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10 WHITE STREET - ZONING R E( A._, NE � � Merrill OCT 13 2017 Engineers and Land Surveyors 427 Columbia Road,Hanover,MA 02339 DEPT. OF PL.A�INING 8 �' T:781-826-9200 COMMUNITY DEVELOPMEN16 Union Street,Plymouth, MA 02360 Department of Environmental Protection T:508-746-6060 Headquarters 9'r. To: C/o Benjamin Lynch or Designee Date: 10-11-2017 Waterways Regulation Program Project No: 15-189 One Winter Street Project: 10 White Street Boston, Massachusetts 02108 Salem, Massachusetts 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 1 Waterways Application Transmittal # X276283 ® 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: CC: File 4na� Signature: 0 Email: tpozerski@merrillinc.com Merrill l��INK Engineers and Land Surveyors September 18, 2017 Department of Environmental Protection Headquarters C/o Benjamin Lynch or Designee Waterways Regulation Program One Winter Street Boston, Massachusetts 02108 RE: WATERWAYS APPLICATION Transmittal Number X276283 BHCM Inc. Proposed Marina Boatyard Building, stormwater improvements and partial revetment repair 10 White Street, Salem, MA. Dear Mr. Lynch Introduction: BHCM Inc is filing the Chapter 91 application for the proposed construction of 7,500 s.f. footprint water dependent Marina Boatyard Building in historically filled tidelands. An existing municipal-private drainage pipe and outfall will be removed and replaced with a new outfall. The installation of the new outfall will require work in the existing revetment in filled and flowed tidelands. Infrastructure improvements are proposed as well. The purpose of the application is to construct a New Boatyard building and provide stormwater quality with infrastructure improvements. The New facility will allow BHCM to conduct Marina Operations storage and maintenance inside the building. Background: In accordance with the Public Waterfront Act, 30 CMR 9.00 the Brewer Hawthorne Cove Marina (BHCM Inc.) is applying for a Chapter 91 Waterways Application for the Water- Dependent Use. The applicant is applying for a BRP WW01b Water-Dependent License with a licensing period of 30 years. The project is adjacent to Salem Harbor and contains historically filled tidelands and flowed tidelands below the mean high watermark. The area is in not contained within an Area of Critical Environmental Concern (ACEC). The entire site is mapped as a Zone AE, elevation 10 and a portion of the site is contained in a Velocity Zone, elevation 13, as shown on FIRM Map Number 25009C0419G, dated July 16, 2014. A portion of the site is located in the Designated Port Area for Salem Harbor. No filling or work is proposed any closer to Salem Harbor than the toe of the existing revetment. (508)746-6060/26 union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road. Hanover,MA 02339 } Proposed Proiect Plans-Application, Permits and Certifications: Proposed Project Plans: The Chapter 91 Waterways Plans and application provided in this submittal are prepared in accordance with the Chapter 91 Waterways License Application, Appendix A: License Plan Checklist and Appendix C: Application Completeness Checklist. Appendix B: Dredging Permit is not applicable, as no dredging is proposed. The proposed marina building is located in historically filled tidelands and the Zone AE at elevation 10. A portion of the building is located in the Zone VE, elevation 13. The entire structure is located above the mean annual high water line. The proposed location of the new building requires the removal of the existing municipal- private drainage system which discharges into Salem Harbor via an existing 24" RCP drain in the revetment area. A new drainage system is proposed from the end of White Street thru the site via a new 30" RCP outfall pipe in a similar location as the existing outfall. The existing, revetment in the vicinity of the stormwater outfall area will be reconstructed as shown on the attached plans. The reconstructed revetment will be no closer to the Harbor than the toe of slope of the existing revetment. Stormwater Quality improvements are proposed such as: deep sump catch basins with gas traps, rooftop recharge system, a First Defender treatment unit, tidal gate and long term stormwater pollution prevention plan (SWPPP). The proposed project complies with the DEP's Stormwater Management Regulations. Public access and use areas are proposed for the site. The proposed plan and application complies with 310 CMR 9.00 purpose as shown below: • . The proposal protects and promotes the public interests in tidelands as codified in the Colonial Ordinance of 1641-47. • Preserves and protects the rights of tidelands of the inhabitants of Commonwealth are utilized for water-dependent uses. • Protects public health, safety and general welfare in the tidelands. The proposed stormwater management system will improve the quality of stormwater discharging into Salem Harbor. The new facility will provide a modern facility for completing marina operations inside a new building. The public access area provides designated safe areas for public use while protecting their welfare. • Supports public and private efforts to revitalize an urban waterfront area. The new facility, site and infrastructure improvements will provide a new, modern and clean looking revitalized boatyard facility which promotes public accessibility. • Fosters the rights of the people to clean air and water, freedom from excessive noise and the natural scenic, historic and aesthetic qualities of their environment. The new facility and stormwater improvements will result in improved indoor maintenance operations inside of a new building designed in keeping with the area. The indoor maintenance activities will result in a quieter environment. Stormwater quality will be improved prior to discharging into Salem Harbor. The proposed building and site improvements will enhance the historic and aesthetic qualities of the area. In closing, we have attached a formal request for a MEPA Advisory opinion from the Executive Office of Energy and Environmental Affairs (EOEEA). The project as proposed protects public health, environment and safety. The improvements provides revitalization of the area in an environmentally responsible manner while ensure public accessibility is provided. Enclosed (508)746-6060/26 Union Street,Plymouth.MA 02360 merrillinc.com 1(781)826-9200/427 Columbia Road, Hanover,MA 02339 i you will find a copy of the Notice of Intent filed on the project. The Order of Conditions for NE 064-0636 is pending and will be forwarded to your office after it is issued by the Salem Conservation Commission. Feel free to contact the undersigned with any questions or comments at 505-746-6060 or email me at tpozerski(a)merrillinc.com. Sincerely, SH OF+Vq , 7 THOMAS A. ,, POZERSKI �', 140.46858 OVAL t" Thomas A. Pozerski, P.E. LEED-AP Senior Project Manager Attachments: DEP Chapter 91 Waterways Application Transmittal Number X276283 Chapter 91 Plan Set BHCM Inc. (7 Sheets), dated 9-18-17 Transmittal form for Permit Application and copy of the $330 filing fee. EOEEA, Request for an Advisory Opinion, dated 9-18-17 Common Boundary-50' Abutters List MA-GIS TOPO, ACEC, NHESP FIRM MAP Community Panel # FM25009C0419G, dated 7-16-14 NE 064-0636 Notice of Intent Submittal CF: Applicant Attorney George Atkins Abutters-Common-50' Salem Board of Selectman Salem Planning Board Salem Conservation Commission Salem Harbormasters Office Robert Boeri, Review Coordinator Coastal Zone Management Emily Holt, Division of Fish and Wildlife Division of Marine Fisheries, Environmental Reviewer, Headquarters, Boston Division of Marine Fisheries, Gloucester Field Office U.S. Army Corp of Engineers, Attn. Bettina M. Chaisson (508)746-6060/26 Union Street,Plymouth.MA 02360 merrilimc,com/(781)826-9200/4?.7 Columbia Road, Hanover,MA 02339 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent, Amendment Important:When filling out forms A. Application Information (Check one) on the computer, NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing use only the tab P P � PP� 9 key to move your Package for BRP WW06. cursor-do not use the return Name(Complete Application Sections) Check One Fee Application# key. yrs WATER-DEPENDENT- V 2^� General (A-H) ❑ Residential with <4 units $215.00 BRP WW01a ® Other $330.00 BRP WW01b For assistance ❑ Extended Term $3,350.00 BRP WW01c incompleting this ___._.._._.._.._.._.._.._._..........__..............._.._..__________.._. application,please Amendment(A-H) ❑ Residential with <4 units $100.00 BRP WW03a see the "Instructions". ❑ Other $125.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units $665.00 BRP WW1 5a ❑ Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c ___.._______...........................................____._..___.._.._.._---___ Partial (A-H) ❑ Residential with < 4 units $665.00 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c ____.._.._.._.._.._..___.._..................._.._._.._.._.._.._..___.._.._.._............................ Municipal Harbor Plan (A-H) ❑ Residential with <4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c ----------- _._.._.._.._.___.......................................___.___........_.._..___..........................._.._.._.._____ Joint MEPA/EIR(A-H) ❑ Residential with < 4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d ❑ Extended Term $1,335.00 BRP WW03e CH91App.doc•Rev.03/17 Page 1 of 13 ( I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application .310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent, Amendment B. Applicant Information Proposed ProjecVUse Information 1. Applicant: BHCM Inc. c/o Noah Flaherty General Manager nflaherty@shmarinas.com Name E-mail Address 10 White Street Mailing Address Note:Please refer Salem MA 01970 to the'InsWctions" City/Town State Zip Code 978-740-9890 [� Telephone Number Fax Number 2. Authorized Agent(if any): Thomas Pozerski P.E. LEED-AP tpozerski@merrillinc.com Name E-mail Address 26 Union Street Mailing Address Plymouth MA 02360 City/Town State Zip Code 508-746-6060 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information(all information must be provided): Same as applicant Owner Name(if different from applicant) Map 41 Parcels 283,284, and 289 42D-31'-21"N 70D-52'-7W Tax Assessors Map and Parcel Numbers Latitude Longitude 10 White Street Salem 01970 Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No 3. Name of the water body where the project site is located: Salem Harbor 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ❑ Natural ❑ Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ® Designated Port Area ® Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH9tApp.doc•Rev.03/17 Page 2 of 13 t ! Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x276263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Proposed Marina Boat Building drainage outfall and partial revetment repair. 6. What is the estimated total cost of proposed work(including materials&labor)? $2 million 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. Refer to the Attached Patriot Properties Printouts from Salem Assessor's 9-16-17 4 sheets Name Address Name Address Name Address D. Project Plans 1. I have attached plans for my project in accordance with the instructions contained in(check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ®Wetlands NE 064-0637 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.03/17 Page 3 of 13 t a Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." 7442 Applicant's signature Date 1016117 Property Owner's signature(if different than applicant) Date Agent's signature(if applicable) Date HOFMgS 7, / T 1�4y1AC F11 J � Li':lii.. I y v CH91 App.doc•Rev.03/17 Page 4 of 13 ! Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent, Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑ Maintenance Dredging(include last dredge date& permit no.) ❑ Improvement Dredging NIA Purpose of Dredging 2. What is the volume(cubic yards) of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.03117 Page 5 of 13 ? t Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to BHCM Inc. c/o Noah Flaherty General Manager Applicant: Name of Applicant Section H should 10 White Street, Salem Harbor Salem, MA. 01970 be completed and Project street address Waterway city/town submitted along with the original Description of use or change in use: application material. Proposed construction of a new boatyard building, 7,500 +/-s.f. footprint, new drainage outfall with stormwater quality improvements partial revetment repair and infrastructure upgrades. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." Printed Name of Municipal Official Date Signature of Municipal Official Title City/town Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. CH91App.doc•Rev.03/17 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent, Amendment Appendix A: License Plan Checklist General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to"Sample Plan" (attached) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ® Scale is stated &shown by graphic bar scale on each sheet ® Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s)and or fill and the distance which they extend beyond MHW*or OHW* ❑ Change in Use of any structures on site must be stated *See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note: DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design components such as visual access, landscaping &site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CH91App.doc•Rev.03/17 Page 8 of 13 ( t Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ® Property lines, full black lines, , along with abutters' names and addresses ® Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ® Mean Low Water(MLW)*, black dotted line, (.............) ❑ Historic MHW*or OHW*(----) ❑ Historic MLW*(... ... _.._) ❑ State Harbor Lines, black dot-dash line (—. —. —. —)with indication of Chapter&Act establishing them (Ch. , Acts of) ® Reference datum is National Geodetic Vertical Datum (NGVD) or(NAVD). ® Floodplain Boundaries according to most recent FEMA maps ® Proposed & Existing Easements described in metes&bounds Water-Dependent Structures ® Distance from adjacent piers, ramps or floats (minimum distance of 25'from property line, where feasible) ® Distance from nearest opposite shoreline ® Distance from outside edge of any Navigable Channel ❑ Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. CH91App.doc•Rev.03117 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 cMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent, Amendment Appendix A: License Plan Checklist Cont. �s Registry Statement n 3 m 3112 inche 5 i n c h e F-j Locus R Map First Sheet 0nly a 1 „ -2114 inches--WU CD Sample Plan U C 8112 inches P.E. or R.LS Stamp �+-3314 inche Plan Accompany ing T Petition of... DEP Stamp First Sheet Only 3/4 Border CHg1App.doc•Rev.03/17 Page 10 of 13 S E Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmi@al No. Water-Dependent, Nonwater-Dependent, Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: General View ❑ Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper. ❑ A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ❑ A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared. ❑ Use only dot shading, hatching, and dashed or dotted line to show or indicate particular features of the site on the drawings. ❑ If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ❑ North Arrow ❑ Locus Map ❑ Standard engineering scale. ❑ Distances from channel lines and structures if appropriate. ❑ Mean high water and mean low water shorelines(see definitions of"High Water Mark" and "Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic)high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure(for projects lowering waters of Great Ponds). CH91App.doc•Rev.03/17 Page 11 of 13 E, Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable"(n/a) in that block. Please print or type all information provided on the form. Use black ink(blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2"x 11"sheets of paper. ® Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan, the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). ® Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(3)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's signature, the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by the Commonwealth(e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or,for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). ® Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application: (1)the Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2)a final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project, or (3)the Notice of Intent for the initial filing(if the project does not trigger review under MEPA). ® Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report(EIR)and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 15'h and 30"of each month. CH91AppAoc•Rev.03117 Page 12 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X276283 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. Projects involving dredging: ❑ The term"dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ® For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to the appropriate DEP Boston or regional office(please refer to Pg. 10 of the"Instructions"for the addresses of DEP Regional Offices). ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ® Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee*(please refer to Page 1 of the"Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 *Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles"Hardship Request" on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c)to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CHMpp.doc•Rev.03/17 Page 13 of 13 f Enter your transmittal number No x276283 Transmittal Number Your unique Transmittal Number can be accessed online: hftp://mass.gov/dep/service/online/trasmfrm.shtmi Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WW01 Chapter 91 Waterways License Application must be completed 1,Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category for each permit application. Water Dependent, Marina Building with infrastructure 3.Type of Project or Activity 2. Make your check payable to the Commonwealth B. Applicant Information - Firm or Individual of Massachusetts BHCM Inc. and mail it with a 1. Name of Finn-Or, if party needing this approval is an individual enter name below: copy of this form to: Flaherty Noah DEP,P.O.Box - 4062, Boston,MA 2. Last Name of Individual 3. First Name of Individual 4. MI 02211, 10 White Street 5.Street Address i 3. Three copies of Salem MA 01970 978-740-9890 this form will be 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.EA # needed. Noah Flahertynflahert y@shmarinas.com Copy 1 -the original must 11. Contact Person 12.e-mail address(optional) accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy z must Same as accompany your applicant fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be retained for your 2.Street Address records 4. Both fee-paying 3.Cityfrown 4.State 5.Zip Code 6.Telephone# 7.EM.# and exempt applicants must 8. DEP Facility Number(if Known) 9.Federal I.D. Number(if Known) 10, BWSC Tracking#(if Known) mail a copy of this transmittal form to. D. Application Prepared by (if different from Section B)" P P.O.Box 4062 Merrill Engineers and Land Surveyors P.O.Bo Boston,MA 1. Name of Firm Or Individual 02211 26 Union Street 2.Address Plymouth, MA 02360 508-746-6060 Note: For BWSC Permits, 3.City/Town 4.State 5.Zip Code 6.Telephone It 7.Ext_# enter the LSP. Thomas Pozerski, P.E. (tpozerski@merrillinc.com) 9. LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑ Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits, regardless of applicant status. 2. ❑ Hardship Request.-payment extensions according to 310 CMR 4.04(3)(c). Recd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑ Homeowner(according to 310 CMR 4.02). Reviewer: $330 Check Number Dollar Amount Date X276283 Transmitall Form BRP WW01 BHCM 10 White Street Salem,MA.9-16-17•rev. 1107 MERRILL CORPORATION RocKLANDThus T 3169 1` I 427 COLUMBIA ROAD ROCKLAND,MA 02370 HANOVER,MA 02339 TEL(781)826-9200 53-4471113 9/18/2017 PAN To ORDER'-"` Commonwealth of Massachusetts *'330.00 Three Hundred Thirtv and 00/100,.;., ..,,.,.t..,=..,,,:>.: :.,... .,..: ,........,.........>,.=y.t<.>,..>.:,..,,. Commonwealth of Massachusetts MEMO AJiHURIZEf151GNANRF Transmittal #X276283, BHCM Inc., 10 White St.,Salem. MA. CH9. 1 App_ BRP WWOIa 11■003169110 0:0 1130 IIA 780: 292501029611' MERRus_L CORP®P.er10N 3169 Commonwealth of Massachusetts 9/18/2017 checking ---------------------------------------------- ------------------ Check No Check Date Payee Tyke Payee Name Check Amt 3169 9/18/2017 Vendor Commonwealth of Massachusetts 330.00 Notes:Transmittal#X276283, BHCM Inc., 10 White St.,Salem,MA.CH91 App., BRP W WOI0 ._._-..-_._ ................ _..-.__... __._____ ........._... ..-..- ------- -__.._ _-___-___ .... ................_. Item \ Account Description Prosect Amount Application Fee: Application Fee 15189 Expense 330.00 The Official Website of the Executive Office of Energy and Environmental Affairs (i) Energy and Environmental Affairs 1t EEA Home > Agencies > MassDEP > Permit&Reporting Forms > Transmittal Form for Payment Transmittal Form & Number for Permit Application & Payment Please follow these instructions for a complete transmittal form: s Service Center Step 1 , A In the box below, click the button "Get Transmittal Number." Note: You must have a different transmittal number for each permit application. Click the"Get Transmittal Number" button I Li # jy again for a new number. Get Transmittal Number X276283 A to Z Quids Links n Service Center Index h Step 2 Permitting Assistance t* Write down your unique,4 to 7 character transmittal number. Billing Questions and Assistance Step 3 Fees and Payments Download the Transmittal Form for Application &Payment N Frequently Asked Questions Step 4 Transmittal Form and Number Fast Track Permitting Find Your Regional Office http://www.mass.govteea/agencies/massdep/service/approvals/transmittal-form-for-paymenthtmi 1/2 Mer rill Engineers and Land Surveyors September 18, 2017 Executive Office of Energy and Environmental Affairs (EEA) Attn: MEPA Office 100 Cambridge St., Suite 900 (9th Floor) Boston, MA, 02114 RE: Request for Advisory Opinion, Brewer Hawthorne Cove Marina Inc. (BHCM Inc.) Proposed 7500 s.f. footprint Boatyard Building. 10 White Street Salem, Massachusetts 01970 Dear Members of the EEA: Please accept this Request for an Advisory Opinion on the proposed Marina Building located at BHCM Inc., 10 White Street, Salem, MA. The proposed project consists of demolishing the existing office building, removal of some existing sheds and tent, removing an existing drain line, constructing the new 7,500 s.f. footprint Marina Building, installing a new drain line with stormwater quality improvements, a new drainage outfall in the same general vicinity of the existing line to be replaced and infrastructure improvements. The work is proposed will take place within existing developed area, i.e. the parking lot for the building and parking lot drainage. The new drainage outfall is proposed in the existing revetment. The revetment will be reconstructed in the area of the new drainage outfall area. The revetment reconstruction will not be passed the toe of the existing revetment in the Harbor area. We are now preparing and submitting applications to the DEP Waterways Division. We seek your confirmation that the proposed project does not require the submittal of an Environmental Notification Form. Feel free to contact the undersigned with any questions or comments. Attached for your review are the following attachments: • Locus Map • Chapter 91 Plans • Notice of Intent Feel free to contact the undersigned with any questions or comments at 505-746-6060 or email me at tpozerski(a)merrillinc.com. Sincerely, Thomas A. Pozerski, P.E. LEED-AP Senior Project Manager CF: Noah Flaherty, General Manager BHCM Inc. Attorney George Atkins (508)746-6060/26 Union Street,Plymouth,MA 02360 merriliinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 morrir '' I�fn k, _. .�.,�,..;.�.,.White Street n- Print PAGO 1 of 1 Click on the Column Headings to sort accordingly. Click on the Parcel ID to view the parcel detail. IBM Rod-- LM Ad, 6V.. P...Ila '__._— __a—_.-- __—_—__I1ti1�—___ '.--SP2�YNlL•.—_-�YWL_..--_—_.—.. flLLlld!_De.etlnnnn _ -41-0203-0 ESTREET BHCM INC 1939 $1,448,000 0 53,td3 386 Rewd,Gar. 0 436 Man. 61-0192-0 3 WHITE STREET MAODmONALe EDWARD Ce. 5465,000 3 2, 2 101 Or. MCCA W dDENHK 1980 l 2 2,60 One Felly 414285dot 6 WHITE STREETi Mf,CAULEY DENISE M� 1960 8290,900 3 0 102 t �--- � _ Cando TnH.. 1 1.340 Condo 41-0285602; 6 WHITE STREE' MERCHANTBRADLeYMICHAEL 1980 $297,700 3 0 102 MERCHANT HANNAH Cando TnHs. 2 1,259 Condo 41- 05203 6 WHITE STREET BURKE JOHN J JR - -- 1900 $297,300 3 0 102 SUR1@JUDRH Condo TnHa. 2 1.306 Condo At-026680t� 6 N/HR'E NM�4WO CAROL- 1990 $430.100 3 0 102 MARTIN.RANDY) _ Cando TnHs. 2 2,630 Condo 41-D26d-0 B-WHITE STREET BHCM INC $225,700 11,400 384 Mann. PdrA.m.1 off hftp://salem.patdotproperfies.com/default.asp?b�-exp&vr-6 �/� wrmr Y,'iL"N CONDO _ 1 766 Cmdo 414060404 23 TURNER STREET MCGOWAN CARWE 1800 $218,300 - 3 0 102 _ MCGOWAN PHILIP _ CONDO 1 871 Omdo 41A06MO5 23 TURNER STREET MNSARINO ROBERT JR 1000 - $166,600 2 0 102 _ CONDO 1 650 CV . 414060,806 23 TURNER STREET - SILVEIRAMMUM. -1900- - $190,200 - 2 0 102 S9.VEIRA CAITLIN CONDO 1 757 Condo 414091461 27 TURNER STREET DENNESEN DAVID 1850 $193,100 2 2,790 102 CONDO 1 890 combo 414061402 27 TURNER STREET FUSCO CHRISTOPHER A - 1850 - - $187,000 2 2,79D 102 _ CONDO 1 910 Cmdo 414061403 27 TURNER STREET MOORE GLENN 1850 $104,100 2 2,790 102 ATHERTON CASSANDRA L CONDO 1 we Combo 41-0052-0 3 TURNER STREET 3 TURNER STREET REALTY TRUST 1050 - - - $367.300 2 2,600 -104 OBREMSKI THOMASIOSREMSKI D TRS MUNGorden 2 2.530 Tm Family 414291-0 37 TURNER STREET WENOENROTH RAYMOND 1900 $35SWO 3 1,500 013 _"� MuNLanver3 3,052 Reamm l Co . !1.0297-0 39 TVRNERSTREET LAWRENCEJONIB� 1080 StPlgoo0 7 3,000 IN _ MUN4aover 2 1,920 T.Fnmly 41AO214 4 TURNER STREET FEE CHRISTOPHER A 1050 - $301,400 5 3,900 IN __ FEE RACHEL D _ mdflL.over 3 2,819 Two Femly [ -41-029 4I TURNER STREET LAMOIE MARGMETF 1]08 $261,200 1 2,100 101 `--_ - _ CIO JOSEPH RICHARD LAYOIE _ ON Sryb 1 1.524 Ona Fomiy 41-03014 42 TURNER STREET SYSTROM DAVIOE 1796 $329,300 4 3,061 101 _ MUAIGanver 2 1,912 Two Famly 41-02W4 4343 TU Rt MEAOLAND LARRY 1781 $372,200 2 5,870 101 �.T WALSH TERESA ANTIQUE 1 1,275 One Faviy 0141-0285401 45TURNER�REST ALEXANDER JAMIN 1791 nHe X5'3,300 3 2616 Cabo LA tt 295802 74 102 �7 TURNER STREET KFUSAKALEXALORICH 1791 $'513,500 4 6,624 102 _ AIDRICN HOPE 1-_ coM.T,,H.. 3 2,162 Cmdo 41-0296-0.� 49-TURNERSTREET NORTHRUP SANDRA) 1300 $377,400 4 3,480 101 _I _ �� + Ob Syb, 1 1,932 One Fahy 41.80534 - S TURNER STREET PROSPEROUS RLTY TRUST THE 1680 $266.500 4 1,900 IN IiOSENAUMJOSHUA" ANJ111_TR _ 170 Garden 2 1900 102 Fomiy 444297.801 53 TURNER STREET RDSENRAGM JOSHUA" 1700 8537,000 3 3,000 102 _ TDEROSACLAIRE 1 _ WMo ToHa. 2 1,895 Ow.4fi0291-BD'2I - 55 TURNER BTREfiT - 2BYS2Y sxIJOFINF 1790 - - $564,800 3 3,900 102 C �2SYSZYNSKI CHNSTM HATCH Condo Toll.. 2 1.895 Cmdo 314289-0 - 57REAR TURNER STREET BHCM INC 1890 $540,600 1 17,300 031 891hMuaa 3 1,290 Comm.I Re.'. 41-0299-0 - 67 TURN,ER S REETj HOUSE OF SEVEN GABLES 8221,900 9,123 956 SETTLEMENT A$SOGATIOR _ LiE,vlee.M 41.0054801 7TURNER STREET KRANT2 JARAD- 1945 - -$191,800 - 2 2,350 102 Condo Garden 1 045 Condo 414064402 ]TURNER STREET NASHPAULO 1815 $191,000 2 2,350 102 _ CoodocoNen 1 _ 845 Cd. 414054403 ]TURNER STREET HMNEY PAUL 1915 $191,800 2 2,358 102 Condo Garden 1 &5 Cmdo 41-0055401 9 TURNER STREET HOUSING AND URBAN DEVELOPMENT - 1850 $234,700 3 1,680 102 CONDO 1 1.454 Cmdo 41-0055402 9TURNER STREET BURMEISTER KAYLA 1850 $190,700 2 1,690 102 CONDO 1 874 Cmdo Prim....1 of t http://salem.pathDtproperties.com/default.asp?br--exp&vr--6 �/� at 1.,IV I I ---- -- 41-0276 Nr aoO J,"'-t Pnnt Doug 1 a/1 Click on the Column Headings to sort accordingly. Click on the parcel ID to view the parcel detail. Aid& W WZ, Fin SMA_gUg[jpt1= LIO BIANEY j- MY OF 6 tHC E6fi0.i96 86.940 903 Print Doge t aH hftp://salem.patdotproperties.com/defauft.asp?b�-exp&vr-6 O/IVILV 11 • u...u.• uHu..u.....v...... ....... ... 44-0300 l6'10.:,.. 9N, L PIM M.I Of l Click on the Column Headings to sort accordingly. Click on the Parcel ID to view the parcel detail. MIR 54431.YAd,_—__High, 414306801 115.DERBY STREET-+ (5ORUMENT OUSE OF 6EVLN GABLE6� 1950 5494,500 0 77,537 956 MENTASSOGATION. GOA.BMg 1 3.273 Ubre ft,A 414'340.892 .1150ERBY STREET OF SEVEN GABLES\ 1950 5515,700 00950 ASSOCIATION G.A,BMS. 0 7492 UbMes,M (414300.803, 115 DERBY STREET. OUuE Of-SEVEN GABLE51 1850 5168.500 3 0 8u6 ��TLEMENT ASSOCIATION GoO.BIOS. 0 4,332 UldIAc,A 4i-0300.805 115 DERE OU5OF SEVEN GABLES 11950 $296,300 0 0 956 ELEMENTASSOCIATION GM.BMg. 0 4,148 Llb,erlx,M 115OERBY.STREET OUSEOF SEVEN GABLES 1950 515.400 0 0 956 ETTLEMENT ASSOCIATION _ GM.BMg, 0 230 4brarle.,M 414306861 25 HARDY STREET HOUSE OF SEVEN GABLES 1782 52641500 3 0 956 SETTLEMENT ASSOCIATION ANTIQUE 2 2,812 Llbrelfea,M PHM....toff http'/Isalem.patdotproperties.wm/defauf.asp?br--exp&vr--6 t/t • w ..e,a.: .e, �.,t a a,..:.. ._v 3P .c Z<��ia<Fti ,wu.r -. ., .,jn �... a Nsln:..:eL9 . ..:h.v '�:.:. N�:\! ,a#.F.R'.w � �` .+,. u ...a+lH h.:s::M...✓. {. ♦x! I RfJ�Fw •..:. {} •: FM... .'a14N iM.SY.Flp': \...a.Y ..f... -. r.r.♦ t a... a` �OxK9 - 0S 'R.c • n: J4 Jr. +•1:� it n( 1 R.4K; .I k+\jIAPLi'41 •yI F {d lrA e a MS It ',I', 41 '` N 1 f y k M y {/S '� . ..wp ITT .;. O' J Fi:1 J jp v QUt 9T al • (iY'<•F'x:u�..v:Yc. t ..t fi ♦ a F4'P a x ..s ra: 5 p.p .,r• JAKS r 717�K IT b'b••:7.•.n A ■ .p& )eK 1 + 1x9 s vfit xr x o tq w 4r d A: � y +tA nS yr 1114 ar. { \ • ` N�Nf1EO N \` 1 eH x Ft. p MASSACHUSETTS GIS TOPOGRAPHIC MAP, BHCM 10 WHITE STREET, SALEM, MA 9-18-17 3yt�� ,�;. �t � as ` \:` \ u t�• a ( .°n u Ix• �1(x H v .� lJ� � aJ Y0 `y r t l0 I] I] /�ylJ7 m a 41 67 ✓1 V1 13- ti 19 1 ll) AA O a \ E L Rv `t V. t j _ I -•l, .� aar e Vl r IJ 24• � .� 1'4�?3 �q. lS \ t15� tl9 ssx Iso y Ir ) .� I � f •s A 9 I xa Vl J tv.m a 1) n t t o-I N 'loon -t q♦ � a� "t i Al via, t t p " Ali 't�� r 'c W a. e , s ¢, r �1a S. �*�.• I, � ': t � `l'J�j'�4a/ Yl �.r '>y�, '♦�� i'� .�� •F ' 4s tom_ a 3a/0" � �f+ .. ri '}� *�/f'��/ i �' �•,' \ � S ,.� � .I �! l r �: + � `C T#u✓ •ice.', * ��sti�'rA� � ;• �K-0r �,.r f , f' � �?? ♦ �t,�G„ " `ta au ,{J ��r,,.�i j -;S 1 17Yk�• �A• _ It YY a�!.� P/ (r ,�._`a.' f6. f t f }$ y w.�-v - f �1. .. � J' ' �.: rte+ ".�• . 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For punning plapea.e ony.m the went of coaro,ee seen CA.351 eeeWey III S.".eco Salem Harbor mia map an the.<comp.nyey Armen xacnpwn: 9oewn,W 02114 czM snzu Gwe n wrM1bn aanriaW n punuznt fo me Mww.mae..gpvroam Designated Port Area(DPA) ro reneM.Part Area(OPA)repAdons at 301 CMR 25.00. pZR. t, � f h T� 3 fi •y. �..5 r 5, '^h�"V k t .m {£y.' cF M x t Q Point of Beginning Chapter 91 Presumptive Line O Assessors Parcel Baas m.p:Mewcis e5,0110 cover care im.gery,mo t. 0 250 500 160 ''OFeet Mapcoorelnah,system.NoAmeac.n Oetum of 1983, Designated Pon Area Boundary i`✓ Municipal Boundary Manamihnts mre( oa11) em' ua,ZFiPs: omtam.. Marsh 2011 X ..... v.R.` a,� i as t�?j¢iK �yy MAP SCALE 1"a 500' ., . F ., 4v �� A pQ•4. r y. w y .r . xa > a B So0 1oaB FEET uc� `f z L0 0° Visc r fim LL ,:zl ZONE)VE tet, 9A DPOWN'9 1 O�fl�L.� �� MI.aG •_ ,� ,T OgT �'� oWf IND1Ae i^T }ZO AE I p F . (EL if) {,• t `STREEt. F v �T� . F � / :WPSMHOTON , mJH EfieEUEE*Iy LY_T STA ET 6� 9T EET ��.FSDEPAL6TPEET'¢ 90R N _, 9z ��ftE SOUTH 1L, h ONH�p�„B PEEL RE Li i-ESS�E'A ST E �9 a_ "♦SIC �E?is b1 ` • b .a+ r3 . `5 EET D. .\u .�� $�f'�m��s s e��^�L'�ov nGcs m��'" * �"sFo ..�,.' •e�'/D� „� NW'Q,•. „�� yy q r tiS .`A ' vANBL Baf9G T F A TON' SETH ET C¢ S 't+ ' EET.4 FIRM HE OUA - A,p' DANIEL85T EEF ^ nu N C,€NTPA fA my^T. 1 _ r .p FLOOD INSURANCE RATE MAP ET r �STNEET m ':. -+ �., ESSEX COUNTY, •� MASSACHUSETTS f" at x •.' NE AE .. . ,.a '_ �,,,� ^ (AI.LJUNISDICI Ions) EY +7a% NEhW OEPBY.. 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EP MAP NUMBER GY STPE .k j' `�N.+ET (7 w 'f(�16 } A"�_' i PTPEE7. wj x34F a' s: • -? n E PR WEVISED EDAA ryz a' ma31 JULY 16,2014 TREET GIDA P m2m 'n' m t ZONE O Taeam EwManv LA eml.a ara.r DYPPES9flEETY - $Tfl ETfl{ET <<Sk Itwf4W.'f 3 STI.,yFAIPFIELD C.NASE A� rY _ j�M�.p i } lA'M ;}.: (ST EET Y.,.W sl.i, .aC •M. ay." ♦ ^Y '" ^meq RAV! :�SAPONEP D E p-$ • Fuwfi� S:• s t • t•'+p •�'ys:. pPLTONSTAIL A�RKWAYaT � H #44 C � 1� ER ♦ i�w ri�4 _N L GENEVA a13N '.�,wL LAPLPG�1 GLOVF,A•, i Z'ISE u • p` 3' !, 5 ^'%� mw Y. .rt. MERRILL COFiPARATION RoCKLANDTRUST 3169 1 `t 427 COLUMBIA ROAD ROCKLAND,MA 02370 - HANOVER,MA 02330 TEL(781)826-92M 53-447/1113 9/18/2017 PAY TO THE Commonwealth of Massachusetts *+330.00 ORDER OF Three Hundred Thirty and.00/100+++<+_..++,.++++++++,R+.«+*+++*+*+:++++.+++*a+*+.+++++.+*:+..*_.+*+***+++... +.+ --....__._DOLLARS Commonwealth of Massachusetts MEMO x a' 8 - AUii1DiIZED$IGNATU�i. _ Transmittal #X276283, BHCM Inc., 10 White St., Salem, MA.CH91 App:, BRP WWOla - 111110031690 1a01130447134 292501029611' MERRILL CORPORATION 3169 Commonwealth of Massachusetts 9/18/2017 Checking Check No Check Date Payee Tyoe Payee Name Check Amt 3169 9/18/2017 Vendor Commonwealth of Massachusetts 330.00 Notes:Transmittal#X276283, BHCM Inc., 10 White St.,Salem,MA.CH91 App.,BRP W W01a .. ................. Item \ Account Descriotion Proiect Amount Application Fee: Application Fee 15189 Expense 330.00 ......_... ____. ____. 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. ��sysr = l sr LOC MAP 41 LOT 0278 No.10 BLANEY STREET NIF DOMINION ENERGY SALEM HARBOR,ILCLOCATION NAP NOT TO SCALE DEED BOOK 29932 PAGE 344 It— O PROPOSED MARINA BUILDING 7,500± S.F. FOOTPRINT WjjjTE STREET (pUar-VARME OWN ASSESSORS MAP 41 LOT 0285 MAP 41 LOT 0284 I No.6 WHITE STREET Q -.;aMAP 41 LOT 0283,284&298 N/F NATHANIELS LANDIA Z.Do � No.IO WHITE STREET CONDOMINIUM NIF BHCM INC. DEED BOOK 6664 PAGE 1 koto m� DEED BOOK 29838 PAGE 552 io ml m�O LAND COURT CERTIFICATE No.84379 old A ASSESSORS MAP 41 LOT 0283 0 MAP 41 LOT 0294 — — — — -- - - - - - - No.43 TURNER STREET NIF LARRY HEADLAND&TERESA WALSH ASSESSORS DEED BOOK 32800 PAGE 407 MAP 41 LOT 0298 MAP 41 LOT 0295 No.45-47 TURNER STREET NIF CAPTAIN COLLINS HOUSE CONDOMINIUMS DEED BOOK 33876 PAGE 298 MAP 41 LOT 0296 No.49 TURNER STREET ZH OF A,,,,&NIF SANDRA NORTHRUP TURNER STREET s'c DEED BOOK 7902 PAGE 272 (PUBLIC-VARIABLE WIDTH) s THOMAS A. m P077..KI ;n MAP 41 LOT 0297 v CIVIL y No.53-55 TURNER STREET No.46959 �o NIF TURNER STREET TOWN NIF HOUSENo.UOFTURNERT SES SEVVENENGABLES I. HOUSES CONDOMINIUM DEED BOOK 17886 PAGE 50 SETTLE SETTLEMENTAL - ASSOCIATION �y q DEED BOOK 6669 PAGE 57 SHEET 1 OF 7 DATED: 9/18/17 REV: 60 0 60 Scale 1" = 60 ft PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA w 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. LIMIT OF CHAPTER 91 JURISDICTIONAL TIDELANDS (GRAPHICALLY PLOIIED FROM MASS GIS) GRAPHICALLY 100' SETBACK PLOTTED FEMA ZONE VE EL.13 TO T.C.B SALEM \ • HARBOR �— P OF COASTAL BANK I 11. (T.C.B.) IOW WATER 1985 \ • Z0 A0_N MEAN LOW \ 194f WATER LINE t N6721'3 �. \ NE X' WATER LINE (19' 5372'1 E EL=4.41 �— ZON£AE EL 1 .53 \y� ZONE X� \ PROPOSED S.R, FOOTPRINT NG ( , ST 4130 !FEAMIA ZONE EL 13 • \. ._ O 10 PIK5 • K SALEM ' HARBOR z� saIs • �n N6347' . • 1�N1 worn 25.65' 64.22' MAP 41 LOT 0294 • I Du11.171NG N19'53'00'W N20'46' 18.0• 6. 62 } N19*36'16V 19.60 MAP 41 LOT 0295 1 87.00(R 12.39' MAP41 LOT 0296 MAP 41 LOT 0297 �19 N1538'16NW 122't 1i 31.84' I MAP 41 LOT 029, ZN or S 2�FS'' Gl TURNER STREET THOMAS A.POGi:R:IJ A (PUBLIC—VARIABLE WID02T2253 \ \ u CIVIL No.46359 SHEET 2 OF 7 DATED: 9 18 17 EV:�>>tin 60 0 60 Scale 1" = 60 ft PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA t 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. • o.b SALEM I 50' S CK .0.2 HARBOR TOP OF COASTAL BANK RECONS RUCT T.C.B. 11 NEEDED WITH 2-4' 1 •C' ' FEMA ZONE PR. 30" OUTLET BOULDERS ANY 12" MIN. VE EL.13 INV=1.5 HAND STONES ( a •0.4 (SEE DETAIL - SH�.l 6) A 109.6 ..3 z X. 9�1 4 \ 1 ,�6 77 •��2,1 •'2.7 1 ONX8.41TO�UTAMW • b 47t Z gU1LD�N / �SpRppOSEb�g R�N�. ROP DM I W1 REDFLE INLINE TIDAL CHECK VALVE I OR APPROVED EQUAL X9, . o =15' 30"RCP x.30"RCP •9.0 Y ° 6 PROPOSE PAVEMENT PR Cn • " ° DEFENDER ® �� ° PR DMH P) •8s S� •8.4e ° �1=9p 'PR �4 Ripa 'V6 •8.9 '8.9.8.8 ' PR. UBLIC s va •8.5 � ACCE S fLo (SEE HE0 ten,/ •8.9 :89 91 �. 4 Of •8.8 - 8.8 PROPOSED RE-CHARGE SYSTEM . op u � = ` moo/ 85'L x 15'W x 251) 8'81 •8.4U� .8b'8.'�N/ 5 ROWS OF8j2" x9.1 '• 8m '8 76 HDPE PIPE 80' LONG 9,4 J� _APA0X/MA7rffi f jAE T..B.R. y/NDUSTR/A� ZONE _ _ RESIDENTWL IW )5v-f:- _ 2%OVY R.R. BENCHM 1 WOOD FRAM HYDRANT SPIND 5 13111117NG •8,4 �S,c��tH OF MqS� O MOMASA. T.B.R. = TO BE REMOVED POZr.Rsri m PL = PROPERTY LINE D CIVIL MHW = MEAN HIGH WATER No.tieese i TCB = TOP OF COASTAL BANK PR = PROPOSED 40 0 40 SHEET 3 OF 7 DATED: 9/18 REV Scale 1" = 40 ft PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA 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. PROPOSED GATE—ACCESS W/ PUBLIC ACCESS SIG o PROP. PUBLIC ACCESS WATER UNE WALKWAY WIDTH VARIES EL=4.41 PROPOSED FENCE g WITH POSTS _ ,_„ OSEDRim gU301NG ° _ D ADA RAMP PROP �g EL.=F001PR1Na� RAMP WITH RAILS �,500f S.F. / PUBLIC ACCESS WALKWAY MEMBERS ONLY SIGN r. FENCE ERS ONE o•; .;' o YSIGN :N Q ACCESS MEMBERS ONLY SIGN W 0283&02W o MEMBERS IAU AM wa um wW I � ONLY PUBLIC ACCESS OE,K LIMIT OF CHAPTER 91 WALKWAY SALE M JURISDICTIONAL TIDELANDS H A R B O R (GRAPIICALLY PLOTTED FROM MASS CIS) o T.B.R. _ INDUSTRWL R£SIDENTLIL TWO FAMILY ZONE 2 5fOF'( T.B.R. v WOOF MEMBERS ONLY 13UILI7ING SIGN MEAN HIGH A N o .: kALONG WALL) I EL=4.41 FUTURE GATED ACCESS TO HARBOR PLAN' ..t .!., 1 HARBOR WALK ur ip THOMAS A. G POZERSK1 *FINAL LOCATION OF PUBLIC �' Na 6859 ACCESS AREAS TO BE DETERMINED ` BY THE CHAPTER 91 PROCESS �ONA01.0 40 0 40 G��►NvYv\1 mmmiSHEET 4 OF 7 DATED: 9/18/17 REV.: Scale 1" = 40 ft PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA r v i 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. BUILDING HEIGHT 40't I I I I I I 1 I I I I I I I I I I I I –'– –'-- '--L 1--1--L-1--1--I I I—L--'--1--L–J--J I I I r I I I I I I I I I I t I I I I t I i I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I t I I I I I I I 1 I 20 I I 1 I I I I I I I I I I I I 1 1 1 1 PRbP*D 1 BUILD4 19 5 18 --1--L--'-- I––L '--1--L--'--1--I – I '--L--L 1 L–J--J I I I 7 I I I I I I r T–�--I --I I I I I PROPERTY 17 -I--4--L- --1--�-� a r - I POSED LINE t I I I I I I I I I I 1 I I 1 I IQVf�RHANG 16 -- r--r---- --r--r.-�--r--I--�--*- 1--{--r--1- -r __A �- ' TO OF COASTAL BANK _L–i_.15 --J--� –�-- --L--1--1--L--'--1-- J- 14- –J – I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I IVE ONE = :13 i 4 iT0 TCB 13 - --r--r-y--r--1-- r--r- r- I— ` 7 — I I I 1 I I 1 I I I 1 I I I I I I 12 - –1-- --'-- L– --1--L- 1--1--L–J--1--L– – 1 L–J--J I I --I I 1 I I I I 1 I I I I I I I I I I I I 1 I I 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I E ON I ELJI= 110 10 I i P OPOSE S�hAB�EL.a9.31(D�FiSIGt�ED iBY~OTHRS r-~ i �17'I� 9 - 1-A_� =r...��`.1-*,:.1 V•� f,E,1'�; t.- .=,,.:- 1,.;'f:. -.. I. o r ,.. .�::'i... f.',:t . 1:' .1 ' a • RAINAGE LINE 'CONVENTIONAL EADING TO OUTFALL FROST WALL 7 - r-t+-s+ r��= �:. t--y:r:'= -?r-.:fl.- ti-y •.=r; r;r r �NITH CHECK VALVE W SLAB r' . .r L • ;� :r' .. .a• ;�..:. r ..-1' I : 1'r. I.- r• I I 1 6 _ r _rL L�1�i Y L_ AN REVETMENT ON GRADE r ., ' *I- .�:: 1: ~;`: -. t.r �,.: .`�.: ' ' :i . ; SEE SHEET 3 OF 5) 5 - - r - - _ - 4-- -4 f: r: .l 'L.r ' I: i�I: ..,'I-�.1.. 1' 'r.:.a� ' I I 4.41 CONVENTIONAL 4 -�-_� --r– I– –�--r r- -- MHW I I I I 1 I I I I I SPREAD 3 -- --'--1_ __L_-'- __1__L l -i-- FOOTING I I I I I I I I I S I I --I--1- --r--I- -�--r r-�--7 I I i I I I I I I I 'GEOPIER O GROUND -1 - -+-{- --+--+ IMPROVEMENT 2 _ - -�--7- --r--I- --r--r- r--I---1 I I I I I I 1 I 1 I JCA OF -3 -- j—J--J DoT` svc,. 1 I I I I I I 1 1 2 THOMASA. yG -4 – –+–i– --�– I -- �--�– – 1-- POLERSKI m I I I I I I I 1 I -5 - - -�--�- --r- I --�--r r-r u No 461359 I I I I I I I I I -6 - --'--1- --L--'- '--1--L— L—J-- -7— ---7 - SS1ONAI- 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190200 l y + REFER TO SHEET 7 OF 7 PROFILE: SECTION "= HORIZONTAL SCALE 1"=40-1"=40' VERTICAL SCALE 1"=4' SHEET 5 OF 7 DATED: 9/18/17 REV.: 40 0 40 Scale 1" = 40 ft PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA i 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. 15 --------- ----------T----------r----------I----------T----------r---------- I I I I I I I I I I I I DMH W WAItERTIGHT I COVER INVS=1.71 i i i 2 LAYER OF 2'-4' BOULDERS ' ' ' W/ 1'-2� HAND CHINKEQ_ EL.=9.Ot ' ---MNE� I -----I -------- r11ta:y::• i "12LAYgR OF :: t•. ... INV. EL= 1.5 2 —4 S ONE --I I-- =azar------ 30" RC 30" RCP I i TOE OF EXIST. INLEP i 20' LONG S=0.007 I i I EVETMENT ;., .=-0.6 II a.b REDFLEX 7CG TIDAL C EK .'•i'.( qA: i•r :�4'i�' iyl:��}„t't;t�n.j .y d.��r:`.': Y .. i G�OTEXiILE FABRII VhLVE I I I I I I I 1 1 I I I I i 1 —5 10 20 30 40 50 60 REVETMENT RECONSTRUCTION DETAIL HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=5' a��tN OFS c p= THOMAS t PO FRSKI m U CIVIL ti o No.46859 org4+E'�,:'•�C u SHEET 6 OF 7 DATED: 9/18/17 REV.: PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA l 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. , NOTES: • THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. THE CONTRACTOR WILL OBTAIN CONSTRUCTION DRAWINGS FROM THE ARCHITECTS AND ENGINEERS. • RECORD OWNER: BHCM INC. 10 WHITE STREET SALEM, MA 01970 DEED BOOK 29838 PAGE 552 LAND COURT CERTIFICATE No. 84379 • BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "AE (EL.10)" AND ZONE "VE (EL.13)" OF THE FLOOD INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. 25009CO419G, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014, AND IS IN A SPECIAL FLOOD HAZARD AREA. • A PORTION OF THE BUILDING IS LOCATED IN THE VE ZONE AND THE ENTIRE PROJECT IS LOCATED IN THE AE ZONE. • THE PROJECT IS LOCATED WITHIN JURISDICTIONAL TIDELANDS. • ALL CONSTRUCTION SHALL COMPLY WITH CURRENT EDITIONS OF THE MASSACHUSETTS STATE BUILDING REGULATIONS AND STANDARDS, 780 CMR: TO INCLUDE AMENDMENTS TO THE INTERNATIONAL BUILDING CODE AND IN PARTICULAR APPENDIX G: FLOOD RESISTANT CONSTRUCTION AND FEMA'S REQUIREMENTS FOR NON—RESIDENTIAL FLOOD PROOFING REQUIREMENTS AND CERTIFICATIONS FOR BUILDINGS LOCATED IN SPECIAL FLOOD HAZARD AREAS. FOUNDATION NOTES: • FOUNDATION AND GEOPIER INFORMATION SHOWN ON THIS PLAN ARE PERMITTING PURPOSES ONLY. THE LIMIT OF WORK AREA SHOWN WILL NOT INCREASE. STAMPED STRUCTURAL DRAWINGS AND SPECIFICATIONS WILL BE PROVIDED TO THE APPLICANT AND CONTRACTOR FOR CONSTRUCTION PURPOSES. • THE FOUNDATION DEPTH IS ESTIMATED AT 15' BELOW GRADE OR TO REFUSAL AS DETERMINED BY THE GEOTECHNICAL AND STRUCTURAL ENGINEER. • THE FOUNDATION WILL CONSIST OF GEOPIER IMPACT RAMMED AGGREGATE PIERS SET TO REFUSAL. INSTALL PIERS IN CASED AND DRILLED CAVITY WITH SUCCESSIVE LIFTS OF CRUSHED STRUCTURAL STONE AND COMPACTED TO 95% MAXIMUM DRY DENSITY. DEPTH AND INSTALLATION TO BE DETERMINED AND SUPERVISED BY THE GEOTECHNICAL ENGINEER. • ESTIMATED DEPTHS OF GEOPIER ARE EL. 4.3 TO —7.0t OR TO REFUSAL AS DETERMINED BY THE GEOTECHNICAL OR STRUCTURAL ENGINEERS. • INSTALL A CONVENTIONAL FROST WALL PER THE STAMPED STRUCTURAL DRAWINGS ISSUED FOR CONSTRUCTION PURPOSES. • ALL GEOPIER, FOUNDATION, AND SLAB WORK SHALL BE COMPLETED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER AND IN FULL COMPLIANCE WITH THE "GEOTECHNICAL REPORT PROPOSED HAWTHORNE COVE MARINA, 10 WHITE STREET, SALEM MA" PREPARED BY GEOTECHNICAL SERVICES ON JANUARY 17, 2017. H OF MgSSgc' p2 THOMASA. sG POzFRSKI o CIVIL y No.4(;8Sl ' 'SfONA E 1 l ��' G rh�ll�lti7 SHEET 7 OF 7 DATED: 9/18/17 REV.: PLANS ACCOMPANYING PETITION OF BHCM INC. FOR A WATER DEPENDENT STRUCTURE LOCATED AT 10 WHITE STREET SALEM, MA