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10 WHITE ST - PLANNING (3) 1 U,)A Oe Sj- - - _ 8 M IS• t8 sFW CaRp - M4 x , i ri Merrill RECEIVED 1E `�EIVE Cdr -.. j Engineers and Land Surveyors T 427 Columbia Road,Hanover, MA 02339 2011 20110CT 26 PM I}-31; T:781-826-9200/F:781-826-6665 or NG & CITY CLERK rCOMMUNI Y DEE IOP NT SALEM. MASS To: Salem Planning Board Date: 10-24-17 C/O Amanda Chiancola,AICP Project NO: 15-189 Department of Planning and Community Project: BHCM Inc, Development, City Hall Annex, Floor Hazard Overlay District(FHOD) 120 Washington Street, 3rd floor Special Permit Submittal, 10 White Street Salem. MA. 01970 Salem. MA. 01970 WE ARE SENDING YOU THE FOLLOWING:® Attached Under separate cover via ❑ Shop Drawings ❑ Specifications ❑ Copy of letter ❑ Change order ® Prints 1 . ® Plans ❑ Samples Copies Drawing Date Last Revision Description 4 7-24-17 10/24/17 BHCM Inc.-Site Plan Set(13 Sheets) 9 7-24-17 10/24/17 BHCM Inc.-Site Plan Set(13 Sheets)(l 1'x17"-reduced size) — 4 10-10-17 Application Form-FHOD Special Permit 4 10-24-17 Narrative 4 10-20-17 Certification of Design Flood-proofing-Structures North 4 10-17-17 1 Mechanical Narrative-Garci-Galuska-DeSousa 1 10-24-17 $75 Filing fee(#4035,Advertising Fee-Dep$520 (#4034) ® For your approval ❑ Approved as submitted ❑ Resubmit with copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As per your request ❑ Corrections noted ❑ Return corrected prints ❑ For your review and comment(s) ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US Remarks: Electronic copy enclosed. CC: Town Clerk(* lE.M. Submittal) Signature:�` fy Ar Noah Flaherty, G.M. BHCM Inc * MY°y "Va, �V Tim Moll,Regional VP-SHM-Brewer * Email: tpozerski@merrillinc.com Attorney George Atkin * � a CITY OF SALEM PLANNING BOARD CITY OF SALEM APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: Map&Lot: y'\ - \S Owner: Q)aC \\v�G. Applicant: %Acn \n C- \\ Address/POBox: \O W\� eS�cte� Address/POBox: \® WhN2Stce(\ Ci State,Zi Code: Ole1 �O City, p Sct��m � \�1�O City, State,Zip Code; - SG�Q c n Telephone: Q�� '� � '(1��0 Telephone: I. ProiectDesc\ription'. o td %Mqt o l S II. It has been determined by the Building Inspector that the above property lies in the following area(s): A.Wetlands District: 9 Wetlands ® Buffer Zone B.Flood Hazard District: ❑ Zone A ® Zone AE X Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1) electronic copy of all application materials,including the application form and attached reports, statements,and narratives,and all project plans and drawings, shall be filed in.pdfforniat with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 1 of 3 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2')contours of the existing and proposed land surface. 4. Location of existing and proposed structures,water-courses,drainage and drainage easements,means of access,utilities,and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts,areas and zones as noted in Section IT. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-nroofine or pile construction,certification by a registered professional engineer or architect as to the elevation of flood-proofmg measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures,velocities,impact and uplift forces, and other factors associated with the base flood.Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. Permits: A list of Federal, State, and other local permits required by the applicant. E. Descrintions relative to all conditions applicable in Section IV below. IV. Conditions (Complete those sections indicated Q by the Building Inspector) In the Flood Hazard District no structure or building,including pipes and wells, shall be erected, constructed,substantially improved, enlarged, or otherwise created or moved and no area shall be paved;no earth or other material shall be stored,dumped,used as fill, excavated, or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): U 1. The proposed use will comply in all respect. to the uses and provisions of the underlying district in which the land is located. Yes V No W 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high`runoff. \ \\ \\ c \ ��er.ti GTC.. Gr�2 CP,�e_ mOye'Me1y\[ i as �a e�,y.c\eC a^�`a Qc��C1G-t�S 913.Utilities,including gas, electricity, fuel,water and sewage disposal,shall be located and constructed so as to protect against breaking, leaking, short-circuiting,grounding or igniting or any other damage due to flooding: (Pde de v rovi,\�ctails) CC v\{ FN\�S a c s o �� � a za.cMuse�s lr\ < a C 1 � u �sr 2of3 C}�4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantialrovements shall be located Landwards of the reach of mean high tide. YesV No— b. o_b. The support of new structures or sul stamial improvements shall not be,in whole or in part,by the use of fill. Yes_No_ K 5. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes—No— b. No_b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes_No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes No V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. ll� Ti,w°7t+�V, �uow Ub j ivt- qe-# r '1 a Z5 Signature of Appli ant Signature of wrier(attached consent letter is also acceptable) to//0(17 (a W 6 Date Date FEE PAID: 3 of 3 Merrill ISM& Engineers and Land Surveyors October 24, 2017 Salem Planning Board C/o Amanda Chiancola 120 Washington Street 3`d Floor Salem, MA. 01970 RE: Narrative to accompany the City of Salem Application Form Flood Hazard Overlay District (FHOD) Special Permit for BHCM's Proposed Marina Boatyard Building, 10 White Street, Salem, MA. 01970 Dear Board Members, Introduction• The following narrative is being provided to support the Flood Hazard Overlay District Special Permit submittal to construct a new Marina Boatyard Building at Brewer Hawthorne Cove Marina(BHCM Inc). BHCM Inc. is the Owner-Applicant for the project. The proposed use complies with the Salem Zoning Ordinance by means of a variance decision of the Salem Zoning Board of Appeals dated February 1, 2012. The site is completely located in a Zone AE (elevation 10) and a portion of the site is located in a VE Zone (elevation 13)flood hazard zones as shown on the most current FIRM Map, Essex County, Massachusetts, Map Number 25009C0419G, revised 7-17-14. The narrative addresses the categories as prescribed in the Application for the Flood Hazard Overlay District Special Permit review. The property is located at the end of White Street. The Marina and repair operations have been conducted on site since circa 1939. The site has successfully operated as a Marina-Boatyard for decades. The property is identifies as Parcel ID 41-0283, 20294 and 0298. The Parcels contain 1.83 +/- acres. There are three Zoning Districts on the Parcel, Business Neighborhood, Residential Two Family and Industrial. The majority of the site is Industrial. The topography from the site slopes from the end of White Street to Salem Harbor. As previously noted, almost the entire site is located in a Zone AE Floodplain at elevation 10. The Harbor side of the property has a portion of the site mapped as a Zone VE at elevation 13. The new building is located entirely in the Industrial Zone. The location of the building is in compliance with the City of Salem's Zoning Board of Appeals Decision issued to BHCM Inc, to construct a new building; The Decision is recorded at the Registry of Deeds, So. Essex#164, Book: 35676 Page: 137, recorded on February 13, 2017. Purpose: The purpose of this narrative is to demonstrate compliance with the City of Salem's Zoning Ordinance, Section 8.1 Flood Hazard Overlay District. The areas specifically addressed in this narrative are: • The protection of the health and safety of the occupants of the lands subject to seasonal flooding. •- Protection of persons and property for hazard and loss from the proposed construction of the Boatyard Building. • Preservation of the natural flood characteristics and water storage capacity of the floodplain. (508)746-6060/26 Union Street,Plymouth,MA 02360 merrMine.com/(781)826-9200/427 Columbia Road. Hanover,MA 02339 • Control contamination from potential sources of pollution, such as sewage, gas, electric, fuel and other utilities. • Demonstrate the project is compliant with the applicable federal standards for flood prone areas. Description to Support the Special Permit: The following is intended to address the project's compliance with Section 8.1, FHOD: 1. Protect health and safety of the occupants: The proposed Marina Building will be properly designed and elevated to ensure the areas that are occupied by employees and used by customers is properly elevated. The storage and bay areas are designed to ensure the site has compliant wet- proofing construction, louvres or breakaway walls. The site will be well lighted to ensure if there is a flood event,they can easily exit the building and site onto White Street. In the event of a flooding event the occupants can easily leave the site by walking or driving up White Street. White Street is directly adjacent to the proposed building. The site affords adequate and safe maneuver areas for vehicles and pedestrian access. The proposal will also improve upon pedestrian access to the site via a future public access walkway on the property. Fully compliant ADA spaces and access are provided as a part of the project. 2. Protection of persons and property from hazard or loss: The new building is located the farthest it can be landward of Salem Harbor to minimize the buildings intrusion into and impacts from flooding. All of the office and administrative areas used by employees,patrons and the public are properly elevated above the VE Zone. The underside of these areas in the VE zone will be elevated 2' above elevation 13. The maintenance and storage portions of the building will be designed with wet proof construction, reinforced concrete stem walls to withstand hydrostatic pressure, flood vents to equalize water pressure and large doors that can be opened in the event of flooding to minimize hazards or loss to the building,the property or the abutters. 3. Preservation of the natural flood characteristics and water storage capacity of the Floodplain: The proposed project will not change any of the natural characteristics and water storage capacity of the floodplain. The proposed grading and building siting will not change the current natural (existing) conditions. There is no structural alteration of the existing site closer to the Harbor than existing conditions. There is not impact on the flood storage capacity of Salem Harbor. 4. Control of Contamination: The following methods are in place to control contamination: a. The site currently has a fully compliant, EPA National Pollution Discharge Elimination System (NPDES) Industrial Multi Sector General Permit supported by a Stonnwater Pollution Prevention Plan prepared in accordance with EPA requirements for an Industrial Activity. A full program is in place for the management of hazardous materials, waste, storage, disposal, training, and maintenance, inspections, sampling and reporting (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427Columhia Road, Hanover,MA02339 to the EPA on the NET-DMR system. The program will be updated to support the proposed project. b. Utility Contamination is being prevented by two means: i. The first is properly elevating all toilets, HVAC ducts and boilers. All mechanical, electrical and fire protection systems and fixtures will comply with flood resistant construction measures as required by the current edition of the Massachusetts State Building Code, Appendix G: Flood Resistant Construction. All alarms and monitoring equipment will be properly elevated above the flood hazard area. ii. The second method of control ensures all utility and fire protection service risers will comply with wet waterproofing mounted on properly designed structural columns. The utilities are mounted on the landward side of the columns. This means all components subject to floodwater are designed to prevent floodwater entry and are waterproof. All components exposed to flood waters will be functionally isolated from the rest of the elevated systems as required by codes and regulations. The elevator will be appropriately protected with non- submersible components, such as motors and electrical connections will be properly elevated. The shaft will implement wet waterproofing or dry proofing measures to stop flood waters from entering the shaft. All thru wall or ceiling openings will be sealed to prevent floodwater intrusions and contamination. Refer to the attached report prepared by Garcia-Glauska-DeSousa, dated October 17, 2017 for additional information. All components will be inspected regularly to ensure there is no seepage,migration, overtopping or structural failures to the utilities. 5. Projects compliance with the applicable federal standards for flood prone areas: a. The applicant's Registered Professional Engineer has provided a letter certifying the project will be designed to the elevations and flood proofing measures in compliance with the applicable sections of the Massachusetts State Building Code. The certification indicates the proposed boatyard building will be designed to depths, pressures,velocities, impacts and uplift forces associated with the site's Zone AE and V flood zones. b. Coastal high hazard areas (Zone VE): The new structure is located on the landward reach of the mean high tide line. The support of the new structure is not on fill. The Structure will be supported by a Geopier rammed aggregate foundation. The Geopier will bear 2'- 0" into the sand layer approximately 15 feet below existing grade. A concrete spread footing and foundation wall will be constructed on the Geopier to ensure the structure is not supported on fill. (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200 1427 Columbia Road, Hanover,MA 02339 c. Utilities are protected against breakage, leaking or short-circuiting, grounding or igniting or damage: All mechanical equipment, gas , electricity, ducting will be elevated a minimum of 1' above the Zone AE, elevation 10 and 2' above the velocity zone, elevation 13. Ducting below elevation 15 is prohibited. All service connections will in compliance the current Edition of the Massachusetts Building Code, 780 CMR State Board of Building Regulations and Standard, Appendix G: Flood-Resistant Construction, to include but not limited to; all water will be prevented from entering any connections located below the flood hazard areas. Installation of all electrical wiring and outlets, switches and junction boxes and panels below the base flood elevations will conform to the provisions of 527 CMR.12.00. Waterproof, breakaway fitting and shutoffs will be provided as required. All floor and wall penetrations for plumbing, mechanical and electrical systems will be watertight to prevent floodwater seepage through spaces between penetration and wall construction materials. The Sanitary sewer systems shall be provided with shutoff valves or closure devices to prevent backwater flow during conditions of flooding. Compliance with Special Permit Procedure: 1. Required Plans and Drawings: The required plans and drawings are included in the submittal at a scale of 1"=20'. The set is prepared by Bloom Architecture and Merrill Engineers and Land Surveyors, registered land surveyors and professional engineers. The applicable site plan sheets comply with remaining requirements of this section. 2. Proposed development use in accordance with Section 8.1.4 Special Permitted Uses of the Salem Zoning Ordinance: Proposed Use: The current use of as a Manna-Boatyard has existed for decades and will continue as proposed with no increase in the intensity of the use. The Zoning By-Law, Section 3.0 Use Regulations indicates the used in the Industrial Zoned Area is allowed by the Zoning Board of Appeals. We should note we are not seeking any change in use, only continued use of the property as a Marina-Boatyard. 3. In case of flood-proofing or pile construction: A certification by a professional engineer and/or the architect as to the elevations of the flood-proofing measures and compliance with the applicable sections of the Massachusetts Building Code is provided concerning the depths, pressures, velocities, impact and uplift forces and other factors associated with the base flood areas present on site,the AE and VE Zones. The certifications will comply with the requirements in the current Edition of the Massachusetts Building.Code, 780 CMR State Board of Building Regulations and Standard, Appendix G: Flood-Resistant Construction, in particular certifications for plans. Stamped Architectural and Structural plans will be provided along with the required certifications (refer to the attached Certification). (508)746-6060126 union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road. Hanover,MA 02339 4. List of Permits: The following permits are required of the applicant: Permit: Agency Status-Remarks Order of Conditions (OOC) Salem Conservation Commission OOC issued 9-26-17 FHOD SP Approval Salem Planning Board Pending Chapter 91 Waterways DEP-Wetlands and Waterways Pending ACOE Pre-Construction Army Corp of Engineers Pending ENF-Finding Exec. Office of Energy & Env. Affairs Pending 5. Descriptions relative to Section IV, as shown on Section E of the Application Form Flood Hazard Overlay District Special Permit: The descriptions are contained in this report Section 2, subsections a-d. We don't address the subdivision section as the project is not a subdivision. In closing, we feel the application as submitted demonstrates compliance with the requirements of Section 8.1 Flood Hazard Overlay District requirements. We thank you for this opportunity to present the Petition to your Board. Feel free contact the undersigned with any questions. Sincerel � �SNOFA(pssc o� THOMAS A. yG FOZER50CI v IVIL r„ N0.468$9 y� Thomas A. Pozerski P.E. LEED-AP Senior Project Manager CF: BHCM Inc. Attorney George Atkins Project Team Appendices: Structures North, Certification of Design Flood proofing for New Boat Maintenance Facility, dated 10- 20-17. Garcia-Galuska-DeSousa- Brewer Yacht Club-Narrative, dated 10-17-17. 15-189. Documents-Planning-FHOD-BHCM Narrative Flood Hazard Overlay District Special Permit Submittal.prepared 10-24-17 (508)746-6060/26 union Street,Plymouth,MA 02360 merriginc.com 1(781)626-9200/427 Columbia Road. Hanover,MA 02339 Structures North oo ®®® 6 "ash" `°°y` `°"eQ°' >slen�,Massachasc+ts D+9%03517 "DN"a JLT NG ENG N°E 25 14 P,G.Idcx 01971-€56.0 T 978.7141.6€'7 1 F 978.'45.6067 W W W.SVuc[ufe5-north.cOT 20 October 2017 Salem Planning Board Attn: Ms. Amanda Chiancola 120 Washington Street, 3rd Floor Salem, MA. 01970 Reference: Brewer Hawthorne Cover Marina , 10 White Street, Salem, MA Certification of Design Floodproofing for New Boat Maintenance Facility Dear Ms. Chiancola, This certification letter is provided as a requirement of Salem, Ma Zoning Ordinance Section 8.0, Special District Regulations, Section 8.1.5 4., "Certification as to elevation of floodproofing measures and compliance with applicable sections of Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood." The design flood elevation(s) are based on the Flood Insurance Rate Map, as shown on Community Map No. 25009C0419G, effective date 16 July 2014, and is in a special flood hazard area. The easterly portion of the building containing offices is located in the VE Zone, El. 13.00 (NAVD88) with the first floor elevated to El. 16.00. The main boat servicing bays and shop occur mostly in the AE Zone,El. 10.00. The workspace is proposed to be at El. 9.3, due to approximately level grade requirements for boat travel lift equipment. The servicing bays will be approximately 10" above adjacent at the base flood elevation,which means that wet floodproofing is required. For the portion of the building in the VE zone,the underside of structure will be elevated T-0" above the flood elevation using concrete piers which are laterally braced, but allow for free flow of floodwater under the building. For the boat servicing portion of the building in the AE zone, flood vents will be provided in reinforced concrete stem walls designed for hydrostatic pressure. The flood vents allow for equalization of water pressure on either side of the building. Note that the front of the servicing bays contains large roll-up doors,which will be open in the event of flooding. Design Code requirements include the 91h Edition of the Mass State Building Code referencing ASCE 7-10 for flood lateral loads, and ASCE 24-14 for floodproofing design. These Code requirements have been used to design elevated piers for the office, flood resistant stem walls for the maintenance bays and shop, floodwater equalization louvered openings, and the use of flood resistant materials in the wet floodproofing areas in order to minimize flood damage. Brewer Hawthorne Cover Marina Structures North Consult.Engrs. Salem,MA 20 October 2017 Page 2 of 2 If you have any questions about the information in this certification letter,please do not hesitate to contact this office. Very Truly Yours, Structures North Consulting Engineers, Inc. �� E Alin qty HA NI m Edward Moll, P.E. Principal 9 a F�7s76a AL attachments: attachments: Chapter 91 Filing Page 2 of 7, indicating Flood Hazard Zone superimposed on proposed building I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASS, LGBT OF CHAP7ER 9 JVRISO106t 77DEMDS (04PHAMY P077E0 FROM U45S 015) GRAPHIGLLY 100' SETBACK PLOTTED FEMA ZONE VE EL 73 I TO T.C. �_SALE M HARBOR,� � (T.C.B.)I NFAI(LOW INR I EAN LOW \I ;\ l � j94Ei0 WA TE `067 T3I 1 X _ WATER LINE (1985 ZONE AEE 1 4,53 � � \. ZONE X \ PROPOSED MANNA 9UILOING 7,500i S.P. FRIj,JT WHITE s 'e x/rxsrF piim) YG — � 41.70 \`�_ N 1 • , OM95 SALEM �,~� - • � ; HARBOR 25.fi5' 64.22' HI9'53001W ,'..d 4.AlR 12,612,p MAP411DT0294 180 RFG • 867(9) N 9' L NIT 0 1960 - He41LOT0293 , 87 OX �•.— - 12.39' MAP41WT0296 MAP41LOT0197 NI5'38a 122'4 ,N70'4' I MAP41LOT02% 3184' � �NOFyyt, TURNER STREET \ THOMaSA,"6sN (PUBLIC-upR418(E WIOTFl7XZ2'53 7 P@IVIL crva y 1 r4o.Deese G/Sa pE aldl .tisv^I°)i) SHEET 2 OF 7 DATED: 9 9 5/17 REV: 60 0 60 Scale 1` = 60 R PIANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM. MA GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Brewer Yacht Yard Salem, MA J#647 003 00.00 L#56772/Page 1/June 7, 2017 Revised October 17, 2017 HVAC SYSTEMS NARRATIVE REPORT The following is the HVAC systems narrative, which defines the proposed scope of work and capacities of the HVAC systems, as well as, the Basis of Design. Materials and equipment furnished under this Contract shall be new, unused, first quality of a manufacturer of established reputation. 1. CODES All work installed under this Section shall comply with the Massachusetts State Building Code, IMC 2009, and all city, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood—Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.4 and C7.4 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.1 will be applied to the design where applicable. 2. DESIGN INTENT All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Mechanical work and all items incidental thereto, including commissioning and testing. 3. PROPOSED HVAC SYSTEM Summary-The following HVAC systems are proposed for the building: A. Space Heating, Ventilation and Air Conditioning 1. A hot water boiler plant will be provided in the second floor mechanical room to serve terminal heating equipment throughout the building and a radiant floor heating system for the large open shop area. The boiler plant will consist of two wall-mounted boilers with an approximate capacity of 300 MBH each, a set of two inline pumps, primary and secondary, each with a capacity of approximately 60 gpm, and all related hydronic specialties sized to fit the system capacities. 2. A radiant floor heating system shall be provided for the First Floor Product Shop Area of the building (the total first floor area estimated to have radiant floor heating system is approximately 5,000 S.F.). Tubing will be properly buried within TEL 508-998-5700 FAX 508-9980883 email:info@g-gd.com GARCIA • GALUSKA• DESOUSA Consulting Engineers Inc. Brewer Yacht Yard Salem, MA J#647 003 00.00 L#56772/Page 2/June 7, 2017 Revised October 17, 2017 the concrete slab with the appropriate number of zones and associated manifolds will be provided to maintain space temperature. This system will be provided with a three-way hot water mixing valve and inline circulators for the radiant floor system. Flow to the radiant floor heating zones shall be controlled by the use of space and floor slab temperature sensors that shall be integrated into the building ATC system. 3. A Split System Air conditioning and ventilation system shall be provided for the first and second floor office area. The unit capacity is estimated at 1600 CFM, 4 tons cooling, with a 100 MBH gas-fired furnace. The unit shall be located in the Mechanical Room. A grade-mounted remote DX (direct expansion) air cooled condensing unit shall be connected to the air handling DX cooling coil with refrigeration piping. Insulated Galvanized sheetmetal Supply and return ductwork will be distributed from the unit overhead in this area to ceiling supply and return grilles. 4. A tempered ventilation system shall be provided for the first floor metal shop area. The unit capacity is estimated at 500 CFM with a 100 MBH output gas- fired furnace. The unit shall be located on the mezzanine level. Insulated Galvanized sheetmetal Supply and return ductwork will be distributed from the unit overhead in this area to ceiling supply and return grilles. 5. A tempered ventilation system shall be provided for the second floor wood shop area. The unit capacity is estimated at 500 CFM with a 100 MBH output gas- fired furnace. The unit shall be located on the mezzanine level. Insulated Galvanized sheetmetal Supply and return ductwork will be distributed from the unit overhead in this area to ceiling supply and return grilles. 6. The Production Shop area of the building will also include gas-fired unit heaters (estimated quantity of 4) & a roof-mounted exhaust fan controlled by space temperature, humidity and gas detection system. Each unit heater will be provided with a separate wall mounted thermostat for area control. 7. Exhaust Air Systems: The following Exhaust Air Systems shall be provided: a. Toilet Exhaust Fan systems for all restrooms with building timeclock control. b. Exhaust Fan for Janitor's Closets, Utility Rooms with building timeclock control. C. Boat shop #2 exhaust system utilizing ductwork to the outdoors, terminating above the roof level. d. Metal Shop Exhaust Fan with co sensor or switch activated exhaust. e. (1) portable dust collection system shall be provided for the wood shop area. GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Brewer Yacht Yard Salem, MA J#647 003 00.00 L#56772/Page 3/June 7, 2017 Revised October 17, 2017 4. AUTOMATIC TEMPERATURE CONTROLS A. System shall be a direct digital control and building energy management system to provide complete automatic temperature control and monitoring of newly installed HVAC system. 1. Available Manufacturers: Subject to compliance with the requirements of the contract documents provide automatic temperature controls of the following manufacturer: a. Johnson Controls b. Delta C. Honeywell d. Or equal B. Automatic temperature controls will be of the low-voltage direct digital control design for the operation of all valves and actuators. A central communication network will be provided for the monitoring of all space temperatures, system setpoints, and overall control for the entire HVAC system. A central front-end workstation PC will also be provided as a user interface for access to the entire automatic temperature control system. C. Building management system shall be capable of controlling building HVAC, lighting, security systems, and additional monitoring points from the various building systems. 5. TESTING,ADJUSTING AND BALANCING All HVAC systems will be tested, adjusted and balanced in accordance nationally recognized standards (NEBB/AABC) to ensure that the systems operate per design requirements. The testing, adjusting and balancing contractor shall provide a report to the Owner, Architect and Engineer for review and approval. 6. OPERATION MANUALS, MAINTENANCE MANUALS AND OWNER TRAINING: When the project is completed, the Mechanical Contractor shall provide operation and maintenance manuals to the Owner. The Mechanical Contractor shall provide Owner training for all HVAC and ATC systems. 7. RECORD DRAWINGS AND CONTROL DOCUMENTS: When the project is completed, an as-built set of drawings, showing all mechanical system requirements from contract and addendum items, will be provided to the Owner. GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56774/Page 1/June 7, 2017 Revised October 17, 2017 PLUMBING SYSTEMS NARRATIVE REPORT The following is the Plumbing system narrative, which defines the scope of work and capacities of the Plumbing system as well as the Basis of Design. 1. CODES A. All work installed under Section 220000 shall comply with the MA Building Code, MA Plumbing Code and all state, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood — Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.3 and C7.33 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.3 will be applied to the design where applicable. 2. DESIGN INTENT A. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Plumbing work and all items incidental thereto, including commissioning and testing. 3. GENERAL A. The Plumbing Systems that will serve the project are cold water, hot water, sanitary waste and vent system, and natural gas. B. The Building will be serviced by Municipal water and Municipal sewer system. C. All Plumbing in the building will conform to Accessibility Codes and to Water Conserving sections of the Plumbing Code. 4. DRAINAGE SYSTEM A. Soil, Waste, and Vent piping system is provided to connect to all fixtures and equipment. System runs from 10 feet outside building and terminates with stack vents through the roof. B. A separate Garage Waste and Vent System is provided starting with connection to an exterior precast concrete oil/water separator running thru the shop area floor drains and terminating with a dedicated vent terminal through the roof. The oil/water separator is provided under Division 22 scope. TEL 508-998-5700 FAX 508-998-0883 email:info@gg-d.com GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56774/Page 1/June 7, 2017 Revised October 17, 2017 C. Drainage system piping will be service weight cast iron piping; hub and spigot with gaskets for below grade; no hub with gaskets, bands and clamps for above grade 2 in. and larger. Waste and vent piping 1-1/2 in. and smaller will be type 'L' copper. 5. WATER SYSTEM A. New 2-inch domestic water service from the municipal water system will be provided. A meter and backflow preventer, if required, will be provided. B. Cold water distribution main is provided. Non-freeze wall hydrants with integral back flow preventers are provided along the exterior of the building. C. Domestic hot water heating will be provided with a tank type, gas fired, high efficiency, condensing water heater. System is to be equipped with thermostatically controlled mixing devices to control water temperature to the fixtures. D. A pump will re-circulate hot water from the piping system. Water temperature will be 120 deg.to serve general use fixtures. E. Water piping will be type 'L' copper with wrot copper sweat fittings, silver solder or press- fit system. All piping will be insulated with 1 in. thick high density fiberglass. 6. GAS SYSTEM A. Natural gas service will be provided for the building and will serve the boilers, domestic water heaters, kitchen cooking equipment, roof top equipment and generator. B. Gas piping will be Schedule 40 black steel pipe with threaded gas pattern malleable fittings for 2 in. and under and butt welded fittings for 2-1/2 in. and larger. 7. FIXTURES A. Furnish and install all fixtures, including supports, connections, fittings, and any incidentals to make a complete installation. B. Fixtures shall be the manufacturer's guaranteed label trademark indicating first quality. All acid resisting enameled ware shall bear the manufacturer's symbol signifying acid resisting material. C. Vitreous china and acid resisting enameled fixtures, including stops, supplies and traps shall be of one manufacturer by Kohler, American Standard, or Eljer, or equal. Supports shall be Zurn, Smith, Josam, or equal. All fixtures shall be white. Faucets shall be Speakman, Chicago, or equal. D. Fixtures shall be as scheduled on drawings. 1. Water Closet: High efficiency toilet, 1.28 gallon per flush, floor mounted, vitreous china, siphon jet. Manually operated 1.28 gallon per flush-flush valve. GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56774/Page 1/June 7, 2017 Revised October 17, 2017 2. Lavatory: Wall hung/countertop ADA lavatory with 0.5 GPM metering mixing faucet programmed for 12 second run-time cycle. 3. Sink: MAAB/ADA stainless steel countertop sink with gooseneck faucet and 0.5 GPM aerator. 4. Drinking Fountain: Halsey Taylor hi-low wall mounted electric water cooler, stainless steel basin with bottle filling stations. 5. Janitor Sink: 24 x 24 x 10 Terrazo mop receptor Stern-Williams or equal. 8. DRAINS A. Drains are cast iron, caulked outlets; nickaloy strainers, and in waterproofed areas and roofs shall have galvanized iron clamping rings with 6 Ib. lead flashings to bond 9 in. in all directions. Drains shall be Smith, Zurn, Josam, or equal. 9. VALVES A. Locate all valves so as to isolate all parts of the system. Shutoff valves 3 in. and smaller shall be ball valves, solder end or screwed,Apollo, or equal. 10. INSULATION A. All water piping shall be insulated with snap-on fiberglass insulation Type ASJ-SSL, equal to Johns Manville Micro-Lok HP. 11. CLEANOUTS A. Cleanouts shall be full size up to 4 in. threaded bronze plugs located as indicated on the drawings and/or where required in soil and waste pipes. 12. ACCESS DOORS A. Furnish access doors for access to all concealed parts of the plumbing system that require accessibility. Coordinate types and locations with the Architect. 13. WATER HEATER A. Tank type, natural gas fired, high efficiency, condensing water heater (200,000 BTUH input/100 gallon storage). GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56775/Page 1/June 7, 2017 FIRE PROTECTION SYSTEMS NARRATIVE REPORT The following is the Fire Protection system narrative, which defines the scope of work and capacities of the Fire Protection system, as well as,the Basis of Design. 1. CODES A. All work installed under Section 210000 shall comply with the MA Building Code and all state, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood — Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.3 and C7.33 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.3 will be applied to the design where applicable. 2. DESIGN INTENT A. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Fire Protection work and all items incidental thereto, including commissioning and testing. 3. DESCRIPTION A. The building will be served by a 6-inch fire water service, double check valve assembly, wet alarm valve complete with electric bell, and fire department connection meeting local thread standards. B. System will be an automatic sprinkler system with a total of two control valve assemblies. One control valve assembly will be provided for each floor. C. Control valve assemblies shall consist of a supervised shutoff valve, check valve, flow switch and test connection with drain. D. All areas of the building, including all finished and unfinished spaces, combustible concealed spaces, all electrical rooms and closets will be sprinklered. E. All sprinkler heads will be quick response, pendent in hung ceiling areas and upright in unfinished areas. 4. BASIS OF DESIGN A. The mechanical roams, storage rooms, and electric rooms are considered Ordinary Hazard Group 1. All work shop areas are considered Ordinary Hazard Group 2; all other TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com GARCIA • GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56775/Page 1/June 7, 2017 areas are considered light hazard. B. Required Design Densities: Light Hazard Areas =0.10 GPM over 1,500 s.f. Ordinary Hazard Group 1 =0.15 GPM over 1,500 s.f. Ordinary Hazard Group 2 = 0.20 GPM over 1,500 s.f. GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56775/Page 1/June 7, 2017 C. Sprinkler spacing (max.): Light Hazard Areas=225 s.f. Ordinary Hazard Areas = 130 s.f. D. A hydrant flow test must be performed to confirm Municipal water supply capacity. 5. PIPING A. Sprinkler piping 1-1/2 in. and smaller shall be ASTM A-53, Schedule 40 black steel pipe. Sprinkler/standpipe piping 2 in. and larger shall be ASTM A-135, Schedule 10 black steel pipe. 6. FITTINGS A. Fittings on fire service piping, 2 in. and larger, shall be Victaulic Fire Lock Ductile Iron Fittings conforming to ASTM A-536 with integral grooved shoulder and back stop lugs and grooved ends for use with Style 009-EZ or Style 005 couplings. Branch line fittings shall be welded or shall be Victaulic 920/92ON Mechanical Tees. Schedule 10 pipe shall be roll grooved. Schedule 40 pipe, where used with mechanical couplings, shall be roll grooved and shall be threaded where used with screwed fittings. Fittings for threaded piping shall be malleable iron screwed sprinkler fittings. 7. JOINTS A. Threaded pipe joints shall have an approved thread compound applied on male threads only. Teflon tape shall be used for threads on sprinkler heads. Joints on piping, 2 in. and larger, shall be made up with Victaulic, or equal, Fire Lock Style 005, rigid coupling of ductile iron and pressure responsive gasket system for wet sprinkler system as recommended by manufacturer. 8. DOUBLE CHECK VALVE ASSEMBLY A. Double check valve assembly shall be MA State approved, U.L./F.M. approved, with iron body bronze mounted construction complete with supervised OS & Y gate valves and test cocks. Furnish two spare sets of gaskets and repair kits. B. Double check valve detector assembly shall be of one of the following: 1. Watts Series 757-OSY 2. Wilkins 350A-OSY 3. Conbraco Series 4S-100 4. Or equal GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 1/June 7, 2017 Revised October 17, 2017 ELECTRICAL SYSTEMS NARRATIVE REPORT The following is the Electrical system narrative, which defines the scope of work and capacities of the Power and Lighting system as well as the Basis of Design. 1. CODES All work installed under Division 26 shall comply with the Massachusetts State Building Code and all local, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood—Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.2 and C7.2 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.2 will be applied to the design where applicable. 2. DESIGN INTENT The work of Section 260000 is indicated in this narrative report. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Electrical work and all items incidental thereto, including commissioning and testing. 3. SEQUENCE OF OPERATIONS AND INTERACTIONS A. Lighting will be controlled via "addressable relays', which is achieved through programming. The control of the relays shall be by automatic means such as an occupancy sensor in each space. Lighting controls will be designed to meet the requirements of IECC 2012. B. Exterior lighting will be controlled by photocell "on"and"schedule"for"off'operation. C. Lighting in areas with available natural daylight will be automatically dimmed via addressable daylight dimming sensors, where required by ECC 2012. 4. DESCRIPTION OF THE SYSTEMS A. Electrical Distribution System- 1. ystem:1. Electrical power will be brought into the building underground via the existing utility pad mount transformer currently serving the existing structure located at the end of White St. The service to the new building will be constructed in phases as the existing shore power is fed from the existing structure that will ultimately be demolished. The new service will need to be constructed to accommodate the TEL 508-998-5700 FAX 508-998-0883 email:info@g-gd.com GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 2/June 7, 2017 Revised October 17, 2017 existing shore power. New construction service ratings are designed for a demand load of 10 watts/s.f. plus existing shore power. The service capacity will be sized for 1200 amperes with 80% rating at 277/480 volt, 30, 4wire. New lighting, power and mechanical panels will be provided to accommodate respective loads. The service capacity will be sized for 20% spare capacity. GARCIA • GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 3/June 7, 2017 Revised October 17, 2017 B. Interior Lighting System: 1. The main storage shop area will consist of LED high bay fixtures with dimming drivers. Lighting levels will be designed to approximately 40 footcandles. 2. Utility areas including welding, motor repair, mechanical/electrical rooms and tool storage will consist of rough service LED utility fixtures with dimming drivers. Lighting levels will be designed to approximately 30 foot candles. 3. Restroom lighting will consist of continuous wall slot with 3-inch regress and 6 inch supplemental downlights. Light levels will be designed to approximately 20 foot candles. 4. Office and administration areas will consist of linear direct/indirect LED fixtures with dimming drivers where ceiling height allows. Office/administration areas where ceiling height is less than 10 feet will consist of 2 ft. x 2ft. LED panels with dimming drivers. Light levels will be designed to 30 foot candles. 5. Daylight dimming will be provided on fixtures within 15 feet of glazing or skylights. Fixtures will automatically dim to predetermined light levels based on the available daylight contribution read by the local daylight dimming sensor. 6. Each area will be designed for multi-level controls. Each space will also have an occupancy sensor to turn lights off when unoccupied. 7. Light fixtures utilized shall be on the DLC approved product list to obtain utility company rebates. C. Emergency Lighting System: 1. Emergency battery units with integral light fixtures will be provided as required by code to meet the minimum levels of code to meet the minimum levels of emergency egress lighting. LED exit signs with self contained batteries will be provided throughout the building. 2. Remote emergency heads will be utilized for exterior egress path emergency lighting. D. Site Lighting System 1. Fixtures for area lighting in parking areas will be pole mounted LED "cut-off'type luminaries on 25 foot poles approximately (10) 25 foot poles will be required to appropriately light the parking area. E. Wiring Devices: 1. Convenience receptacles and cord drops will be located frequently throughout the shop and work areas for ultimate flexibility and convenience. 2. Office areas will generally have (1) duplex outlet per wall. At each workstation a double duplex receptacle will be provided. GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 4/June 7, 2017 Revised October 17, 2017 3. Corridors will have a cleaning receptacle at approximately 25 foot intervals. 4. Exterior weatherproof receptacles will be installed at exterior doors. 5. A system of computer grade panelboards with double neutrals and transient voltage surge suppressors will be provided for receptacle circuits. F. Fire Alarm System: 1. The existing Firelite MS905OUD will be re-used. 2. Smoke detectors will be provided in open areas, corridors, stairwells and other egress ways. 3. The sprinkler system will be supervised for water flow and tampering with valves. 4. Horn/strobes will be provided in egress ways, assembly spaces, open areas and other large spaces. Strobe only units will be provided in single toilets and conference rooms. 5. Manual pull stations will be provided at exit discharge doors. 6. The system will be remotely connected to automatically report alarms to fire department via method approved by Fire Department, 5. TESTING REQUIREMENTS The Electrical Contractor shall provide testing of the following systems with the Owner and Owner's representative present: • Lighting and power panels for correct phase balance. • Automatic transfer switch • Lighting control system (interior and exterior). • Fire alarm system. • Security system. Testing reports shall be submitted to the engineer for review and approval before providing to the Owner. 6. OPERATION MANUALS AND MAINTENANCE MANUALS: When the project is completed, the Electrical Contractor shall provide operation and maintenance manuals to the Owner. 7. RECORD DRAWINGS AND CONTROL DOCUMENTS: When the project is completed, an as-built set of drawings, showing all lighting and power requirements from contract and addendum items, will be provided to the Owner. GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 5/June 7, 2017 Revised October 17, 2017 8. COMMISSIONING The project shall be commissioned per Section 018000 of the specifications. ���,. f U:GKLAND"TRUST 4034. Merrill IhV//�`\ 'ROCKLAND,MA 02370 Engineers and Land Surveyors Y 427 Columbia Road,Hanover,MA 02339 -A �. .1,0/24'/201 J` ° Tel. (781)826-9200 53447173 •- ' r; - .5 PAY TOT',E - .^} ui4p F_ Salern News . a _: __ $ "'520.00 ORDER O. __ -- _ _ Five Hundred Twenty and 00/100" —DOLLARS B Salem News =« ,• - MEMOAV 11000403411° 0:0 & & 304478': 29250 & 310011' MERRILL CORPORATION 4034 Salem News 10/24/2017 Checking 3100 Check No Check Date Payee Type Payee Name Check Amt 4034 10/24/2017 Vendor Salem News 520.00 Notes: -------------------------------.__— Item \ Account Description Proiect Amount Adverting: Advertising Expenses 15189 Expense 520.00 NO Merrill IN/�\ CocKv'ND MSA 2370TRUr 4035 Engineers and Land Surveyors ITrr'+;" 27 Columbia Road,Hanover,MA 02339 . r, Tel.(781)826-9200 53 447/113 & ``°' i. L�r ;10/24/2017 PAY TO THE L W' • ORDER OF LCltyf Sa Olem ..'-_ . 4 «1r_', '- i�;.«>* ;'75.00 Seyenty_Five .and -- —' —_DOLLARS a �� , — y City of Salem w s AUTHOftILEC-SIGNATUFE,�= 11°0040 3 5112 1:0 1 & 30Le4 78t: 29 2 50 13 &00110 MERRILL CORPORATION 4035 City of Salem 10/24/2017 Checking 3100.Check No Check Date Payee Type Payee Name Check Amt 4035 10/24/2017 Vendor City of Salem 75.00 Notes: Item \ Account Description Proiect Amount Application Fee: Application Fee 15189:Expense 75.00 The Commonwealth of Massachusetts William Francis Galvin, Secretary of the Commonwealth Massachusetts Historical Commission C�''++ ` ,C October 18, 2017 OCT 2 3 2017 Barbara Newman DEPT. of P N Chief, Permits&Enforcement, Regulatory EVEL s tY GOiY�.1UNITY DEVELGFNIciVT US Army Corps of Engineers 696 Virginia Rd Concord, MA 01742-2751 RE: Brewer Hawthorne Cove Marina, 10 White Street, Salem, MA. MHC 4RC.27809.. Dear Ms. Newman: The Massachusetts Historical Commission(MHC) received the application filed with the Corps for construction of a new 7,500 square foot marina building, 30"drainage pipe, outfall, tidal gate value, revetment repair, and demolition of several structures at the Brewer Hawthorne Cove Marina property in Salem, Massachusetts. The project area is located within the Derby Waterfront Historic District(MHC#SAL.HN), listed in the National Register of Historic Places. The project area is adjacent to the House of Seven Gables Historic District(SAL.JB, SAL.HY) listed in the National Register of Historic Places and a National Historic Landmark, and the Derby Street Local Historic District (SAL.HO), listed in the State Register,of Historic Places and eligible for listing in the National Register. The MHC requests that the project information be provided to the following potentially interested or consulting parties for their review and comment to the Corps. A copy of their comments to the Corps should be provided to the MHC. Paul DePrey Superintendent NPS Salem Maritime National Historic Site 174 Derby St Salem, MA 01970 Jessica Herbert Chairperson Salem Historical Commission 120 Washington St Salem, MA 01970 220 Morrissey Boulevard, Boston, Massachusetts 02125 . (617) 727-8470 • Fax: (617) 727-5128 www.sec.state.ma.us/mhc Kara McLaughlin Executive Director The House of Seven Gables 115 Derby St Salem, MA 01970 Jennifer Firth President Historic Salem, Inc. 9 North Street Salem, MA 01970 The MHC looks forward to receiving the comments of the potentially interested or consulting parties and the determination of effect from the Corps. These comments are offered to assist in compliance with Section 106 of the National Historic Preservation Act of 1966 as amended,MGL c. 9, ss. 26-27C (950 CMR 71), MEPA(301 CMR 11), and the Nationwide Programmatic Agreement with the National Park Service. Sincerely, Edward L. Bell Deputy State Historic Preservation Officer Massachusetts Historical Commission xc: Paul DePrey,NPS Salem Maritime National Historic Park Salem Historical Commission Kara McLaughlin, The House of Seven Gables Jennifer Firth, Historic Salem, Inc. Noah Flaherty, Brewer Hawthorne Cove Marina Thomas A. Pozerski, Merrill Engineers and Land Surveyors k CITY OF SALEM PLANNING BOARD City of Salem Planning Board Will hold a public hearing for all persons interested in the application of BHCM Inc. for a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 Flood Hazard Overlay District on the property located at 8 White Street, 10 White Street and 57-R Turner Street. (Map 41; Lots 284, 283 and 298). Specifically, the applicant proposes to remove existing offices, sheds, tents and existing drainage system for the building of a new 7,500 sq. ft. boatyard and marina building, as well as installing a new drainage outfall and to upgrade utilities. The public hearing will be held on Thursday, November 16, 2017 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning & Community Development, Third Floor, 120 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board Ad to Run Dates Salem News: 11/2/2017 & 11/9/2017 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 PHONE 978.619.5685 FAX 978.740.0404 ' WWW.SALEM.COM M1 . CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: S and 10 White Street, 57 Rear Turner Street DATE: 10/26/2017 DESCRIPTION OF REQUIREMENT: Parries in Interest: ❑ The applicant V Abutters ❑ Owners of land opposite any street or way ❑ Abutters to abutters within 300 feet ❑ Planning boards of abutting cities and towns This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11) to the parcel(s) of land listed above as the project site. Assessor's Signature: &IAP� Date: all/ Number of initialed pages attached Once Certified, Return to: Amanda Chiancola Department of Planning and Community Development AFFIDAVIT OF SERVICE City of Salem provision M.G.L.,Chapter 39,Section 23D. (A City Councilor,board,or commission member,to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L.,Chapter 39 Section 23D,I,D ou A oX herebertify under the pains a d penalties of perjury that I have examined all evidence pertaining 4W Speual erwut' to S M ik SA. IO 1/JV1 i}e A ,15-1 lOfVlP Which was distributed at the single missed session on IN ,'a! which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. 0Name Date 11161 I AFFIDAVIT OF SERVICE City of Salem provision M.G.L.,Chapter 39, Section 23D. (A City Councilor, board,or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L.,Chapter 39 Section 23D,I, l Q(C)1 e Wam l ftun hereby certify under the ain§,and penalties of perjury that I have examined all evidence pertaining to f �(�UYSVi1P C�+, lUy nll C d4 +�i}TOW nM ( Which was distributed at the single missed session on IU MDU 4( 2011,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. NaDate �� �� r CITY OF SALEM UfaPLANNING BOARD SALEM.MASS City of Salem Planning Board Will hold a public hearing for all persons interested in the application of BHCM Inc. for a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 Flood Hazard Overlay District on the property located at 8 White Street, 10 White Street and 57-R Turner Street. (Map 41; Lots 284, 283 and 298). Specifically, the applicant proposes to remove existing offices, sheds, tents and existing drainage system for the building of a new 7,500 sq. ft. boatyard and marina building, as well as installing a new drainage outfall and to upgrade utilities. The public hearing will be held on Thursday, November 16, 2017 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning & Community Development, Third Floor, 120 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board Ad to Run Dates Salem News: 11/2/2017 & 11/9/2017 This notice posted on "Official Bulletin Board" City Hall, Salem, Mass. on OCT 31 2017 at /1).`3 din accordance with MGL Chap. 30A, Sections 18-25. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 - PHONE 978.619.5685 FAX 978.740.0404 . WWW.SALEM.COM Merrill I�✓0K Engineers and Land Surveyors OCT 26 2011 hl7 UCT 26 PM 1: 3 f . 427 Columbia Road, Hanover, MA 02339 V T: 781-826-9200/F: 781-826-6665 OF PLANNING & CITY CLERK COMMUNITY DE\JELOPMENT SALEM. MASS To: Salem Planning Board Date: 10-24-17 C/O Amanda Chiancola,AICP Project No: 15-189 Department of Planning and Community Project: BHCM Inc, Development, City Hall Annex, Floor Hazard Overlay District(FHOD) 120 Washington Street, 3''floor Special Permit Submittal, 10 White Street Salem. MA. 01970 Salem. MA. 01970 WE ARE SENDING YOU THE FOLLOWING:® Attached Under separate cover via ❑ Shop Drawings ❑ Specifications ❑ Copy of letter ❑ Change order ® Prints ® Plans ❑ Samples Copies Drawing Date Last Revision Description 4 7-24-17 10/24/17 BHCM Inc.-Site Plan Set(13 Sheets) 9 7-24-17 10/24/17 BHCM Inc.-Site Plan Set(13 Sheets)(11'x17"-reduced size) 4 10-10-17 Application Form-FHOD Special Permit 4 10-24-17 Narrative 4 10-20-17 Certification of Design Flood-proofing-Structures North ES10-17-17 Mechanical Narrative-Garci-Galuska-DeSousa 10-24-17 $75 Filing fee(44035,Advertising Fee-Dep$520(44034) ® For your approval ❑ Approved as submitted ❑ Resubmit with copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ Asper your request ❑ Corrections noted ❑ Return corrected prints ❑ For your review and comment(s) ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US Remarks: Electronic copy enclosed. CC: Town Clerk(* lSubmittal) Signature:�r f, UhlVw Noah Flaherty, G.M..M. BHCM Inc * Tim Moll, Regional VP-SHM-Brewer* Email: tpozerski@merrillinc.com Attorney George Atkin CITY OF SALEM PLANNING BOARD CITY OF SALEM APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: Map &Lot: "�\t ev\ oSC S 2c(`3 ��♦� qzN" Owner: C Applicant: - Address/PO Box: \O Address/PO Box: City, State, Zip Code: ScA\e1't'tl3 � D\�\�O City, State,Zip Code: SG4mn 43NCk O Telephone: Telephone: I. ProiectDescription: co e_x R M\SN \t\ 4 m o ¢ t M0�1 E ♦ \� \ \ ¢ 1 �( t II. It has been determined by the Building Inspector that the above property lies in the following area(s): A.Wetlands District: 9 Wetlands ® Buffer Zone B.Flood Hazard District: ❑ Zone A ® Zone AE Z Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2) copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1) electronic copy of all application materials, including the application form and attached reports,statements,and narratives,and all project plans and drawings, shall be filed in.pdfformat with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of V equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 1 of 3 2. The location, boundaries, and dimensions of each lot in question. 3. Two-foot(2')contours of the existing and proposed land surface. 4. Location of existing and proposed structures,water-courses,drainage and drainage easements,means of access,utilities, and sewer disposal facilities including leaching fields,if any. Proposed elevations should be noted. 5. Boundaries of all districts,areas and zones as noted in Section 11. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofing or pile construction,certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerted with flood depths,pressures,velocities, impact and uplift forces, and other factors associated with the base flood.Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. Permits: A list of Federal, State,and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section IV below. IV. Conditions (Complete those sections indicated 0 by the Building Inspector) In the Flood Hazard District no structure or building,including pipes and wells, shall be erected, constructed,substantially improved,enlarged,or otherwise created or moved and no area shall be paved;no earth or other material shall be stored, dumped,used as fill, excavated, or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): ® 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes \ No N 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high\runoff. ^e r.�,.GSce.. o,n.Z.cr,�e. MOy¢.�MZM[ intye�.c�eC vma e�eS\i\tt't\5 a WN_%At S ceS ® 3.Utilities,including gas,electricity, fuel,water and sewage disposal,shall be located and constructed so as to protect against breaking,leaking, short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) Q\\ \ es IN O v \ ��c C C v\C t'fS :-' cC It N + z 2of3 C�4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes V No_ b. The support of new structures or sul stantial improvements shall not be, in whole or in part,by the use of fill. Yes_No- 915. o_© 5. All subdivision proposals must be designed to assure that a. Such proposals minimize flood damage; Yes—No_ b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes_No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes tr_No_ \`N ecoFei l� Hb� c., S�n.iJci\�I\Siww.. V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings, City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. lz'�-Al �IMLo� lbw b✓�– `t X41?' 7,4/4�S Signature of Appli ant Signature of wrier(attached consent letter is also acceptable) I♦ /o law 6? Date Date FEE PAID: 3 of 3 Merrill ���✓/�� Engineers and Land Surveyors October 24, 2017 Salem Planning Board C/o Amanda Chiancola 120 Washington Street Yd Floor Salem, MA. 01970 RE: Narrative to accompany the City of Salem Application Form Flood Hazard Overlay District (FHOD) Special Permit for BHCM's Proposed Marina Boatyard Building, 10 White Street, Salem,MA. 01970 Dear Board Members, Introduction• The following narrative is being provided to support the Flood Hazard Overlay District Special Permit submittal to construct a new Marina Boatyard Building at Brewer Hawthorne Cove Marina(BHCM Inc). BHCM Inc. is the Owner-Applicant for the project. The proposed use complies with the Salem Zoning Ordinance by means of a variance decision of the Salem Zoning Board of Appeals dated February 1, 2012. The site is completely located in a Zone AE (elevation 10) and a portion of the site is located in a VE Zone (elevation 13) flood hazard zones as shown on the most current FIRM Map,Essex County, Massachusetts, Map Number 25009C0419G, revised 7-17-14. The narrative addresses the categories as prescribed in the Application for the Flood Hazard Overlay District Special Permit review. The property is located at the end of White Street. The Marina and repair operations have been conducted on site since circa 1939. The site has successfully operated as a Marina-Boatyard for decades. The property is identifies as Parcel ID 41-0283, 20294 and 0298. The Parcels contain 1.83 +/- acres. There are three Zoning Districts on the Parcel, Business Neighborhood, Residential Two Family and Industrial. The majority of the site is Industrial. The topography from the site slopes from the end of White Street to Salem Harbor. As previously noted, almost the entire site is located in a Zone AE Floodplain at elevation 10. The Harbor side of the property has a portion of the site mapped as a Zone VE at elevation 13. The new building is located entirely in the Industrial Zone. The location of the building is in compliance with the City of Salem's Zoning Board of Appeals Decision issued to BHCM Inc, to construct a new building; The Decision is recorded at the Registry of Deeds, So. Essex#164, Book: 35676 Page: 137, recorded on February 13, 2017. Purpose: The purpose of this narrative is to demonstrate compliance with the City of Salem's Zoning Ordinance, Section 8.1 Flood Hazard Overlay District. The areas specifically addressed in this narrative are: • The protection of the health and safety of the occupants of the lands subject to seasonal flooding. • Protection of persons and property for hazard and loss from the proposed construction of the Boatyard Building. • Preservation of the natural flood characteristics and water storage capacity of the floodplain. (508)746-6060/26 Union Street,Plymouth.MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road. Hanover,MA 02339 I • Control contamination from potential sources of pollution, such as sewage, gas, electric, fuel and other utilities. • Demonstrate the project is compliant with the applicable federal standards for flood prone areas. Description to Support the Special Permit: The following is intended to address the project's compliance with Section 8.1, FHOD: 1. Protect health and safety of the occupants: The proposed Marina Building will be properly designed and elevated to ensure the areas that are occupied by employees and used by customers is properly elevated. The storage and bay areas are designed to ensure the site has compliant wet- proofing construction, louvres or breakaway walls. The site will be well lighted to ensure if there is a flood event, they can easily exit the building and site onto White Street. In the event of a flooding event the occupants can easily leave the site by walking or driving up White Street. White Street is directly adjacent to the proposed building. The site affords adequate and safe maneuver areas for vehicles and pedestrian access. The proposal will also improve upon pedestrian access to the site via a future public access walkway on the property. Fully compliant ADA spaces and access are provided as apart of the project. 2. Protection of persons and property from hazard or loss: The new building is located the farthest it can be landward of Salem Harbor to minimize the buildings intrusion into and impacts from flooding. All of the office and administrative areas used by employees,patrons and the public are properly elevated above the VE Zone. The underside of these areas in the VE zone will be elevated 2' above elevation 13. The maintenance and storage portions of the building will be designed with wet proof construction, reinforced concrete stem walls to withstand hydrostatic pressure, flood vents to equalize water pressure and large doors that can be opened in the event of flooding to minimize hazards or loss to the building,the property or the abutters. 3. Preservation of the natural flood characteristics and water storage capacity of the Floodplain: The proposed project will not change any of the natural characteristics and water storage capacity of the floodplain. The proposed grading and building siting will not change the current natural (existing)conditions. There is no structural alteration of the existing site closer to the Harbor than existing conditions. There is not impact on the flood storage capacity of Salem Harbor. 4. Control of Contamination: The following methods are in place to control contamination: a. The site currently has a fully compliant, EPA National Pollution Discharge Elimination System (NPDES) Industrial Multi Sector General Permit supported by a Stormwater Pollution Prevention Plan prepared in accordance with EPA requirements for an Industrial Activity. A full program is in place for the management of hazardous materials, waste, storage, disposal,training, and maintenance, inspections, sampling and reporting (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com 1(781)826-9200/427 Columbia Road, Hanover,MA 02339 to the EPA on the NET-DMR system. The program will be updated to support the proposed project. b. Utility Contamination is being prevented by two means: i. The first is properly elevating all toilets, HVAC ducts and boilers. All mechanical, electrical and fire protection systems and fixtures will comply with flood resistant construction measures as required by the current edition of the Massachusetts State Building Code, Appendix G: Flood Resistant Construction. All alarms and monitoring equipment will be properly elevated above the flood hazard area. ii. The second method of control ensures all utility and fire protection service risers will comply with wet waterproofing mounted on properly designed structural columns. The utilities are mounted on the landward side of the columns. This means all components subject to floodwater are designed to prevent floodwater entry and are waterproof. All components exposed to flood waters will be functionally isolated from the rest of the elevated systems as required by codes and regulations. The elevator will be appropriately protected with non- submersible components, such as motors and electrical connections will be properly elevated. The shaft will implement wet waterproofing or dry proofing measures to stop flood waters from entering the shaft. All thru wall or ceiling openings will be sealed to prevent floodwater intrusions and contamination. Refer to the attached report prepared by Garcia-Glauska-DeSousa, dated October 17, 2017 for additional information. All components will be inspected regularly to ensure there is no seepage,migration, overtopping or structural failures to the utilities. 5. Projects compliance with the applicable federal standards for flood prone areas: a. The applicant's Registered Professional Engineer has provided a letter certifying the project will be designed to the elevations and flood proofing measures in compliance with the applicable sections of the Massachusetts State Building Code. The certification indicates the proposed boatyard building will be designed to depths, pressures, velocities, impacts and uplift forces associated with the site's Zone AE and V flood zones. b. Coastal high hazard areas (Zone VE): The new structure is located on the landward reach of the mean high tide line. The support of the new structure is not on fill. The Structure will be supported by a Geopier rammed aggregate foundation. The Geopier will bear 2'- 0" into the sand layer approximately 15 feet below existing grade. A concrete spread footing and foundation wall will be constructed on the Geopier to ensure the structure is not supported on fill. (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com /(781)826-9200/427 Columbia Road, Hanover,MA 02339 c. Utilities are protected against breakage, leaking or short-circuiting, grounding or igniting or damage: All mechanical equipment, gas , electricity, ducting will be elevated a minimum of 1' above the Zone AE, elevation 10 and 2' above the velocity zone, elevation 13. Ducting below elevation 15 is prohibited. All service connections will in compliance the current Edition of the Massachusetts Building Code, 780 CMR State Board of Building Regulations and Standard, Appendix G: Flood-Resistant Construction, to include but not limited to; all water will be prevented from entering any connections located below the flood hazard areas. Installation of all electrical wiring and outlets, switches and junction boxes and panels below the base flood elevations will conform to the provisions of 527 CMR 112.00. Waterproof, breakaway fitting and shutoffs will be provided as required. All floor and wall penetrations for plumbing, mechanical and electrical systems will be watertight to prevent floodwater seepage through spaces between penetration and wall construction materials. The Sanitary sewer systems shall be provided with shutoff valves or closure devices to prevent backwater flow during conditions of flooding. Compliance with Special Permit Procedure: 1. Required Plans and Drawings: The required plans and drawings are included in the submittal at a scale of 1"=20'. The set is prepared by Bloom Architecture and Merrill Engineers and Land Surveyors, registered land surveyors and professional engineers. The applicable site plan sheets comply with remaining requirements of this section. 2. Proposed development use in accordance with Section 8.1.4 Special Permitted Uses of the Salem Zoning Ordinance: Proposed Use: The current use of as a Marina-Boatyard has existed for decades and will continue as proposed with no increase in the intensity of the use. The Zoning By-Law, Section 3.0 Use Regulations indicates the used in the Industrial Zoned Area is allowed by the Zoning Board of Appeals. We should note we are not seeking any change in use, only continued use of the property as a Marina-Boatyard. 3. In case of flood-proofing or pile construction: A certification by a professional engineer and/or the architect as to the elevations of the flood-proofing measures and compliance with the applicable sections of the Massachusetts Building Code is provided concerning the depths, pressures, velocities, impact and uplift forces and other factors associated with the base flood areas present on site, the AE and VE Zones. The certifications will comply with the requirements in the current Edition of the Massachusetts Building Code, 780 CMR State Board of Building Regulations and Standard, Appendix G: Flood-Resistant Construction, in particular certifications for plans. Stamped Architectural and Structural plans will be provided along with the required certifications (refer to the attached Certification). (508)746-6060/26 Union Street,Plymouth,MA 02360 merriPinc.com/(781)826-9200/427 Columbia Road. Hanover,MA 02339 4. List of Permits: The following permits are required of the applicant: Permit: Agency Status-Remarks Order of Conditions (OOC) Salem Conservation Commission OOC issued 9-26-17 FHOD SP Approval Salem Planning Board Pending Chapter 91 Waterways DEP-Wetlands and Waterways Pending ACOE Pre-Construction Army Corp of Engineers Pending ENF-Finding Exec. Office of Energy &Env. Affairs Pending 5. Descriptions relative to Section IV, as shown on Section E of the Application Form Flood Hazard Overlay District Special Permit: The descriptions are contained in this report Section 2, subsections a-d. We don't address the subdivision section as the project is not a subdivision. In closing, we feel the application as submitted demonstrates compliance with the requirements of Section 8.1 Flood Hazard Overlay District requirements. We thank you for this opportunity to present the Petition to your Board. Feel free contact the undersigned with any questions. Sincerel t41 OFINgss rHOh^,ASA yGN ROZERSKI v CIVIL No.46859 OIAL E Thomas A. Pozerski P.E. LEED-AP Senior Project Manager CF: BHCM Inc. Attorney George Atkins Project Team Appendices: Structures North, Certification of Design Flood proofing for New Boat Maintenance Facility, dated 10- 20-17. Garcia-Galuska-DeSousa- Brewer Yacht Club-Narrative, dated 10-17-17. 15-189. Documents-Planning-FHOD-BHCM Narrative Flood Hazard Overlay District Speciai Permit Submittal prepared 10-24-17 (508)746-6060/26 Union Street, Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 Structures North �a ®®® S60 M`m. Wssa°s` `,0197J-'1,17 401 Safern, PAas'sachuscrts . +-n N5 J IT NG I 3:N r36 N P.G.13cx 01471-8546 7`,78J45 6617 1 F 978.%45.601,? Ww W.zMlCtures-north.com 20 October 2017 Salem Planning Board Attn: Ms. Amanda Chiancola 120 Washington Street, 3rd Floor Salem, MA. 01970 Reference: Brewer Hawthorne Cover Marina , 10 White Street, Salem, MA Certification of Design Floodproofing for New Boat Maintenance Facility Dear Ms. Chiancola, This certification letter is provided as a requirement of Salem,Ma Zoning Ordinance Section 8.0, Special District Regulations, Section 8.1.5 4., "Certification as to elevation of floodproofing measures and compliance with applicable sections of Massachusetts State Building Code concerned with flood depths,pressures, velocities, impact and uplift forces, and other factors associated with the base flood." The design flood elevation(s) are based on the Flood Insurance Rate Map, as shown on Community Map No. 25009C0419G, effective date 16 July 2014, and is in a special flood hazard area. The easterly portion of the building containing offices is located in the VE Zone,El. 13.00 (NAVD88) with the first floor elevated to El. 16.00. The main boat servicing bays and shop occur mostly in the AE Zone, EI. 10.00. The workspace is proposed to be at El. 9.3, due to approximately level grade requirements for boat travel lift equipment. The servicing bays will be approximately 10" above adjacent at the base flood elevation,which means that wet floodproofing is required. For the portion of the building in the VE zone,the underside of structure will be elevated 2'-0"above the flood elevation using concrete piers which are laterally braced, but allow for free flow of floodwater under the building. For the boat servicing portion of the building in the AE zone, flood vents will be provided in reinforced concrete stem walls designed for hydrostatic pressure. The flood vents allow for equalization of water pressure on either side of the building. Note that the front of the servicing bays contains large roll-up doors, which will be open in the event of flooding. Design Code requirements include the 9th Edition of the Mass State Building Code referencing ASCE 7-10 for flood lateral loads, and ASCE 24-14 for floodproofing design. These Code requirements have been used to design elevated piers for the office,flood resistant stem walls for the maintenance bays and shop, floodwater equalization louvered openings, and the use of flood resistant materials in the wet floodproofing areas in order to minimize flood damage. Brewer Hawthorne Cover Marina Structures North Consult. Engrs. Salem,MA 20 October 2017 Page 2 of 2 If you have any questions about the information in this certification letter,please do not hesitate to contact this office. Very Truly Yours, Structures North Consulting Engineers, Inc. 'IILA� H OF lAgss9 �' E ARD cy HA NI N Edward Moll, P.E. L Principal 4 s aQ Q F��STEp `4" AL attachments: E '\a attachments: Chapter 91 Filing Page 2 of 7, indicating Flood Hazard Zone superimposed on proposed building I HEREBY CERTIFY THAT THIS PIAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASS.. LMP!Of CHAPIFR 91 JURISOICRONAL MRANOS i N�P�LLY (GRAUNMZJLY PLOETB EROM M455 CLST 100' SETBACK PLOIffO q ZONE I VE fL 13 TO T.C. JSALEM a 1. HARBOR,� � (T.C.B.) uM Low W4 ER I 1 l 19, tp MEAN LOW 1 WA R LINE ,N6 1'7 1. N K WATER UNE 1985) EL=4.41 ZONE AE EL 16 1.53 ,-•^' •. ZONEX 1 PROPOSED MIOIICIA BUILDING 7,500± S. . F ILT wlITE ST%; \ 41.0fEMA ZONE lE EL.13 SOPERS N HSALEM ARBOR ' N. `. 66 9EV5(RP) t N6747'7few " 25 fi5' 64.22' Ntr53w vA 1110 R 11211?? E NAP 180 411D70294 RCF L 64 19.69 9AP41Wr0293 ` 187.00(6w 12,39' MAP41 WT0296 MAP41WT0297 .1 N1B7616I 1 1117IT ' ( 1a a_ MAP41 LOT0293 / ,.tHOFIL_. TURNER STREET 75 gp'/ \ FJTHpEyq p�PN (PUBLIC-UARLABL, W1D702T22'53 .� POZ'cgs¢i WIL y No.aaw59 SHEET 2 OF 7 DATED: 9/5/17 L11 eb�'��� 60 0 60 Scale 1" = 60 R PIANS ACCOMPANYING PETITION OF - BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA GARCIA • GALUSKA• DESOUSA Consulting Engineers Inc. Brewer Yacht Yard Salem, MA J#647 003 00.00 L#56772/Page 1/June 7, 2017 Revised October 17, 2017 HVAC SYSTEMS NARRATIVE REPORT The following is the HVAC systems narrative, which defines the proposed scope of work and capacities of the HVAC systems, as well as, the Basis of Design. Materials and equipment furnished under this Contract shall be new, unused, first quality of a manufacturer of established reputation. 1. CODES All work installed under this Section shall comply with the Massachusetts State Building Code, IMC 2009, and all city, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood—Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.4 and C7.4 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.1 will be applied to the design where applicable. 2. DESIGN INTENT All work is new and consists of furnishing all materials, equipment, labor,transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Mechanical work and all items incidental thereto, including commissioning and testing. 3. PROPOSED HVAC SYSTEM Summary-The following HVAC systems are proposed for the building: A. Space Heating, Ventilation and Air Conditioning 1. A hot water boiler plant will be provided in the second floor mechanical room to serve terminal heating equipment throughout the building and a radiant floor heating system for the large open shop area. The boiler plant will consist of two wall-mounted boilers with an approximate capacity of 300 MBH each, a set of two inline pumps, primary and secondary, each with a capacity of approximately 60 gpm, and all related hydronic specialties sized to fit the system capacities. 2. A radiant floor heating system shall be provided for the First Floor Product Shop Area of the building (the total first floor area estimated to have radiant floor heating system is approximately 5,000 S.F.). Tubing will be properly buried within TEL 508-998-5700 FAX 508-998-0883 email:info@g-gd.com GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Brewer Yacht Yard Salem, MA J#647 003 00.00 L#56772/Page 2/June 7, 2017 Revised October 17, 2017 the concrete slab with the appropriate number of zones and associated manifolds will be provided to maintain space temperature. This system will be provided with a three-way hot water mixing valve and inline circulators for the radiant floor system. Flow to the radiant floor heating zones shall be controlled by the use of space and floor slab temperature sensors that shall be integrated into the building ATC system. 3. A Split System Air conditioning and ventilation system shall be provided for the first and second floor office area. The unit capacity is estimated at 1600 CFM, 4 tons cooling, with a 100 MBH gas-fired furnace. The unit shall be located in the Mechanical Room. A grade-mounted remote DX (direct expansion) air cooled condensing unit shall be connected to the air handling DX cooling coil with refrigeration piping. Insulated Galvanized sheetmetal Supply and return ductwork will be distributed from the unit overhead in this area to ceiling supply and return grilles. 4. A tempered ventilation system shall be provided for the first floor metal shop area. The unit capacity is estimated at 500 CFM with a 100 MBH output gas- fired furnace. The unit shall be located on the mezzanine level. Insulated Galvanized sheetmetal Supply and return ductwork will be distributed from the unit overhead in this area to ceiling supply and return grilles. 5. A tempered ventilation system shall be provided for the second floor wood shop area. The unit capacity is estimated at 500 CFM with a 100 MBH output gas- fired furnace. The unit shall be located on the mezzanine level. Insulated Galvanized sheetmetal Supply and return ductwork will be distributed from the unit overhead in this area to ceiling supply and return grilles. 6. The Production Shop area of the building will also include gas-fired unit heaters (estimated quantity of 4) & a roof-mounted exhaust fan controlled by space temperature, humidity and gas detection system. Each unit heater will be provided with a separate wall mounted thermostat for area control. 7. Exhaust Air Systems: The following Exhaust Air Systems shall be provided: a. Toilet Exhaust Fan systems for all restrooms with building timeclock control. b. Exhaust Fan for Janitor's Closets, Utility Rooms with building timeclock control. C. Boat shop #2 exhaust system utilizing ductwork to the outdoors, terminating above the roof level. d. Metal Shop Exhaust Fan with co sensor or switch activated exhaust. e. (1) portable dust collection system shall be provided for the wood shop area. GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Brewer Yacht Yard Salem,MA J#647 003 00.00 L#56772/Page 3/June 7, 2017 Revised October 17, 2017 4. AUTOMATIC TEMPERATURE CONTROLS A. System shall be a direct digital control and building energy management system to provide complete automatic temperature control and monitoring of newly installed HVAC system. 1. Available Manufacturers: Subject to compliance with the requirements of the contract documents provide automatic temperature controls of the following manufacturer: a. Johnson Controls b. Delta C. Honeywell d. Or equal B. Automatic temperature controls will be of the low-voltage direct digital control design for the operation of all valves and actuators. A central communication network will be provided for the monitoring of all space temperatures, system setpoints, and overall control for the entire HVAC system. A central front-end workstation PC will also be provided as a user interface for access to the entire automatic temperature control system. C. Building management system shall be capable of controlling building HVAC, lighting, security systems, and additional monitoring points from the various building systems. 5. TESTING,ADJUSTING AND BALANCING All HVAC systems will be tested, adjusted and balanced in accordance nationally recognized standards (NEBB/AABC) to ensure that the systems operate per design requirements. The testing, adjusting and balancing contractor shall provide a report to the Owner, Architect and Engineer for review and approval. 6. OPERATION MANUALS, MAINTENANCE MANUALS AND OWNER TRAINING: When the project is completed, the Mechanical Contractor shall provide operation and maintenance manuals to the Owner. The Mechanical Contractor shall provide Owner training for all HVAC and ATC systems. 7. RECORD DRAWINGS AND CONTROL DOCUMENTS: When the project is completed, an as-built set of drawings, showing all mechanical system requirements from contract and addendum items, will be provided to the Owner. GARCIA • GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56774/Page 1/June 7, 2017 Revised October 17, 2017 PLUMBING SYSTEMS NARRATIVE REPORT The following is the Plumbing system narrative, which defines the scope of work and capacities of the Plumbing system as well as the Basis of Design. 1. CODES A. All work installed under Section 220000 shall comply with the MA Building Code, MA Plumbing Code and all state, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood — Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.3 and C7.33 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.3 will be applied to the design where applicable. 2. DESIGN INTENT A. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Plumbing work and all items incidental thereto, including commissioning and testing. 3. GENERAL A. The Plumbing Systems that will serve the project are cold water, hot water, sanitary waste and vent system, and natural gas. B. The Building will be serviced by Municipal water and Municipal sewer system. C. All Plumbing in the building will conform to Accessibility Codes and to Water Conserving sections of the Plumbing Code, 4. DRAINAGE SYSTEM A. Soil, Waste, and Vent piping system is provided to connect to all fixtures and equipment. System runs from 10 feet outside building and terminates with stack vents through the roof. B. A separate Garage Waste and Vent System is provided starting with connection to an exterior precast concrete oil/water separator running thru the shop area floor drains and terminating with a dedicated vent terminal through the roof. The oil/water separator is provided under Division 22 scope. TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56774/Page 1/June 7, 2017 Revised October 17, 2017 C. Drainage system piping will be service weight cast iron piping; hub and spigot with gaskets for below grade; no hub with gaskets, bands and clamps for above grade 2 in. and larger. Waste and vent piping 1-1/2 in. and smaller will be type 'L' copper. 5. WATER SYSTEM A. New 2-inch domestic water service from the municipal water system will be provided. A meter and backflow preventer, if required, will be provided. B. Cold water distribution main is provided. Non-freeze wall hydrants with integral back flow preventers are provided along the exterior of the building. C. Domestic hot water heating will be provided with a tank type, gas fired, high efficiency, condensing water heater. System is to be equipped with thermostatically controlled mixing devices to control water temperature to the fixtures. D. A pump will re-circulate hot water from the piping system. Water temperature will be 120 deg.to serve general use fixtures. E. Water piping will be type 'L' copper with wrot copper sweat fittings, silver solder or press- fit system. All piping will be insulated with 1 in. thick high density fiberglass. 6. GAS SYSTEM A. Natural gas service will be provided for the building and will serve the boilers, domestic water heaters, kitchen cooking equipment, roof top equipment and generator. B. Gas piping will be Schedule 40 black steel pipe with threaded gas pattern malleable fittings for 2 in. and under and butt welded fittings for 2-1/2 in. and larger. 7. FIXTURES A. Furnish and install all fixtures, including supports, connections, fittings, and any incidentals to make a complete installation. B. Fixtures shall be the manufacturer's guaranteed label trademark indicating first quality. All acid resisting enameled ware shall bear the manufacturer's symbol signifying acid resisting material. C. Vitreous china and acid resisting enameled fixtures, including stops, supplies and traps shall be of one manufacturer by Kohler, American Standard, or Eljer, or equal. Supports shall be Zurn, Smith, Josam, or equal. All fixtures shall be white. Faucets shall be Speakman, Chicago, or equal. . D. Fixtures shall be as scheduled on drawings. 1. Water Closet: High efficiency toilet, 1.28 gallon per flush, floor mounted, vitreous china, siphon jet. Manually operated 1.28 gallon per flush-flush valve. GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56774/Page 1/June 7, 2017 Revised October 17, 2017 2. Lavatory: Wall hung/countertop ADA lavatory with 0.5 GPM metering mixing faucet programmed for 12 second run-time cycle. 3. Sink: MAAB/ADA stainless steel countertop sink with gooseneck faucet and 0.5 GPM aerator. 4. Drinking Fountain: Halsey Taylor hi-low wall mounted electric water cooler, stainless steel basin with bottle filling stations. 5. Janitor Sink: 24 x 24 x 10 Terrazo mop receptor Stern-Williams or equal. 8. DRAINS A. Drains are cast iron, caulked outlets; nickaloy strainers, and in waterproofed areas and roofs shall have galvanized iron clamping rings with 6 Ib. lead flashings to bond 9 in. in all directions. Drains shall be Smith, Zurn, Josam, or equal. 9. VALVES A. Locate all valves so as to isolate all parts of the system. Shutoff valves 3 in. and smaller shall be ball valves, solder end or screwed,Apollo, or equal. 10. INSULATION A. All water piping shall be insulated with snap-on fiberglass insulation Type ASJ-SSL, equal to Johns Manville Micro-Lok HP. 11. CLEANOUTS A. Cleanouts shall be full size up to 4 in. threaded bronze plugs located as indicated on the drawings and/or where required in soil and waste pipes. 12. ACCESS DOORS A. Furnish access doors for access to all concealed parts of the plumbing system that require accessibility. Coordinate types and locations with the Architect. 13. WATER HEATER A. Tank type, natural gas fired, high efficiency, condensing water heater (200,000 BTUH input/100 gallon storage). GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56775/Page 1/June 7, 2017 FIRE PROTECTION SYSTEMS NARRATIVE REPORT The following is the Fire Protection system narrative, which defines the scope of work and capacities of the Fire Protection system, as well as,the Basis of Design. 1. CODES A. All work installed under Section 210000 shall comply with the MA Building Code and all state, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood — Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.3 and C7.33 will be applied to the design where applicable. FEMA P-346, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.3 will be applied to the design where applicable. 2. DESIGN INTENT A. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Fire Protection work and all items incidental thereto, including commissioning and testing. 3. DESCRIPTION A. The building will be served by a 6-inch fire water service, double check valve assembly, wet alarm valve complete with electric bell, and fire department connection meeting local thread standards. B. System will be an automatic sprinkler system with a total of two control valve assemblies. One control valve assembly will be provided for each floor. C. Control valve assemblies shall consist of a supervised shutoff valve, check valve, flow switch and test connection with drain. D. All areas of the building, including all finished and unfinished spaces, combustible concealed spaces, all electrical rooms and closets will be sprinklered. E. All sprinkler heads will be quick response, pendent in hung ceiling areas and upright in unfinished areas. 4. BASIS OF DESIGN A. The mechanical rooms, storage rooms, and electric rooms are considered Ordinary Hazard Group 1. All work shop areas are considered Ordinary Hazard Group 2; all other TEL 508-998-5700 FAX 508-998-0883 email:info@gy-d.com GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56775/Page 1/June 7, 2017 areas are considered light hazard. B. Required Design Densities: Light Hazard Areas= 0.10 GPM over 1,500 s.f. Ordinary Hazard Group 1 = 0.15 GPM over 1,500 s.f. Ordinary Hazard Group 2 = 0.20 GPM over 1,500 s.f. GARCIA • GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56775/Page 1/June 7, 2017 C. Sprinkler spacing (max.): Light Hazard Areas =225 s.f. Ordinary Hazard Areas= 130 s.f. D. A hydrant flow test must be performed to confirm Municipal water supply capacity. 5. PIPING A. Sprinkler piping 1-1/2 in. and smaller shall be ASTM A-53, Schedule 40 black steel pipe. Sprinkler/standpipe piping 2 in. and larger shall be ASTM A-135, Schedule 10 black steel pipe. 6. FITTINGS A. Fittings on fire service piping, 2 in. and larger, shall be Victaulic Fire Lock Ductile Iron Fittings conforming to ASTM A-536 with integral grooved shoulder and back stop lugs and grooved ends for use with Style 009-EZ or Style 005 couplings. Branch line fittings shall be welded or shall be Victaulic 920/92ON Mechanical Tees. Schedule 10 pipe shall be roll grooved. Schedule 40 pipe, where used with mechanical couplings, shall be roll grooved and shall be threaded where used with screwed fittings. Fittings for threaded piping shall be malleable iron screwed sprinkler fittings. 7. JOINTS A. Threaded pipe joints shall have an approved thread compound applied on male threads only. Teflon tape shall be used for threads on sprinkler heads. Joints on piping, 2 in. and larger, shall be made up with Victaulic, or equal, Fire Lock Style 005, rigid coupling of ductile iron and pressure responsive gasket system for wet sprinkler system as recommended by manufacturer. 8. DOUBLE CHECK VALVE ASSEMBLY A. Double check valve assembly shall be MA State approved, U.L./F.M. approved, with iron body bronze mounted construction complete with supervised OS & Y gate valves and test cocks. Furnish two spare sets of gaskets and repair kits. B. Double check valve detector assembly shall be of one of the following: 1. Watts Series 757-OSY 2. Wilkins 35OA-OSY 3. Conbraco Series 4S-100 4. Or equal GARCIA• GALUSKA• DESOUSA Consulting Engineers .Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 1/June 7, 2017 Revised October 17, 2017 ELECTRICAL SYSTEMS NARRATIVE REPORT The following is the Electrical system narrative, which defines the scope of work and capacities of the Power and Lighting system as well as the Basis of Design. 1. CODES All work installed under Division 26 shall comply with the Massachusetts State Building Code and all local, county, and federal codes, laws, statutes, and authorities having jurisdiction. Flood—Resistant Construction Methods as described in the IBC Appendix G Part G1001.6 will be designed as part of the project to protect Mechanical and Electrical Systems that are within a Flood Hazard Zone. ASCE Standard 24-05 7.2 and C7.2 will be applied to the design where applicable. FEMA P-348, Edition 2 / February 2017 Protecting Building Utility Systems from Flood Damage Section 5.2 will be applied to the design where applicable. 2. DESIGN INTENT The work of Section 260000 is indicated in this narrative report. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Electrical work and all items incidental thereto, including commissioning and testing. 3. SEQUENCE OF OPERATIONS AND INTERACTIONS A. Lighting will be controlled via "addressable relays", which is achieved through programming. The control of the relays shall be by automatic means such as an occupancy sensor in each space. Lighting controls will be designed to meet the requirements of IECC 2012. B. Exterior lighting will be controlled by photocell"on"and"schedule"for"off'operation. C. Lighting in areas with available natural daylight will be automatically dimmed via addressable daylight dimming sensors,where required by IECC 2012. 4. DESCRIPTION OF THE SYSTEMS A. Electrical Distribution System: 1. Electrical power will be brought into the building underground via the existing utility pad mount transformer currently serving the existing structure located at the end of White St. The service to the new building will be constructed in phases as the existing shore power is fed from the existing structure that will ultimately be demolished. The new service will need to be constructed to accommodate the TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com GARCIA • GALUSKA • DESOUSA ' Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 2/June 7, 2017 Revised October 17, 2017 existing shore power. New construction service ratings are designed for a demand load of 10 watts/s.f. plus existing shore power. The service capacity will be sized for 1200 amperes with 80% rating at 277/480 volt, 30, 4wire. New lighting, power and mechanical panels will be provided to accommodate respective loads. The service capacity will be sized for 20% spare capacity. GARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA 0647 003 00.00 L#56768/Page 3/June 7, 2017 Revised October 17, 2017 B. Interior Lighting System: 1. The main storage shop area will consist of LED high bay fixtures with dimming drivers. Lighting levels will be designed to approximately 40 footcandles. 2. Utility areas including welding, motor repair, mechanical/electrical rooms and tool storage will consist of rough service LED utility fixtures with dimming drivers. Lighting levels will be designed to approximately 30 foot candles. 3. Restroom lighting will consist of continuous wall slot with 3-inch regress and 6 inch supplemental downlights. Light levels will be designed to approximately 20 foot candles. 4. Officer and administration areas will consist of linear direct/indirect LED fixtures with dimming drivers where ceiling height allows. Office/administration areas where ceiling height is less than 10 feet will consist of 2 ft. x 2ft. LED panels with dimming drivers. Light levels will be designed to 30 foot candles. 5. Daylight dimming will be provided on fixtures within 15 feet of glazing or skylights. Fixtures will automatically dim to predetermined light levels based on the available daylight contribution read by the local daylight dimming sensor. 6. Each area will be designed for multi-level controls. Each space will also have an occupancy sensor to turn lights off when unoccupied. 7. Light fixtures utilized shall be on the DLC approved product list to obtain utility company rebates. C. Emergency Lighting System: 1. Emergency battery units with integral light fixtures will be provided as required by code to meet the minimum levels of code to meet the minimum levels of emergency egress lighting. LED exit signs with self contained batteries will be provided throughout the building. 2. Remote emergency heads will be utilized for exterior egress path emergency lighting. D. Site Lighting System 1. Fixtures for area lighting in parking areas will be pole mounted LED "cut-off' type luminaries on 25 foot poles approximately (10) 25 foot poles will be required to appropriately light the parking area. E. Wiring Devices: 1. Convenience receptacles and cord drops will be located frequently throughout the shop and work areas for ultimate flexibility and convenience. 2. Office areas will generally have (1) duplex outlet per wall. At each workstation a double duplex receptacle will be provided. GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 4/June 7, 2017 Revised October 17, 2017 3. Corridors will have a cleaning receptacle at approximately 25 foot intervals. 4. Exterior weatherproof receptacles will be installed at exterior doors. 5. A system of computer grade panelboards with double neutrals and transient voltage surge suppressors will be provided for receptacle circuits. F. Fire Alarm System: 1. The existing Firelite MS905OUD will be re-used. 2. Smoke detectors will be provided in open areas, corridors, stairwells and other egress ways. 3. The sprinkler system will be supervised for water flow and tampering with valves. 4. Horn/strobes will be provided in egress ways, assembly spaces, open areas and other large spaces. Strobe only units will be provided in single toilets and conference rooms. 5. Manual pull stations will be provided at exit discharge doors. 6. The system will be remotely connected to automatically report alarms to fire department via method approved by Fire Department. 5. TESTING REQUIREMENTS The Electrical Contractor shall provide testing of the following systems with the Owner and Owner's representative present: • Lighting and power panels for correct phase balance. • Automatic transfer switch • Lighting control system (interior and exterior). • Fire alarm system. • Security system. Testing reports shall be submitted to the engineer for review and approval before providing to the Owner. 6. OPERATION MANUALS AND MAINTENANCE MANUALS: When the project is completed, the Electrical Contractor shall provide operation and maintenance manuals to the Owner. 7. RECORD DRAWINGS AND CONTROL DOCUMENTS: When the project is completed, an as-built set of drawings, showing all lighting and power requirements from contract and addendum items,will be provided to the Owner. �I GARCIA• GALUSKA• DESCUSA Consulting Engineers Inc. Renovations to the Brewer Yacht Yard's Marinas Salem, MA J#647 003 00.00 L#56768/Page 5/June 7, 2017 Revised October 17, 2017 8. COMMISSIONING The project shall be commissioned per Section 018000 of the specifications. Merrill lli��/��\ ROGKLAtgiDTwST 4034 q ROCKLAND,MA 02370 Engineers and Land surveyors h 1 " 427 Columbia Road,Hanover,MA 02339 53-447/113 10/24/2017 Tel. (781)82&8200 ¢" PAY TO THE ORDER DE --Salem News ' $ **520.00 Five Hundred Twenty and 00/100*'*"*""' _ DOLLARS y Salem News fi wF /jam////A/y�JZif MEMO 'wee+°�3 y gUTYOkIZEV SIGNATURb 11.00403411' 1:0 1 1 3044 781: 2 9 2 50 1 3 100110 MERRILL CORPORATION 4034 Salem News 10/24/2017 Checking 3100 Check No Check Date Payee Type Payee Name Check Amt 4034 10/24/2017 Vendor Salem News 520.00 Notes: Item \ Account — Description -- — -----------Pr__y_t --_� -------__--Amount Adverting _ Advertising Expenses _ 15189.Expense. 520.00 M e r r Ro KKLAD DI TRUST 4035 Engineers and Land surveyors ..`- m 427 Columbia Road,Hanover,MA 02339 +��•. , 10/24/201 p1Fr Tel.(781)826-9200 53z44711-13 PAY TO THE 4" yf 61 ORDER OF_�Gtv of Salem �,..r�' t., $ ==75.00 s.. . ' _- F f Seventy_Five and DOLLAR- City OLLARSCity of Salem N MEMOaureoR'790-S"rvaruae 11500403511' 1001130f.I' mi: 292501310011' MERRILL CORPORATION 4035 City Of Salem 10/24/2017 Checking 3100 Check No Check Date Payee Typ Payee Name Check Amt 4035 10/24/2017 Vendor City of Salem 75.00 Notes: Item \ Account Description Proiect Amount Application Fee: __ Application Fee 15189:Expense 75.00 k CITY OF SALEM PLANNING BOARD City of Salem Planning Board Will hold a public hearing for all persons interested in the application of BHCM Inc. for a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 Flood Hazard Overlay District on the property located at 8 White Street, 10 White Street and 57-R Turner Street. (Map 41; Lots 284, 283 and 298). Specifically, the applicant proposes to remove existing offices, sheds, tents and existing drainage system for the building of a new 7,500 sq. ft. boatyard and marina building, as well as installing a new drainage outfall and to upgrade utilities. The public hearing will be held on Thursday, November 16, 2017 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning & Community Development, Third Floor, 120 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board Ad to Run Dates Salem News: 11/2/2017 & 11/9/2017 Please bill Ronan, Segal & Harrington's account directly for the cost of this ad: Ronan, Segal& Harrington Attn: George W. Atkins III 65 Congress St. Salem, MA 01970 Tel. 978-744-0350 x 107 Fax 978-744-7493 gwa@ronansegal.com 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • PHONE 978.619.5685 FAX 978.740.0404 • WWW.SALEM.COM 1A "im.n;:YFTsmRm -\� Q` tJe.np8WIa1 QFNonHd > �� [17115d.No W LIRmy ^ aaamw D. Tam Bmne.H iP OAO IMIUS ".HW ftuldn,T.Lobo. 1A Town. NO LW.I. Bei/ JF cm 1A ��P 416R � w MWft 2QDOR =3 Off mwna (r M �� s oom �C9 N op 0j - 10 r 4 J 1A a 1A 114 t yIAR-D—S-T-R-EE7 114 t`. m.mu.n.wn.nmlune.m we+.earwlmom�nlw..m p.mtlM pur.o.v.vnH:iM . —ponme...m.n.m..m mn resp.n.lbb.wm.mkwew mromw...mmm�a m.me.. IA 0 1300 2600 ft Printed on 10126/2017 at 05:01 PM Parcel ID:41-0284-0 Parcel ID:41-0283-0 Parcel ID:41-0298-0 BHCM INC BHCM INC BHCM INC 10 WHITE ST 10 WHITE ST 10 WHITE ST SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 Parcel ID:41-0033-801 Parcel ID:41-0033-802 Parcel ID:41-0033-803 BARTON PAMELA JOY PERRY JACOB RAPPOLI REED A 110 DERBY STREET U1 110 DERBY STREET UNIT 2 110 DERBY STREET U3 SALEM, MA 01970 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:41-0034-0 Parcel ID:41-0035-0 Parcel ID:41-0036-0 LAYNE TINA LEYSER KOWALSKI WILLIAM W JR BRADBURY GEORGE 106 DERBY STREET 104 DERBY STREET BRADBURY JODI SALEM,MA 01970 SALEM, MA 01970 102 DERBY STREET SALEM, MA 01970 Parcel ID:41-0037-0 Parcel ID:41-0038-801 Parcel ID:41-0038-802 SHEA MARTINE SACHAR MARK ELEFTHERION SHARI 100 DERBY STREET 26 CARLTON STREET U1 26 CARLTON STREET UNIT 2 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0039-801 Parcel ID:41-0039-802 Parcel ID:41-0039-803 BURKE CHRISTINE BABBITT REBECCA K STOCKDALE BRYSON 24 CARLTON ST U1 24 CARLTON STREET U2 24 CARLTON STREET U3 SALEM,MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0061-801 Parcel ID:41-0061-802 Parcel ID:41-0061-803 DENNESEN DAVID READ ALLISON MOORE GLENN DENNESEN JESSICA M 27 TURNER ST UNIT 2 ATHERTON CASSANDRA L 7 PINEWOOD AVENUE SALEM, MA 01970 APT 601, 341 ASCOT VALE ROAD BEVERLY, MA 01915 VIC 3039 AUSTRALIA,AU 03039 Parcel ID:41-0062-801 Parcel ID:41-0062-802 Parcel ID:41-0062-803 MCGINLEY BRITTANY A STEINKE ERIKA C OSBORNE JOHN J JR MCGINLEY CONOR 33 CARLTON STREET U2 33 CARLTON ST U3 5140 LEATHERMANS WALK SALEM, MA 01970 SALEM, MA 01970 PIPERSVILLE, PA 18947 Parcel ID:41-0062-804 Parcel ID:41-0062-805 Parcel ID:41-0062-806 NELSON JOEL M VACON MELISSA PURCELL ROBERTA J 33 CARLTON ST U4 59 MEMORIAL DRIVE 33 CARLTON ST U6 SALEM, MA 01970 - SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0062-807 Parcel ID:41-0062-808 Parcel ID:41-0062-809 ARMSTRONG JULIE A LORETTE HECTOR V WALSH WENDY 94 DERBY STREET U7 LORETTE KIMBERLY M PASCHETTO THOMAS V SALEM;MA 01970 94 DERBY ST U8 94 DERBY STREET U9 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0063-801 Parcel ID:41-0063-802 Parcel ID:41-0063-803 MERRITHEW BENJAMIN J ST. GERMAINE LUKE WHITE-OSULLIVAN FAMILY AINSWORTH LISA D 92 DERBY STREET U2 OSULLIVAN DAVID F/WHITE 92 DERBY STREET U1 SALEM, MA 01970 92 DERBY STREET U3 SALEM, MAO 1970 SALEM, MA 01970 l[ Parcel ID:41-0064-0 Parcel ID:41-0065-801 Parcel ID:41-0065-802 MACIONE RYAN MANSO KATHLEEN A CWT REALTY TRUST THE MACIONE AMBER 26 BECKET ST U1 CRUGER CHRISTOPHER W TR 86 DERBY STREET SALEM, MA 01970 54 CHESTNUT STREET SALEM, MA 01970 MARBLEHEAD, MA 01945 Parcel ID:41-0065-803 Parcel ID:41-0066-801 Parcel ID:41-0066-802 LEBICZ SAMANTHA CROW KATHERINE M LARSON ROBERT J 26 BECKET STREET U3 22R BECKET STREET UR 22 BECKET STREET UA SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 Parcel ID:41-0066-803 Parcel ID:41-0066-804 Parcel ID:41-0091-0 LIBBY DANIEL M VANDERBURG EMILY LORD NATHANIEL R HARDCASTLE DEVON TYLER 22 BECKET STREET UC 27 CARLTON ST 22B BECKET STREET UNIT B SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0092-801 Parcel ID:41-0092-802 Parcel ID:41-0093-0 TILLEY KYLE L SORRENTO DONNA 82 DERBY STREET, LLC NORMAND SHERRI L 29 CARLTON STREET U2 53 HICKORY LANE 18 HOMESTEAD CIRCLE SALEM, MA 01970 BOXFORD, MA 01921 SOUTH HAMILTON, MA 01982 Parcel ID:41-0094-0 Parcel ID:41-0271-0 Parcel ID:41-0275-0 STEFFEN GREGORY A FOOTPRINT POWER SALEM FRISCH JONATHAN M STEFFEN SHEILA A HARBOR REAL DEVELOPMENT FRISCH RAQUEL L 78 DERBY STREET 24 FORT AVENUE 68 DERBY STREET SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0276-0 Parcel ID:41-0277-0 Parcel ID:41-0278-0 SAVICKEY RICHARD E H D E T REALTY TRUST CITY OF SALEM THE 36 DEARBORN STREET MACKEY DANIEL J TR 93 WASHINGTON STREET SALEM, MA 01970 P 0 BOX 366 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:41-0279-0 Parcel ID:41-0281-0 Parcel ID:41-0282-0 VETERANS OF FOREIGN WARS V F W OF THE UNITED MACDONALD EDWARD A WITCH CITY POST 1524 WITCH CITY POST NO 1524 BARROWS JENNA K 95 DERBY STREET P.O.BOX 332 3 WHITE ST SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 r Parcel ID:41-0285-801 Parcel ID:41-0285-802 Parcel ID:41-0285-803 MCCAULEY DENISE M MERCHANT BRADLEY MICHAEL 6 WHITE STREET,UNIT 3 6 WHITE ST U1 MERCHANT HANNAH BURKE JOHN J JR/JUDITH SALEM, MA 01970 6 WHITE ST U2 17 CENTRAL STREET UNIT 2 SALEM, MA 01970 SALEM,MA 01970 Parcel ID:41-0285-804 Parcel ID:41-0286-0 Parcel ID:41-0287-0 NARANJO CAROL JORDAN DOLORES T MIELI ALBERT J MARTIN SANDY J 97 DERBY STREET 9 LEMON STREET 6 WHITE STREET U4 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0288-801 Parcel ID:41-0288-802 Parcel ID:41-0289-0 SWILLING EMILY JOY MCCORMACK PATRICK J MILMAN HEIDI 105 DERBY STREET OF 105 DERBY ST UR 109 DERBY ST SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0290-801 Parcel ID:41-0290-802 Parcel ID:41-0290-803 MO-MARR REALTY TRUST MILES SHAWN M CHAMPA ROBIN D BLATTBERG G/TWOMEY J TRS 111 DERBY STREET UNIT 2 111 DERBY ST U3 10 NAPLES RD SALEM, MA 01970 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:41-0291-0 Parcel ID:41-0292-0 Parcel ID:41-0293-0 WENGENROTH RAYMOND KIRSCH EVAN P LAVOIE MARGARET F 26 THORNDIKE STREET KIRSCH MEGHAN B C/O JOSEPH RICHARD BEVERLY, MA 01915 39 TURNER ST 41 TURNER ST SALEM, MA 01970 SALEM,MA 01970 Parcel ID:41-0294-0 Parcel ID:41-0295-801 Parcel ID:41-0295-802 HEADLAND LARRY ALEXANDER JAMIN KRISAK ALEX ALDRICH WALSH TERESA 45 TURNER STREET U1 ALDRICH HOPE A 43 TURNER ST SALEM, MA 01970 47 TURNER STREET U2 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:41-0296-0 Parcel ID:41-0297-801 Parcel ID:41-0297-802 NORTHRUP SANDRA J ROSENBAUM JOSHUA ZBYSZYNSKI JOHN F 49 TURNER STREET DEROSA CLAIRE ZBYSZYNSKI CHRISTIN HATCH SALEM, MA 01970 53 TURNER ST U1 55 TURNER STREET U2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0299-0 Parcel ID:41-0300-601 Parcel ID:41-0300-602 HOUSE OF SEVEN GABLES HOUSE OF SEVEN GABLES HOUSE OF SEVEN GABLES SETTLEMENT ASSOCIATION SETTLEMENT ASSOCIATION SETTLEMENT ASSOCIATION 115 DERBY STREET 115 DERBY STREET 115 DERBY STREET SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 Parcel ID:41-0300-603 Parcel ID:41-0300-604 Parcel ID:41-0300-605 HOUSE OF SEVEN GABLES HOUSE OF SEVEN GABLES HOUSE OF SEVEN GABLES SETTLEMENT ASSOCIATION SETTLEMENT ASSOCIATION SETTLEMENT ASSOCIATION 115 DERBY STREET 115 DERBY STREET 115 DERBY STREET SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0300-606 Parcel ID:41-0301-0 Parcel ID:41-0303-0 HOUSE OF SEVEN GABLES BYSTROM DAVID E HOUSE OF THE SEVEN SETTLEMENT ASSOCIATION 42 TURNER STREET SETTLEMENT ASSOC 115 DERBY STREET SALEM,MA 01970 115 DERBY STREET SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0307-0 Parcel ID:41-0308-0 Parcel ID:41-0309-0 WALLER TODD A.H. MORGAN DANIEL E LUZINSKI FAMILY TRUST WALLER KIMBERLY A 24 1/2 HARDY ST LUZINSKI PHYLLIS J TR 26 HARDY ST SALEM, MA 01970 24 HARDY STREET SALEM, MA 01970 SALEM,MA 01970 Parcel ID:41-0334-801 Parcel ID:41-0334-802 Parcel ID:41-0334-803 FURLONG MICHAEL F DORSEY MARIA FRANK DAVID L 4 BLANEY ST U1 DORSEY JERRY 81 BRIDGE STREET SALEM, MA 01970 4 BLANEY STREET U2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0334-804 Parcel ID:41-0334-805- ODONNELL SHANNON CORMIER MICHELE T 87 HULL STREET 4 BLANEY STREET US BEVERLY, MA 01915 SALEM, MA 01970