PHOTO LOCATION MAP Paul Wright E M t E Architectural Historian Empire Telecom telectelecom 9 .3870 om pwright@empiretelecomm.com Salem Historical Commission - 1119/2016 FA Code 10050164 E M P R E PACE ID MRCTBO 15841 GOLD ID MAL0326AL03261 telecom SITE NAME LTE 3C Job at SALEM MA(FA 10050164) Photographs: z. a� a � r Photo I Facing south east towards AT&T Alpha and Beta Sectors;antennas within enclosure, RRHs visible at right \w Photo 2 AT&T's existing RRHs and surge arrestors mounted on non-penetrating ballast mount at Alpha and Beta sectors Page 2 • EMM- 1 d 6Tgf ` , �a ;, ell 1•h: ^� � »ate. �a i � its Salem Historical Commission- I/19/2016 -kN FA Code 10050164 E � /a j1 E PACE ID MAL0326 5841 c-,V' K GOLD ID MAL03261 telecom SITE NAME LTE 3CJob at SALEM MA(FA 10050164) t,. Photo 5 Looking east at antenna enclosure for AT&T's Alpha and Beta sector(antennas inside) �� yr hf Photo 6 Looking southwest toward AT&T's Gamma sector; RRHs at left on mount,antennas within enclosure at right Page 4 Salem Historical Commission- 1119/2016 r+--� FA Code 10050164 E w �A E PACE ID MRCTBO AL03265841 GOLD ID MAL03261 telecom SITE NAME LTE 3C Job at SALEM MA(FA 10050 164) L.a t �b ' r,� �. .. r 41 r ♦ 3 Photo 7 Looking south at AT&T's RRH and surge arrestors mounted on non-penetrating ballast mount at Gamma sector �I k f t Photo 8 Close up of AT&T',surge arrestors mounted on ballast mount Page 5 Salem Historical Commission- 1119/2016 FA Code 10050164 E M AR E PACE ID MRCTBO 15841 GOLD ID MAL0326AL03261 telecom SITE NAME LTE 3C Job at SALEM MA(FA 10050164) N A* !fi�yt Photo 9 Looking west at AT&T's antenna enclosure for Gamma sector Page 6 Salem Historical Commission- 1/19/2016 �- FA Code 10050164 E M PRE PACE ID MRCT8015841 GOLD ID MAL03261 telecom SITE NAME LTE 3C Job at SALEM MA(FA 10050 164) f i . yti t . Photo 10 Looking south at existing antenna enclosure by others Page 7 Salem Historical Commission- 1/19/2016 FA Code 10050164 Ew /� � PACE ID MRCTB0IS841 �Y� GOLD ID MAL03261 telecom SITE NAME LTE 3C Job at SALEM MA(FA 10050 164) i t r F Photo I I Looking north east at existing antenna enclosure by others lu � d r 6.i . t 'JJ,�rp 4 4 Photo 12 Looking east at existing equipment in rooftop enclosure by others Page 8 Salem Historical Commission- 1/19/2016 FA Code 10050164 E M PIR E PACE ID M 5841 GOLD ID MAL0326L03261 telecom SITE NAME LTE 3C Job at SALEM MA(FA 10050164) . w. a t t Photo 13 Antenna enclosures by others as viewed from street level;rooftop location not accessible to Empire personnel on date of site visit to gather rooftop photos Page 9 p`a�k)g 4013 lip ��i�, t'��(✓� N{ 71 { !,/+C , *�• telip `.'a@Lp"'b �.�`\ ��' �f�s"a.x,' b�r�i$.': �� ill�ip�� ,YYf�7 ^t/•£r��.r� � �. �'�.� .•� ��' ��"4 P'q�� .k ns€(b,.q a 31��r rl'F i��X i!�.�f^6'�f� T a'� .t'„z�:"! \ v ,} �te�e�!{/FI piW��'su�"Siw sw 'i+.t � �� + « -m!`n a3pe'� a. 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PROPOSED WCS ANTENNA WITHIN ++ `� "'_ � DETAIL OF EXISTING AT&T RF FRIENDLY — EQUIPMENT: ENCLOSURE (TYP. OF 1 PER SECTOR, a ALPHA SECTOR t t TOTAL OF 3)(BEYOND) PROPOSED RRH WITHIN EXISTING AT&T t +!' RF FRIENDLY ENCLOSURE (TYP. OF 1 PER SECTOR, TOTAL OF 3)(BEYOND) } I H ALIR IM i VIEW NORTHWEST FROM LAFAYETTE STREET (EQUIPMENT PARTIALLY VISIBLE) SITE TYPE:RT THIS STUDY DOES NOT CLAIM IN ANY WAY SITE NO: MA3261 TO SHOW THE ONLY AREAS OF VISIBILITY. DATE:01/19/16 IT IS MEANT TO SHOW A BROAD 041111111 dt&t Hudson REPRESENTATION OF AREAS WHERE THE SITE NAME SALEM LAFAYETTE STREET EMP�SRE telecom Dee19n6ruN°® DRAWN BY:FM PROPOSED INSTALLATION MAY BE VISIBLE 320 LAFAYETTE STREET ssumm�sven BASED UPON THE BEST INFORMATION ADDRESS i6FERICA, STREET rw =ODD csys SCALE:N.T.S. FOR TIONS AVAILABLE TO VEGETATION fl �7�7 SALEM, MA 01970 FRO wcmAM.M rtono eEL(978)68 MOO Imo�sc000ne_IT LOCATIONS AVAILABLE TO DATE. FRAM INGMFM.MP 01701 TEl(9]6)606-600 6WOIx6IDxOR.'150R3Ae RL I9RBIsszme REV:O rv.nnoavx m..me«s rube ve.sma PAGE 11 OF 14 PROPOSED CONDITIONS LOCATION # 4 DATE OF PHOTO: 01-15-16 - ; h DETAIL OF I EQUIPMENT: ALPHA SECTOR r VIEW WEST FROM LAFAYETTE STREET (EQUIPMENT PARTIALLY VISIBLE) SITE TYPE:RT THIS STUDY DOES NOT CLAIM IN ANY WAY SITE NO: MA3261 14>1TO SHOW THE ONLY AREAS OF VISIBILITY. DATE:01/19/16 IT IS MEANT TO SHOW A BROAD SITE NAME:SALEM LAFAYETTE STREET atBLt Hudson REPRESENTATION OF AREAS WHERE THE EIVIP�RE tBIEICOm D"gn Gmp- DRAWN BY:FM PROPOSED INSTALLATION MAY BE VISIBLE ssumrnnsrvea BASED UPON THE BEST INFORMATION ADDRESS: azo LAFAYETTE STREET 6ESGUIRE srREET NL on xn es SCALE:N.T.S. FOR TOPOGRAPHY AND VEGETATION SALEM, MA 01970 550 GOCHITUATE ROAD BILLERICA,MAD 1862 IW]O%OODElaEC LOCATIONS AVAILABLE TO DATE. FRAMINGHAM,MA 01701 TEL'(978)608-0400 BOININGANOAIX.5011E 3'Ja0 TEL Iv�eIssAS.zci REV;6 x.ANDovEa.,.n D1M5 rr.K:Ivlal venae PAGE 12 OF 14 PROPOSED CONDITIONS LOCATION # 4 DATE OF PHOTO: 01-15-16 F i DETAIL EUUIPMENTNT- ALPHA SECTOR VIEW WEST FROM LAFAYETTE STREET (EQUIPMENT PARTIALLY VISIBLE) SITE TYPE:RT THIS STUDY DOES NOT CLAIM IN ANYWAY MA3261 TO SHOW THE ONLY AREAS OF VISIBILITY. SI1 1 M C N�= at + DATE:01/19/16 IT IS MEANT TO SHOW A BROAD SITE NAME SALEM LAFAYETTE STREET a &t Hudson ® REPRESENTATION OF AREAS WHERE THE EM RE telecom DeOp GFOUP. 6N DRAWN BY:FM PROPOSED INSTALLATION MAY BE VISIBLE p 3ZO LAFAYETTE STREET 111U0.N9FEd BASED UPON THE BEST INFORMATION ADDRESS 16 ESQUIRE STREET FXDMONl NY 1256E SCALE:N.T.S. FOR TOPOGRAPHY AND VEGETATION SALEM, MA 01970 0cocwronre aon0 BILLER ICA,MA 8400 1,TBwC E11RIn LOCATIONS AVAILABLE TO DATE. FRAMINGHAM,MA 01]01 TEL'.(9]01608-B<00 EUTENGANOM,SUITES TEL�9E......EE REV :0 PAGE 130E 14 .ANDOVER,MA.01&5 iM:�V]6�JJ65596 PROPOSED CONDITIONS LOCATION # 4 DATE OF PHOTO: 01-15-16 EXISTING AT&T RF FRIENDLY ,\` 1 ENCLOSURE (TYP. OF 2) / \ - A uN 1 n. V DETAIL OF E{lUIPMENT, PROPOSED SURGE ARRESTOR WITHIN ALPHA SECTOR ( EXISTING AT&T RF FRIENDLY 1 ENCLOSURE (TOTAL OF 2)(BEYOND) PROPOSED WCS ANTENNA WITHIN EXISTING AT&T RF FRIENDLY ENCLOSURE (TYP. OF 1 PER SECTOR, r. TOTAL OF 3)(BEYOND) PROPOSED RRH WITHIN EXISTING AT&T RF FRIENDLY ENCLOSURE (TYP. OF 1 r PER SECTOR, TOTAL OF 3)(BEYOND) F VIEW WEST FROM LAFAYETTE STREET (EQUIPMENT PARTIALLY VISIBLE) MA3261 SITE TYPE:RT THIS STUDY DOES NOT CLAIM IN ANY WAY WE NO: TO SHOW THE ONLY AREAS OF VISIBILITY. DATE:01/19/16 IT IS MEANT TO SHOW A BROAD SITE NAME SALEM LAFAYETTE STREET at&t n Hudson REPRESENTATION OF AREAS WHERE THE EMAlE telecom DOI SWOP. DRAWN BY:FM PROPOSED INSTALLATION MAY BE VISIBLE 1e1 1..' 1 BASED UPON THE BEST INFORMATION ADDRESS 320 LAFAYETTE STREET 16 ESQUIRE STREET w om,fir uses SCALE: N.T.S. FOR TOPOGRAPHY AND VEGETATION SALEM, MA 01970 666 COCHITOATE ROAD BILLERICA,MA 61662 mose000neen LOCATIONS AVAILABLE TO DATE. FRAMINGHAM,MA 01]01 TEL 19T6)6666<00 R'.dA S".",.50R Yw0 VEc heI5n5Q, REV:0 I IxDOvlc.Maoleae iuyvral aa' PAGE 14 OF 14 •••• • i , fA f9'� f ..xa. . ci tra4� AN • `: l i eA•- '. . flny{y�}'�i�'�he��.,1,q �5�� a,t�� Y�'t� 9c'.�L'1-4 r ,: ':,... •, ��"! _� EFAF'.,.o3 raw K � .i^` � f'. �` r • � ' I.: .Aca... itr��. 'IIA' t �� [ i��^...� .. �� • ' • • SrrE NO: . . 320 LAFAYETTE STREET 16ESQUIREST BET ADDRESS. 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