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64-344 - 315 DERBY STREET - CONSERVATION COMMISSION 3iTi��/$ti�.c-�y�� ' DEP File Number: Massachusetts Department of Environmental Protection Uf Bureau of Resource Protection -Wetlands64-344 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts.Wetlands Protection Act M.G.L. c. 131, §40 D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 315 Derby St. 73,75-7, 83-87 & 89 Lafayette St.64-344 Project Location DEP File Number Has been recorded at the Registry of Deeds of: C SSt? JDcq Y� ;�)Oepp+— County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Dates ' If recorded land, the instrument number identifying this transaction is: Instrument Number - If registered land, the document number identifying this transaction is: Document Number ign re o(CC(((f Applican c e 6 lkL l WPA Form 5 Page 7 of 7 Rev.02100 cel J Massachusetts.Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands 64-344 } -WPA Form-5-=0rder of Conditions Provided by DEP \` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling From IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII out forms on Salem the computer, Conservation Commission 1003013100369 ROOM P9;449 use only the 01/31/2003 09:46;00 tab key to This issuance if for(check one): OTHER Pg 1/11 move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions , _ To: Applicant: Property Owner(if different from applicant): Beverly Co-Operative Bank c/o William Howard See Attached Name Name 254 Cabot Street Mailing Address _ Mailing Address Beverly MA 01915 "r City/rown State Zip Code City/Town State Zip Code 1m1. Project Location: 315 Derby St., 73,75-7„83-87 & 89 Lafayette St. Salem Street Address - Cityrrown - Map 34 Lots 430 431 433 435 444 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Essex South See Attached See Attached County Book NA Certificate(if registered land) I 3. Dates: November 25, 2002 January 9 2003 January 9, 2003 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Beverly Co-Operative Bank, Derby and Lafayette Street, Salem; MA—Site Plan G- 12/11/02 101 & Detail Sheet D-101 &1214/02 5. Final Plans and Documents Signed and Stamped by: Peter J. Ogren - Name 6. Total Fee: $250.00 (from Appendix B:Wetland Fee Transmittal Form) _ RONAN, SEGAL z: I kRRINGTON R P.02/00 Foms 59 sl'1Ert=.L ST. Page 1 of SALEM, iNA 01970 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 64-344 s WPA Form 5 - Order of Conditions Provided by DEP a' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important:, When filling From: out forms on Salem the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions I� To: Applicant: Property Owner(if different from applicant): Beverly Co-Operative Bank c/o William Howard See Attached Name Name 254 Cabot Street Mailing Address Mailing Address Beverly . MA 01915 Citylrown State Zip Code Cityrrown State Zip.Code 1. Project Location: 315 Derby St., 73,75-7 83-87 & 89 Lafayette St. Salem Street Address City/Town Map 34 Lots 430 431 433 435 444 Assessors Map/Plat Number - Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Essex South See Attached See Attached County Book NA Certificate(if registered land) 3. Dates: November 25, 2002 January 9 2003 January 9, 2003 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Beverly Co-Operative Bank, Derby and Lafayette Street, Salem, MA—Site Plan G- 12/11/02 101 & Detail Sheet D-101 &12/4/02 5. Final Plans and Documents Signed and Stamped by: Peter J. Ogren Name 6. Total Fee: $250.00 (from Appendix B:Wetland Fee Transmittal Form) WPA Form 5 Rev.02/00 Page 1 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 64-344 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish E Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ❑ Protection of Wildlife Habitat E Groundwater Supply E Storm Damage Prevention E Flood Control Furthermore, this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: E the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. WPA Form 5 Page 2 of Rev.02/00 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 64-344 WPA Form 5 — Order of Conditions Provided by DEP ' .Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, WA DEP] "File Number 64-344 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. WPA Fom 5 Page 3 of 7 Rev.02100 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 64- 344 a WPA Form 5 - Order of Conditions Provided by DEP , W Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. Special Conditions (use additional paper, if necessary): See Attachment Findings as to municipal bylaw or ordinance Furthermore, the Salem hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Name Municipal Ordinance or Bylaw Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Name _ - Municipal Ordinance or Bylaw The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, WPA Form 5 Page 4 of 7 Rev.02100 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands ZIS 5" WPA Form 5 - Order of Conditions Provided by DEP .Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 a Y B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4, from the date of issuance. -M'.% *l,, 2 003 Dates This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental otection Regional Office (see Appen 'x A) and the property o er(if different from applicant). \ Signatur On Of Saw�s.t-� _ 2on3 Day Month and Year before me personally appeared {�cbo�lt tilaw.e_� tome known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. y� Notary Public My C mission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail, return receipt requested, on i3r2�5 Date Date WPA Farm 5 Page 5 of 7 Rev.02100 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 64- 344 ` WPA Form 5 - Order of Conditions Provided by DEP �4 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Salem Conservation Commission WPA Form S Rw.02100 - Page 6 of 7 Massachusetts Department of Environmental Protection . DEP File Number: Bureau of Resource Protection -Wetlands 64- 344 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 315 Derby St. 73,75-7, 83-87 & 89 Lafayette St.64-344 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant ISI VJPA Farm 5 Page 7 d 7 Rev.01100 Salem Conservation Commission SPECIAL CONDITIONS—DEP FILE# 64-344 Beverly Co-Operative Bank, Derby/Lafayette Street, Salem,MA 1. The Conservation Agent will be notified 48 hours prior to commencement of construction activities(978-745- 9595 ext. 311). Members and agents of the Salem Conservation Commission(Commission)shall have the right to enter and inspect the premises to evaluate and ensure compliance with the conditions and performance standards stated in this Order,the Notice of Intent,the referenced plans,the Act,and 310 CMR 10.00, and may require any information,measurements,photographs,observation and/or materials or may require the submittal of any data or information deemed necessary by the Commission,agent, or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the Commission is satisfied that the work will comply, and has so notified the applicant in writing. 2. Approval of this application does not constitute compliance with any law or regulation other than MGL Chapter 131, Section 40,and Wetlands Regulations 310 CMR 10.00. 3. This Order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans. These obligations shall be expressed in covenants in all deeds to succeeding owners or portions of the property. 4. The form provided at the end of this Order shall be completed and stamped at the Registry of Deeds after the expiration of the 10-day appeal period and within 30 days of the issuance if no request for appeal has been filed with the Department of Environmental Protection. This form shall be returned to the Commission within 21 days of recording accordance and prior to commencement of any activities subject to the Order of Conditions. 5. Prior to any work commencing,a sign shall be displayed showing DEP file#64-344,and not placed on a living tree. 6. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of Intent,supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 7. It is the responsibility of the applicant to procure all other applicable federal,state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S.Army Corp of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified (3) Flood Plain (4) Grading Ordinance 8. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 9. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 10. The Commission and its Administrator shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 11. All work shall be performed in accordance with this Order of Conditions and approved site plans(s). No alteration of wetland resource areas or associated buffer zone,other than that approved in this Order, shall occur on this property without prior approval from the Commission. 12. If any changes are made in the above-described plants)which may or will alter an area subject to protection under the Wetlands Protection Act, or any changes in activity subject to regulations under G.L. Ch. 131, Section 40,the applicant shall inquire from this Commission in writing,prior to their implementation in the field, whether the change(s)is significant enough to require the filing of a new Notice of Intent. Any error in the plans or information submitted by the applicant shall be considered changes and the above procedures shall be followed. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 13. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a signed statement by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 14. Conditions number NA as indicated shall continue in force beyond the Certificate of Compliance, in perpetuity, and shall be referred to in all future deeds to this property. PRIOR TO CONSTRUCTION 15. Prior to commencement of any activity on this site,there shall be a PRECONSTRUCTION MEETING between the project supervision;the contractor responsible for the work or its administrator to and phone numbers of all responsible parties shall be registered with the Commission at the pre-construction meeting. 16. Prior to the pre-construction meeting and commencement of any activity on this site,sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commssion and/or its Administrator shall inspect and approve such installation at the pre-construction meeting. 17. Prior to the commencement of any activity on this site, the applicant or current landowner shall submit to the Commission in writing a construction schedule/sequence of work to complete this project. 18. Prior to any work on site,the proposed limits of work shall be clearly marked with stakes or flags and shall be confirmed by the Commission or its Administrator. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers shall be informed that no use of machinery, storage of machinery or materials,stockpiling of soil or construction activity is to occur beyond this line at anytime. 19. Prior to commencement of construction on site,the limits of wetland resource areas closest to construction activity shall be flagged with surveyor's tape and shall remain in place during construction. The limits of areas to be impacted and the limits of work in the replication area(s)shall be clearly flagged. 20. There shall be 20 hay bales and wooden staked stored under cover on the site to be used only for emergency erosion control. EROSION CONTROL 21. Appropriate erosion control devices shall be in place prior to the beginning of any phases of construction,and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specification provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; additional measures may be required by the Commission. 22. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 24. The areas of construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavations required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharges from de-watering activities shall be filtered through haybale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer than two months,a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,exposed surfaces shall be stabilized by other appropriate erosion control measures,firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 28. A copy of the Order of Conditions construction plans,and copies of the documents and reports cited in Condition# 11, shall be on the site upon commencement and during any site work for contractors to view and adhere to. 29. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 30. Only clean fill, free of masonry, stumps,asphalt,and any other kind of waste material shall be used on the site. 31. All waste products,grubbed stumps, slash, construction materials, etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from rivers. 32. All filling or removal of waste material from the site shall be done in accordance with the regulations of the City of Salem Health Department. 33. Cement trucks shall not be washed out in any wetland resource or buffer zone area. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be removed by hand. 34. No fuel, oil,or other pollutants shall be stored in any resource area or the buffer zone thereto,unless specified in this Order of Conditions. 35. There shall be no pumping of water from wetland resource areas. 36. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 37. The project shall not cause an increase in run-off onto adjacent properties,either during construction or when completed. 38. The applicant is hereby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L. Chapter 21A,section 16. POST CONSTRUCTION 39. All disturbed areas,slopes and proposed landscape areas shall be loamed and seeded or stabilized through the use of erosion control blankets or other approved means. All disturbed areas will be graded, loamed, and seeded prior to November 1 of each year, if possible. No disturbed areas or stockpiled material will be left unprotected or without erosion controls during the winter. 40. Upon completion of construction,the applicant or current landowner shall submit the following to the Commission to request a Certificate of Compliance: (1) A letter requesting a Certificate including the following information: a. Name and address of current landowner; b. Name and address of the individual/trust or other entity to whom the Certificate is to be issued: c. Street address and lot number for the project;and d. DEP file number (2) A letter from a Registered Professional Engineering or Land Surveyor certifying compliance of the property with this Order of Conditions (3) An"As-Built'plan signed and stamped by a Registered Professional Engineer showing post-construction conditions and: a. As-built elevations of all drainage ways constructed within 100 feet of any wetland resource area; b. As-built elevations and grades of all filled or altered wetland resource areas,buffer zones and replicated areas; and c. Distances to all structures within 100 feet of any wetland resource area. 41. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds. 42. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs;at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 43. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Commission and/or its Administrator has authorized their removal. LIST OF ABUTTERS — 100 FT. LAFAYETTE STREET SALEM, MASSACHUSETTS October 31, 2002 LOCUS MAP Parcel Lot Location Owner Reference 34 0430 0 73 Lafayette Street Salem Lafayette LLC 13636/280 73 Lafayette Street Salem, MA 01970 34 0431 0 75 Lafayette Street Salem Lafayette First Rlty. Trust 13846/344 75 Lafayette Street Salem, MA 01970 34 0432 0 85 Lafayette Street Asahi Realty Trust 17072/485 85 Lafayette Street Salem, MA 01970 34 0433 -- 89 Lafayette Street Massachusetts Electric Co. Certf. 23049/93 89 Lafayette Street Doc. 102562 Salem, MA 01970 34 0444 -- 315 Derby Street City of Salem 3282/381 City Hall Salem, MA 01970 ABUTTERS MAP Parcel Lot Location Owner Reference 34 0434 0 91 Lafayette Street Wendy's Old Fashioned Hamburg 13549/310 91 Lafayette Street Salem, MA 01970 34 0443 -- 311 Derby Street Jerome R. Sousa, Jr. 9731/366 311 Derby Street Salem, MA 01970 34 0485 51 Lafayette Street Rerai Cord 14908/328 51 Lafayette Street Salem, MA 01970 34 0419 48 Lafayette Street City of Salem 5853/465 City Hall ' Salem, MA 01970 )y v. HAYES ENGINEERING, INC. 603 SALEM STREET WAKEFIELD, MA 01880 NANTUCKET, MA 02554 (781) 246-2800 (508) 228-7909 REFER TO FILE# SAL-0055 FAX (781) 246-7596 December 12, 2002 Conservation Commission City Hall One Salem Green Salem, MA 01970 RE: Response to DEP Inquiry DEP File #064-0344 Dear Commissioners: The following is in response to questions raised by the DEP in their notification letter of December 4, 2002 relative to this filing. 1. Why is Stormwater Standard 8 N/A? Because the site apparently exists as either partially paved or bare soil, and the project consists of re-vegetating existing bare soil and/or providing pavement, erosion control measures were not shown on the Notice of Intent Plan. Such measures could be incorporated by placing a hay bale line along the existing seawall if the Department and/or Commission feel that is necessary. Staking them would be difficult. 2. Where is page 3 of the Stormwater Management Form? The Stormwater Management Form, page 3, must not have copied, but was definitely included in the original. A copy is attached to this letter. 3. Where are the calcs for Vortechnics sizing? The calculations for the Vortechs sizing were included in the NOI, and a copy is attached to this letter. Sizing was based on a 25-year storm flow for the paved areas, as recommended by the manufacturer. We were unaware that the DEP has only rated the Vortechnics at 52% removal as the design information indicates 80%. Site constraints make it extremely difficult to provide other treatment, and the 52% removal would represent a substantial improvement over the untreated flow from pavement and bare soil currently entering the South River. 4. How is the Vortechnics numerically sized? The Vortechnics were sized based on the manufacturer's recommendation for size, knowing the 25- year storm. 5. Where are runoff calculations? The runoff calculations for the 25-year storm are included in the Vortechnics sizing. Salem Conservation Commission DEP File#064-0344—Beverly Cooperative Bank December 12, 2002 6. What are provisions for 100-year flow? The existing drain system will be over capacity in the 100-year storm, and the site has been designed such that the flow will be over land, through the proposed swale, directly to the South River which, at this point, is tidal. 7. What are sump depths of yard drain, cbs, Dmh? Yard drains were proposed to be constructed out of a piece of 24-inch concrete pipe, and would have a sump depth of approximately one foot. That dimension was not labeled on the detail. It should be noted that the yard drains are designed to take only landscaped areas and walkways, and should not contain excessive amounts of particulate matter. No catch basins, per se, are proposed on the site as we cannot dig to include pipes for such a system over the 110,000-volt electric line. The one proposed drain manhole for the site, as shown on the detail, is proposed to have no sump. 8. How will ALL flows be treated by the Vortechnics? We do not propose to treat all flows with the Vortechnics, only flows from the paved area. Runoff from the landscaped area and walkways is designed to by-pass the Vortechnics and discharge directly to the South River. 9. O & M plan must l.d. responsible party, not use "should" other non-mandatory words. It is our understanding that the requirements of the Operation and Maintenance Plan will be mandatory to the Beverly Cooperative Bank, which will hold the lease on this parcel of land from the City of Salem. I would request that the mandatory requirements of this O&M plan be handled by a perpetual condition, making the easement holder responsible in perpetuity for all of the suggested maintenance procedures in the Operation and Maintenance Plan. We are aware that we need to amend the Chapter 91 License on this site. Ve truly yours, Peter J. Ogren, P.E., P.L.S. President PJO/dab Enclosures cc: DEP— Elizabeth Sabounjian William Howard — Beverly Cooperative Bank 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard #4: 80% TSS Removal ® The proposed stormwater management system will remove 80% of the post-development site's average annual Total Suspended Solids (TSS) load. Identify the BMP's proposed for the project and describe how the 80% TSS removal will be achieved. Vortechs system (refer to attached document titled "Proposed Vortechs Sizing") If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80% removal cannot be achieved. Standard#5: Higher potential pollutant loads See Stormwater Does the project site contain land uses with higher potential pollutant loads Policy Handbook Vol. I, page 1-23, for land uses of ❑ Yes If yes, describe land uses: high pollutant loading ® No Identify the BMPs selected to treat stormwater runoff. If infiltration measures are proposed, describe the pretreatment. (Note: If the area of higher potential pollutant loading is upgradient of a critical area, infiltration is not allowed. Standard #6: Protection of critical areas See Stormwater Will the project discharge to or affect a critical area? Policy Handbook Vol. I, page 1 -25, for critical areas. ❑ Yes If yes, describe areas: ® No Wpafoan3.doc•Appendix D•rev.1029/02 Page 3 of 7 X PROPOSED VORTECHS SIZING BEVERLY CO-OPERATIVE BANK LAFAYETTE STREET @ DERBY STREET SALEM, MASSACHUSETTS October 21, 2002 The purpose of the following analysis is to determine the peak flow to the proposed treatment system (Vortechs system) such that 80% total suspended solids can be removed to meet as closely as possible the DEP Stormwater Management Policy criteria for water quality treatment. The Vortechs System stormwater treatment system was chosen as a BMP (Best management practice)for TSS removal because it allows the stormwater flow from all paved areas to be conveyed through the system while still meeting maximum TSS removal. In addition, maintenance of accumulated sediments is easily accomplished with a vacuum truck. Based on previous designs, the engineers at Vortechs have determined that treatment system sizing should be based on the peak flow gererated from the 25-year 24-hour storm event. The peak flow is compared to their charts and an appropriately sized system is selected. The drainage calculations were based on the rational method. The only stormwater to be treated is the runoff from the paved area which is 0.202 acres. The intensity used for the 25-year storm is 6.0 inches/hour. Using these values with the rational method will produce a peak flow of 1.15 cubic feet per second.At this design flow rate the Vortechs Model 1000 (rated up to 1.6 CFS)was chosen as the appropriate design model for stormwater treatment. RATIONAL METHOD Q eficie CYJXA Coeflcie nt=0.95 wP� Ss Area=0.202 Acres as' PETER J. 9�y Intensity for 25 year storm=6.0 in/hr Z OGRE" T o CIVIL y Q=(0.95)(0.202 Acres)(6.0 in/hr) 9 No 27145 a Q Q=1.15 CFS 9 �SONAIe�N Qtk �l �l �I 310 CMR'. DEPARTMENT OF ENVIRONMENTAL PROTECTION 10.58: continued b. Rivers include the entire length of the major rivers(Assabet,Blackstone,Charles,Chicopee, Concord, Connecticut, Deerfield, Farmington, French, Hoosie, Housatonic, Ipswich, Merrimack, Millers, Nashua, Neponset, Parker (Essex County), Quinebaug, Shawsheen, Sudbury,Taunton,Ten Mile,and Westfield). c. Rivers include perennial streams which are dry during periods to extended drought,defined tT.f as period when precipitation for the previous four months was below normal for the period of record,with at least three of the four months 75%or less and two of the four months 50%or less of normal precipitation. Rivers and streams which are perennial under natural conditions but affected by drawdown from withdrawals of water supply wells or direct withdrawals shall be considered perennial. it, Marinade canals(eg.,the Cape Cod Canal and canals diverted from rivers in Lowell and Holyoke)and mosquito ditches associated with coastalrivers do not have riverfront areas. e. `Where rivers now through lakes or ponds,the riverfront area stops at the inlet and begins agamatthe outlet. Awaterbodyidentified as:alake;pond erreservoironthe current U.S.GS. map or ritdie recent map pTdvided lay-the Department is a lake or.pond,unless the issuing aurhoritj�d'etertnmes 4hatthewater hadY hos primanlynvenne;!characteristics.Whenawater body is nottdentifi d as`a fake,pOn 'or reservtor_on the curFegt U S,G.S.map or more recent ptap provided by the I)epartment;_the watcr oily is a'river if it has.primarily riverine ' ¢haiactenytics.Rtverinec6saractenshesincludeumdireetional'flowthatcanbevisnallyobseived or measured in the field. In coastal areas,the utuduectional flow may be tidally influenced. In>addition, rivers are characterized by horizontal zonation, as opposed to the vertical . stratifrcation typically associate N hb lakes,ponds and emli yments. Great Ponds(i.e.,any pond=which contained more than,ten acres m its,naturpls* asp.a --ated based on the surface area of landslymg:b�elow.Ure natural high water mark, a list is available from the Department)are never rivers. 2. Mean Annual High-Water Line of a river is the line that is apparent from visible markings or changes in the character of soils or vegetation due to the prolonged presence of water and that distinguishes between predominantly aquatic and predominantly terrestrial land. Field indicators i of bankfull conditions shall be used to determine the mean annual high-water line.Bankfull field indicators include but are not limited to:changes in slope,changes in vegetation,stain lines,top of pointbars,changes in bank materials,or bank undercuts. a. Inmost rivers,the first observable break in slope is coincident with bankfull conditions and the mean annual high-water line. b. in some river reaches,the mean annual high-water line is represented by bankfull field ` - first observable break in slope, or if no observable break in indicators that occur above the slope exists,by other bankfull field indicators.These river reaches are characterized by at least - two of the following features:low gradient,meanders,oxbows,histosols,a low-flow channel, or poorly-defined or nonexistent banks. c. in tidal rivers,the mean annual high-water line is coincident with the mean high water line determined under 310 CMR 10.23.the area of ver's mean_ line '{ horizontally utwardeais from the river landb paretween allelrline located 00 f et a awayeexceptrthat the 6 parallel line is located: a. 25 feet away in Boston,Brockton,Cambridge,Chelsea,Everett,Fall River,Lawrence, Lowe Malden,New Bedford,Somerville,Springfield,Winthrop,and Worcester; b. 25 feet away in densely developed areas,as designated by the Secretary of the Executive office of Environmental Affairs;and c. 100 feet away for new agricultural and aquacultural activities. Measured horizontally means that the riverfront area extends at a right angle to the mean annual high-water line rather than along the surface of the land. l Where a river runs through a culvert more than 200 feet in length,the riverfront area stops at k a perpendicular line at the upstream end of the culvert and resumes at the downstream end. When f a river contains islands,the riverfront area extends landward into the island from and parallel to ' the mean annual high-water line. !' (b) The physical characteristics of a Riverfront Area as described in 310 CMR 10.5 82O(a) are critical to the protection of the interests specified in 310 CMR 10.58(1). n . 310 CMR-395 05/12/00 a; f ,per �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION Metropolitan Boston—Northeast Regional Office JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner DEP File # 064-0344 RE:NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER SALEM ' TE: 12,4.2 2 o. �.:.. ...,-r1 OtJ ,,.4vf1M t�lt�;town) The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act(M.G.L. c. 131, §40): — Applicant: William Howard Owner: ._i_ » "7 Beverly Co-operative Bank i Address: 254 Cabot Street Address: - Beverly, MA 01915 I LOCUS: 315 Derby Street C; IF CHECKED,-THE FOLLOWING ITEM(S)APPLY TO THIS,NOTICE OF INTENT: A.-(X)-This project has been assigned the`following file# : 064-0344 Although a file# is being issued, please note the following: Why is stormwater standard 8 NA?Where is page 3 of stormwater form?Where are calc's for Vortechnics sizing?PIs.Note that Vortechnics TSS removal as rated by DEP (52% here) is less than the 80% given by manufacturer. How was Vortechnics numerically sized? Where are runoff calculations? What are provisions for 100-yr flow?What are sump depths of'yard drain,'cbs,Dmh?How will ALL flows be treated by Vortechnics?O&M plan must Ld.'responsible party, not use'should,' other non- mandatory words. C.()Other Regulatory Jurisdiction 1. O Application has been forwarded to Waterways Regulatory Program to determine if a Chapter 91 License is required. 2. () Applicant is advised to forward a copy of the Notice of Intent to the Corps of Engineers for review(call 1-800-362-4367 for information). D. O 401 Water Quality Certification The project described in your Notice of Intentrequires a 401 Water Quality Certification from the Department of Environmental Protection and may require submittal of a 401 application /'TformaSee below for further details: :' —- . T�il:,O Based upon the information suhmitte&in and with your-.Notice ofIntenta separate 401 Water.Quality Certification application form is not required. The Department has reviewed the plans submitted by the applicant and finds that there is reasonable assurance that the project or activity will be conducted in a manner that will not violate the Massachusetts Surface Water Quality Standards, provided that: (see page 2 for additional information) This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. 205A Lowell St. Wilmington,MA 01887 . Phone(978)661-7600 . Fax(978)661-7615 . TTD#(978)661-7679 Printed on Recycled Paper a) the applicant receives and complies with a Final Order of Conditions from the local conservation commission or the Department; b) The Order of Conditions does not cause the loss of more than 5,000sq.ft. of bordering vegetated wetlands and land under water and/or the dredging of more than 100 cubic yards of land under water; c) any loss of vegetated wetlands has been mitigated with a minimum replication of 1:1; and is not part of a subdivision; does not cause the loss of any Wetlands designated as d) The project is not exempt from the M.G.L. c. 131, §40-the Wetlands Protection Act; Outstanding Resource Waters; and does not cause the loss of any salt marsh. Therefore,provided that the above conditions are satisfied,the Final Order of Conditions will serve as the Water Quality Certification for this project. This does not relieve the applicant of the duty to comply with any other statutes or regulations. 2. ll Before the activity des^-riled in the Notice.o'_'Intent can a,,mmence, you must obtain a W?ter Quality Certification form from this Regional Office. Please complete the enclosed 401 Water Quality Certification application form and file it with this Regional Office for review. 3. ()Your project involves dredging of greater than 100 cubic yards of material or requires a permit from the Federal Energy Regulatory Commission for work in "waters of the Commonwealth." Therefore,your proposed project is subject to 314 CMR 9.00 and requires a Water Quality Certification. Please complete the enclosed 401 Water Quality Certification application form and file it with the Department of Environmental Protection,Waterways Program,and One Winter Street,Boston,NM 02108. Contact the Division of Waterways program at 617-292.-5655 if you have and questions. For more information please contact: Mr.RALPH PERKINS ,at 978- 661-7600. Cc: Conservation Commission: Salem Conservation Commission, City Hall 1 Salem Green Representative: Hayes Engineering Inc, 603 Salem Street COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY ELLEN ROY HERZFELDER Govemor '/1l �U1/ ✓ Secretary -KERRY Hove ALEY Lieutenantt GGovernor ROBERT W.GOLLEDGE,Jr. Commissioner September 15, 2003 The Beverly Cooperative Bank C/o George Atkins Ronan, Segal,and Harrington 59 Federal Street Salem,MA 01970-3470 Re: DEP Waterways License No. 9814/Waterways License Application No.W03-0792-N Derby and Lafayette Streets,Salem Dear Mr. Atkins: The Department of Environmental Protection has approved the referenced license authorizing you to perform certain activities pursuant to G.L. Chapter 91 and regulations 310 CMR 9.00. Any unauthorized substantial change in use or substantial structural alteration of any structure or fill authorized by the license shall render it void and issuance of a new waterways license will be required. Furthermore, this license must be recorded at the referenced Registry of Deeds within 60 days of the date of license issuance. Work or change in use authorized by this license shall not commence until said license and accompanying plans are recorded and the Department has received written notification of the date,book and page number of record. Please complete and return the enclosed Notification Form to this office. You are also required to notify the Department in writing of the date the authorized work or change in use is completed. Sincerely, Ben Lynch RCCEI V ED Program Chief [DEPT. EP 17 2003 Waterways Regulation Program OF PLANNING& cc: Mayor, City of Salem MUNITY DEVELOPMENT Salem Harbormaster Salem Conservation Commission Salem Planning Board CZM-North Shore Office This information is available in alternate format Call Aprel McCabe,ADA Coordinator at 1-617-556.1171.TDD Service-1.800.298-2107. DEP on the World Wide Web: http://w .mass.gov/dep £'a Printed on Recycled Paper �Il�e (10nawonweafth of fltassuouoeus No. 9814 o �bPrEF[S, The Beverly Cooperative Bank of--Beverly--in the County of--Essex --and Commonwealth aforesaid, has applied to the Department of Environmental Protection to–maintain: three existing buildings with a total footprint of approximately 13,742 square feet; a drive-through bank teller structure with a footprint of approximately 590 s.£; associated parking and driveway areas, and public open space with walkways and other amenities--------------------------------------------------------------------------- and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as required by law,to the --Mayor and City Council--of the -- City--of--Salem. ------------------------------------------------------------------------- NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application,hereby, subject to the approval of the Governor, authorizes and licenses the said- --The Beverly Cooperative Bank--, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto,to–maintain: three existing buildings with a total footprint of approximately 13,742 square feet;a drive- through bank teller structure with a footprint of approximately 590 s.f.; associated parking and driveway areas, and public open space with walkways and other amenities--------------------------- in and over filled and flowed tidelands of--the South River--in the--City--of–Salem--and in accordance with the locations shown and details indicated on the accompanying draft License Plan No. 9814 (3 sheets). The structures and fill authorized hereby shall be limited to the following uses: Buildings: Bank, office and community room; Parking area—public parking;Public open space,pathways and .. associated amenities--public access to open space for passive and active recreational purposes. Fill, structures,and uses on site were authorized by the following authorizations: HL 258 (1875); HL 324 (1876); HL 950(1886);HL 3969 (1915); and DPW 2372(1941). This License is valid for a term of 30 years from the date of issuance. By written request of the Licensee for an amendment, the Department may grant a renewal for the term of years not to exceed that authorized in this license. PRINTED ON RECYCLED PAPER License No. 9814 Page 2 This License is subject to the following Special Conditions and Standard Conditions: Special Condition 1: The Licensee shall construct and maintain in good repair the publicly accessible landscaped open space adjacent to the South River and seaward of the buildings,including a temporary Harborwalk,benches,lighting,signage and connecting pathways,as shown on the final license plans and as shown in detail on the Landscape Plan dated October 23,2002,revised December 12,2002,on file with the Department,or as otherwise approved in writing by the Salem Planning Department and the Department. As shown on the final license plans,the connecting pathways shall include a walkway extending from Lafayette Street along the southern side of the south building,and walkways connecting the bank building with the waterfront open space. In the event that construction of the proposed City of Salem Harborwalk has not commenced within two years from the date of the issuance of this License,the Licensee shall construct and maintain a paved Harborwalk no less than 10 feet wide,clear of any obstructions,in approximately the same location as shown on the final license plans,unless otherwise approved by the Department. Whether constructed by the Licensee or by another party,the Harborwalk shall be maintained by the Licensee for the term of this License unless other arrangements are approved by the Department. Special Condition 2: The seven on-site parking spaces shall be available for public use on a first come,first served basis in connection with the on-site retail and office uses,the community room, the open space area,and the City of Salem's Harborwalk. Special Condition 3:The Licensee shall provide and maintain a"gateway"design element at the entrance to the Harborwalk at Derby Street. This element shall be consistent with the"gateway" concept described in the approved Salem Municipal Harbor Plan,and shall be designed in consultation with the Salem Planning Department. Prior to construction or implementation of the "gateway",but no later than one year after the issuance of this License,the Licensee shall provide the Department with a draft design for its review and approval. Special Condition 4: The Licensee shall provide and maintain a room of approximately 1,000 square feet on the ground floor of the southernmost building for use as a community room. The room shall be furnished as necessary to accommodate the use of the room for meeting space by community groups, and shall include necessary amenities, such as tables, chairs, and trash receptacles. The room shall be available for use by community groups at no charge. The Licensee shall submit to the Department, for its review and approval,a Management Plan for the use of this room, including hours of availability,reservation procedures, and proposed marketing efforts by the Licensee to inform the public about the availability of the room. Special Condition 5:The Licensee shall maintain a publicly-accessible interior walkway through the bank building connecting the public sidewalk on Lafayette Street to the public walkways on the seaward side of the building, as shown on the final license plans. The walkway shall be approximately 7 feet wide, and shall be open to the public free of charge during the bank's hours of operation. Special Condition 6: The Licensee shall make a monetary contribution of$10,000.00(Ten Thousand Dollars)to an account established by the City of Salem for the purpose of planning, programming, designing, constructing, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipal Harbor Plan as approved by the Secretary of the Executive Office of Environmental Affairs on November 9,2000("MHP"). The payment shall be made to the City prior to the issuance of the Certificate of Occupancy for the bank. The Licensee shall provide proof of such payment to the Department within 10 days of said payment having been made. License No. 9814 Page 3 Special Condition 7: All exterior publicly accessible facilities, such as the open space,pathways benches,and parking spaces shall be open to the public,free of charge,twenty-four hours per day, seven days a week. The Licensee may adopt rules governing the publicly accessible areas of the site, subject to prior review and written approval by the Department, as are necessary for the protection of public health and safety and private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. No amendment to said rules shall be made without prior written approval by the Department. The use by the public of the free open space facilities and Harborwalk in accordance with this License shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. Special Condition 8: The Licensee shall place and maintain in good repair signage of an adequate size to be clearly visible to pedestrians from all walkway connections entering onto the site from Lafayette Street, and any other adjacent streets, sidewalks, walkways or bicycle paths. Unless otherwise approved by the Department, said signage shall: notify the public of the availability of the publicly accessible waterfront walkways and related facilities; state the hours of access; state that the walkways and other public amenities were required by the Department of Environmental Protection, specifically referring to the Waterways License number of the project, and the location on the site where a copy of the License may be inspected by the public. Prior to placement of said signage,the Licensee shall submit a draft signage plan to the Department for its review and approval. Said plan shall identify the text and design of each sign, as well as the proposed location of each sign. Said signage shall be consistent with all local laws and regulations. Said signage specified in this condition shall be completed and installed on site in accordance with the schedule specified in Special Condition 9. Special Condition 9: Except as otherwise specified in this License,the publicly accessible pathways, open spaces,signage,interpretive elements,and other exterior public amenities required herein shall be constructed,installed,and opened to the public prior to the issuance of the Certificate of Occupancy for the bank. The community room in the south building shall be available to the public no later than the issuance of the Certificate of Occupancy for the south building,but in any event no later than six months after the issuance of the Certificate of Occupancy for the bank. The Licensee shall provide the Department with copies of the Certificates of Occupancy within 15 days of issuance. Special Condition 10: Public views of the South River from the pathways and public streets shall be maintained as shown on the final license plans. All open spaces shall remain clear of view- obstructing landscaping, awnings, or other visual obstructions unless approved in advance by the Department. Special Condition 11:The Licensee shall allow the public to pass on foot, free of charge, from dawn to dusk,for any lawful purpose within the area of the subject property lying seaward of the present mean high water mark. This condition shall not be construed to prevent the Licensee from taking reasonable measures to discourage unlawful activity by users of the area intended for public passage,including but not limited to trespassing on adjacent private areas,depositing refuse of any kind or nature in the water and shore, and from excluding the public from portions of said structure(s) or property not intended for pedestrian passage. Further, the exercise by the public of free on-foot passage in accordance with this condition shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. The intent of this condition is to provide access in and across the intertidal zone located ori-site for activities such as strolling and viewing of the harbor in addition to the public rights of fishing, fowling, and navigation which already exist in private tidelands. Said allowance of passage shall commence upon issuance of the license to be issued pursuant hereto. License No. 9814 Page 4 Special Condition 12: The Licensee shall allow connections to be made to the pathway authorized herein from any adjacent existing or future pathways,bikeways,sidewalks, or any other non- automobile public way. Soeeial Condition 13:Within sixty days of the completion of the project,but in no event later than five years from the date of license issuance,or any extension thereof, the Licensee shall apply to the Department for a Certificate of Compliance pursuant to the Waterways Regulations,and provide the Department with an as-built plan stamped and signed by a registered professional engineer licensed to do business in the Commonwealth. Special Condition 14: All work authorized herein shall be completed within five (5) years of the date of License issuance. Said construction period may be extended by the Department for one or more one year periods without public notice, provided that the Applicant submits a written „ request for an extension to the Department no later than thirty(30) days prior to the expiration of said construction. Special Condition 15: This License will be subject to an annual compliance fee for nonwater- dependent uses of tidelands pursuant to 310 CMR 4.00. Please see Standard Waterways License Conditions below. Duplicate of said plan,number 9814 is on file in the office of said Department,and original of said plan accompanies this License, and is to be referred to as a part hereof. License No. 9814 Page 5 STANDARD WATERWAYS LICENSE CONDITIONS 1.Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all terms and conditions stated herein. 2.This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. - 3.Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4.This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This License may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee,its successors and assigns as an unauthorized and unlawful structure and/or fill. 5.The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6.Nothing in this Waterways License shall be construed as authorizing encroachment in,on or over property not owned or controlled by the Licensee,except with the written consent of the owner or owners thereof. 7.This Waterways License is granted subject to all applicable Federal,State,County,and Municipal laws,ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act,G.L.Chapter 131,s.40. 8.This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP. This License authorizes structure(s)and/or fill on: 2L Private Tidelands. In accordance with the public easement that exists by law on private tidelands,the Licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks,for the purposes of fishing,fowling,navigation,and the natural derivatives thereof. 2L Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely,for any lawful purpose,upon lands lying seaward of the low watermark. Said lands are held in trust by the Commonwealth for the benefit of the public. _a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this License. Unless otherwise expressly provided by this License,the Licensee shall not limit the hours of availability of any areas of the subject property designated for public passage,nor place any gates,fences,or other structures on such areas in a manner that would impede or discourage the free flow of pedestrian movement thereon. License No. 9814 Page 6 The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department,and compensation thereof has been made by the said---Beverly Cooperative Bank—by paying into the treasury of the Commonwealth--ten dollars and zero cents($10.00)--for each cubic yard so displaced,being the amount hereby assessed by said Department(0 Cubic Yards=$0.00). Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within 60 days from the date hereof,in the Registry of Deeds for the County of Essex. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this 15th day off September in the year two thousand and three. Program Chief v v Department of Program Directorla4- Environmental Protection Commissioner V AA THE COMMONWEALTH OF MASSACHUSETTS This license is approved in consideration of the payment into the treasury of the Commonwealth by the said-----Beverly Cooperative Bank-------of the further sum of---($0.00)---the amount determined by the Governor as a just and equitable charge for rights and privileges hereby granted in the land of the Commonwealth. BOSTON Approved by the Governor. Governor 3 N O b� Gf U4Lloly ggly i o 5 > 3 ZE c . =N sN H15TOR/C MEAN s' y LOW WATER LO .9 No 27145 y 2 y W T Ok `S�ONALENt��'kN x4- f LOCUS MAP SCALE. 7=800 vnorarcnr y��r 3�e: A s . c ARF4 OF FILLED __ r COMMONWEAL TH TIDELAND=7,774 S.F. e AREA OF BLD. /N COMMONWEALTH eecaw TIDELAND=4,210 SF ow? Rl r 115TORIC MEAN LOW WATER LAFAYETTE STREET EXISTING PRO✓ECT S/TE IS BELOW ELEVATION 10.0, THE PRO✓ECT LOCATION.- 2315 DERBY STREET NGVD GRADE OF THE FEMA 100 SALEM, MASS., AUGUST 1, 2003 YEAR FLOOD. ASSESSORS MAP 34, PARCEL 444 EX/ST/NG COND/T/ONS PLAN O' 20' 40' 80' DATUM: Y.L.W. 100 YR. FLOOD EL.=14.84 M.LW, EL=10 SCALE. 1=40' SHEET 1 OF 3 N.G. VD. TAKEN FROM F./.R.M. 250102 0001 B. REV15ION DATE AUGUST 5, 1985.) g PLANS ACCOMPANYING PET/TION OF THE BEVERL Y CO-OPERAT/VE 84NK TO Z , CONSTRUCT PARKING AND A DRIVE THRU AND RE-USE EXISTING BUILDING ON FILLED p TIDELANDS ON THE SOUTH RIVER, SALEM - - - MASSACHUSETTS, ESSEX COUNTY _.-_ R/VER Sm H/STOR/C MEAN 5 LOW WATER sA4Jsr ESTE?' LO US� ._�� mS�ONALENC' I O y GR4N/TE m �` I SEE LICENSE 2 BLOCK WALL W LOCUS MAP ,{950 f7LLE0 ^� � SCALE.• 1=800 f PR/OR 10 1886 H/GHWA7FR�A[ARK \ ELEVA7JON 7.0 (NGI�DJ GRAN/TE F =- ` CLEVAT/ON r 11.84 (A&W) BLOCK WALL PRbPOSFO C/TY WALKW,q , � RIVE WAY • �� . � 2372 �,� I. I F pRIVE COQ' X256/324 i I �. PR LICENSE � I I #3969 /• I y EX6T/NGI \ PROP. B///LD/NG — OR/I/E WAY I a_-, - I TO AL AREA= PARK/NG I 742 5.f. 1 ". EX/ST/NG 1 EX/ST ti BUILDING , H/STOR/C MEAN 3 U/LD v1 f I LOW WATER OFFICE & TWO OFFICE; COMMUNITY ROOM } I �s L4FAYETTE STREET EX/ST/NG PRO✓ECT SITE /S BELOW ELEYAT/ON 10.0, THE PRD✓ECT LOCATION.- #315 DERBY STREET NGVD GRADE OF THE FEMA 100 . SALEM, MASS., AUGUST 1, 2003 YEAR FLOOD. ASSESSORS MAP 34, PARCEL 444 PROPOSED CONDITIONS PLAN O' 20' 40' 80' DATUM.• M.L.W i 100 YR. FLOOD EL.=14.84 M.L.W., EL.=10 SCALE.• 1"--40' SHEET 2 OF 3 N.G. V.D. (TAKEN FROM F./,R.M. 250102 0001 R REV/S/ON DATE AUGUST 5, 1985., UCENE PLAN NOS Q '4 PLANS ACCOMPANY/NG PET/T/ON OF THEvwp � 0 V BEVERL Y C0—OPERA T/VE BANK TO CONSTRUCT PARK/NG AND A DR/VE THRU AND RE—USE EX%ST/NG BU/LD/NG ON FILLED TIDELANDS ON THE SOUTH R/VER, SALEM MASSACHUSETTS, ESSEX COUNTY. C2� pc-E9J. 9C5 & o GGPEN u+ 51 a l o CNIL U ,9 No "'145 S > .e �`GySTE��O ..- � 5>' 011SN (R �I Ste' 3,Z,Ctg LOCUS MAP SCALE- 1=800 t v IK fL { VIEW ONE ENTRY TO SEMI- PUBLIC ACCESSWAY NEW CURLED BR/CK WALL :'Q 2 l ENTRY TO SEMI-PUBLIC ACCESSWAY NEW CURI/ED BR/CK WALLVIEW TWO EX/ST/,NG PRO✓ECT SITE /S BELOW ELEVAT/ON 10.0, THE ARO✓ECT LOCATION- 2315 DERBY STREET NGV9 GRADE OF THE FEMA 100 SALEM, MASS., AUGUST 1, 2003 YEAR FLOOD. 4SSESSORS MAP 34, PARCEL 444 SU/LD/NG fZfVAT/ONS PLAN 0' 15' 30'' 60' 9ATUM." M.L.W '00 YR" FLOOD EL.=14.84 M"L.W., EL.=10 SCALE- 1"=30' SHEET 3 OF 3 V.G. VD. (TAKEN FROM F./.R.M. 250102 0001 _ 7 RE V/S/ON DATE AUGUST 5, 1985.x, UCENSE PIAN NO, 9 O 1 y °LANS ACCOMPANY/NG PET/T/ON OF THE �01� d Q11r61�evbd[Otll 3EV/ERL Y CO—OPERATIVE BANK TO � �," 'ONSTRUCT PARK/NG AND A DR/VE THRU IND RE-USE EXISTING SU/LD/NG ON FILLED 7DELANDS ON THE SOUTH R/VER, SALEM 4ASSACHUSE7TS, ESSEX COUNTY. ED Applicant: Beverly Cooperative Bank r,�._ t"F` L—IV —EP-1. 1 1 Notice of Intent Derby and Lafayette Streets ' Salem, Massachusetts ' November 2002 Hayes Engineering, Inc. ' Civil Engineers & Land Surveyors 603 Salem Street ' Wakefield, MA 01880 ' NOTICE OF INTENT PROJECT DESCRIPTION ' DERBY AND LAFAYETTE STREETS SALEM, MASSACHUSETTS October 28, 2002 ' LIST OF PLANS AND DOCUMENTS Identifying Number/ Letter Title/ Date PLANS Site Plan; Proposed: BeverlyCo-operative Bank P Derby and ' Lafayette Street, Salem MA; Hayes Engineering, Inc.; Date: 9/27/02, revised through 11-25-02 (1 sheet). Detail Sheet; Proposed: Beverly Co-operative Bank, Derby and ' Lafayette Street, Salem MA; Hayes Engineering, Inc.; Date: 9/27/02, revised through 10-22-02(1 sheet). A Attachment to Notice of Intent, Derby and Lafayette Streets, Salem, MA; October 28, 2002 B List of Owners, Derby and Lafayette Streets, Salem, MA Proposed Vortechs Sizing, Beverly Co-Operative Bank, Lafayette ' C Street @ Derby Street, Salem, Massachusetts by Hayes Engineering, Inc.; dated October 21, 2002 (4 pages), with associated D.E.P. Policy Stormwater Management Form (5 ' pages). 1 1 -7.12/02/02 11:41 FAX 7812467596 HAYES ENGINEERING 1@002/002 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 3 — Notice of Intent Provided by_DEP Massachusetts Wetlands Protection Act M.G.L. c- 131, §40 7pej, A. General Information Important: When filling out 1- Applicant: forms on the Beverly Co-operative Bank do William Howard computer,use Name E-Mail Address only the tab 264 Cabot Street key to move your cursor- Malting Address do not use the Beverly MA 01915 return key. City/rown State Zip Code (978)922-8938 (978)922-9060 °m Phone Number Fax Number(if applicable) 2. Representative(if any): 1°a Hayes Engineering Inc. Finn Elizabeth Wallis/Peter J.Ogren Iwallis@hayeseng.com Note: Contact Name E-Mail Address Before 603 Salem Street completing this Mailing Address fort consult Wakefield Ma 01880 your local Conservation cityRawo State Zip Code Commission 781-246-2800 781-246-7596 regarding any Phone Number Fax Number(4 applicabie) municipal bylaw or ordinance. 3. Property Owner(if different from applicant): Refer to the attached"List of Owners' Name Mairmg Address City/Town - State Zip Code 4. Total Fee: $250.00 (from Appendix B:Wetland Fee TrensmiGal Forth) 5. Project Location: #315 Derby St,#73,#75-77,8"7and#89 Lafayette St Salem .Street Address etty/rown ,r Map 34 Lots 430 431,433,435,444 Assesson;Map/Phd Number Pareal A_ot Number S. Registry of Deeds: Essex south Refer to attached"List of County Owners" Page Caniticate(d Registered Land) VY'A*MdiA=•AN=dy o•m-101102 Haas i we ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' A. General Information (cont.) ' 7. Summary of Project Impacts: a. Is any work being proposed in the Buffer Zone? ' ® Yes If yes, how many square feet? 20,250 ' Square Feet ❑ No ' b. List the impacts of proposed activities on each wetland resource areas (temporary and permanent impacts, prior to restoration and mitigation): ' Resource Area Size of Impact (e.g., sq. ft.) Land Subject to Coastal Storm Flowage 11,800 s.f. 1 1 1 ' B. Project Description ' 1. General Project Description: The applicant proposes to construct a drive thru bank facility, driveway, parking area, and perform landscaping activities as shown on the accompanying plan ' 2. Plan and/or Map References: Refer to attached "List of Plans and Documents". Title Date ' Title .Date Wpa(orm3.doe•Appendix D•rev.11/25/02 Page 2 orb ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands ' WPA Form 3 - Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 town C. Activities Subject to Regulation 1. a. Check the applicable resource areas if work is to be conducted in an associated Buffer Zone: Inland Resource Areas Coastal Resource Areas ❑ Inland Bank ❑ Coastal Beach ❑ Barrier Beach ❑ Bordering Vegetated Wetland (BVW) ❑ Rocky Intertidal Shore ❑ Coastal Dune ' ❑ Salt Marsh ® Coastal Bank ' b. Complete for all proposed activities located, in whole or in part, in Wetland Resource Area(s). Inland Resource Areas: Bordering Vegetated Wetlands: Bordering Land Subject to Flooding: ' N.A. N.A. Square Feet altered Volume of Flood Storage Lost(cubic feet) ' Square Feet replaced Volume of Flood Storage Compensation(cubic feet) Land Under Water Bodies: Isolated Land Subject to Flooding: N.A. N.A. ' Square Feet altered Volume of Flood Storage Lost(cubic feet) Cubic Yards dredged Volume of Flood Storage Compensation(cubic feet) ' Bank: N.A. ' Linear Feet altered ' Coastal Resource Areas: Coastal Dune: Land Under Salt Pond: ' N.A. N.A. Square Feet altered Square Feet altered Cubic YardsNolume removed Cubic Yards dredged - ' Salt Marsh: Rocky Intertidal Zone: N.A. N.A. ' Square Feet altered Square Feet altered Coastal Bank: Designated Port Area: N.A. N.A. Linear Feet altered Square Feet altered Wpaform3.doc•Appendix D•rev.10/29/02 Page 3 of 8 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands ' WPA Form 3 - Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town C. Activities Subject to Regulations (cont.) ' Fish Run: Land Containing Shellfish: N.A. N.A. Linear Feet altered Square Feet altered ' Land Subject to Coastal Storm Flowage: Beach: 11,800 S.f. N.A. Square Feet altered Square Feet altered Land Under Ocean: N.A. ' Square Feet altered Cubic Yards dredged Riverfront Area: ' a. Name of Waterway (if available): South River ' b. Width of Riverfront Area (check one): ' ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ' ® 200 ft. -All other projects ' c. Describe how the Mean Annual High-Water Line was determined: Seaward edge of seawall. ' d. Distance of proposed activity closest to the Mean Annual High-Water line: No work proposed within Riverfront Area. Feet e. Total area of Riverfront Area on the site of the proposed project: ' Square Feet f. Proposed alteration of the Riverfront Area: 1 Total Square Feet Square Feet within 100 ft. Square Feet between 100 ft.and 200 ft. Wpaform3.doc•Appendix D•rev.11/25/02 Page 4 of 8 ' Massachusetts Department of Environmental Protection DEP File Number: ' Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town C. Activities Subject to Regulation (cont.) 2. Check all methods used to delineate the Bordering Vegetated Wetland (BVW).boundary: ' ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP (attached) ❑ DEP BVW Field Data Form (attached) ❑ Final Determination of Applicability issued by Conservation Commission (attached) ' ❑ Other Methods for Determining the BVW boundary (attach documentation): ❑ 50% or more wetland indicator plants ' ❑ Saturated/inundated conditions exist ❑ Groundwater indicators ' ❑ Direct observation ' ❑ Hydric soil indicators ❑ Credible evidence of conditions prior to disturbance. ' 3. a. Is any portion of the proposed project located in estimated habitat as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program? ' ❑ Yes If yes, include proof of mailing or hand delivery of NOI to Natural Heritage and Endangered Species Program ' Division of Fisheries and Wildlife Route 135, North Drive Westborough, MA 01581 ' ® No 2000-2001 edition Salem Quadrangle Date of Map b. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? ' ❑ Yes If yes, provide name of ACEC (see Appendix D for ACEC locations): ' ACEC ® No c. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands ' Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? ❑ Yes ' ® No Wpaform3.doc•Appendix D•rev.10/29/02 Page 5 of 8 Massachusetts Department of Environmental Protection DEP File Number: ' Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' D. Performance Standards ' 1. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 or 310 CMR 10.53? ❑ Yes If yes, describe which limited project applies to this project: ' Limited Project ® No ' 2. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the wetlands regulations, 310 CMR 10.00. ' ❑ Yes If yes, describe which exemption applies to this project: Exemption ® No 3 a. Is the project located in the Riverfront Area? ' ® Yes If yes, indicate the proposed project purpose: ' ❑ Single Family House ❑ Industrial Development ❑ Residential Subdivision ® Commercial Development ❑ Transportation ❑ Other(describe) b. Was the lot where the activity is proposed created prior to August 1, 1996? Yes ❑ No ' 4. a. Describe how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Attach narrative and supporting documentation. ' b. Is this project exempt from the DEP Stormwater Policy? ' ❑ Yes If yes, explain why the project is exempt: ® No If no, stormwater management measures are required. Applicants are encouraged to ' complete Appendix C: Stormwater Management Form and submit it with this form. Wpaforrn3.doc•Appendix D•rev.10/29102 Page 6 of 8 ' 11/22/02 . 18:01 FAX 7812167596 HAYES ENGINEERING IPJ 003 ' Massachusetts Deparianent of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 3 - Notice of Intent Providad by DEP ' Massachusetts Wetlands Protection Act M,G_L. c. 131, §40 town E. Additional Information Applicants must include the following With this Notice of Intent(NOI); ' • USGS or other map of the area (along with a narrative description, If necessary), containing sufficient information for the Conservation Commission and the Department to locate the site. • Plans identifying the location of proposed activities(including activities proposed to serve as a Bordering Vegetated Wetland(BV"replication area or other mitigating measure) relative to the ' boundaries of each affected resource area. W Other material iderttify)ng and explaining the determination of resource area boundaries shown on plans(e.g.. a DEP BVW Field Data Form), • List the titles and final revision dates for all plans and other materials submitted with this NOI. F. l=ees The fees for work proposed under each Notice of Intent must be calculated and submitted to the Conservation Commission and the Department(see Instructions and Appendix B.Wetland Fee ' Transmittal Form). No fee shall he assessed for projects of the federal government, the Department or cities and towns of the Commonwealth. ' Applicants must submit the following information(in addition to pages 1 and 2 of Appendix B)to confirm fee payment: Check Number Check date Payor name on check Applicant name(If different froth payor) ' G. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Irri ent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. 1 understand ' that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a)_ ' 1 further certify under penalties of pe jury that all abutters were notified of this application, pursuant to the requirements of M_G.L c. 131, §40. Notice must be made in writing by hand delivery or certified mail (return receipt requested)to all abutters within 100 feet of the property line of the project location. ' Sign Applicant X ' Signature of property Owner(d dMferenq Date ' Signature of Represarrtabye(rf any) Dam wpafannB.doC•AeFndlx D•rare 11=M P9pe 7 or A HAYES ENGINEERING, INC. 603 SALEM STREET ' CIVIL ENGINEERING& WAKEFIELD, MA 01880 LAND SURVEYORS M45 (781)246-2800 �� \�Pik�. �;� � 1 i ��6'.✓ � �� e 4 t P or. • V 0 , / �mlt Course ` �S"slte - �• ��_ __ odoty a o O 5\ Rin f a roe /Qo: i� i Porn[ / rN Neck , ` 1 0 ova �"^' rr i r C? r a' r nor Sch SubsV r a� 'Piq&., a 16t A •• ®. erpla 8/ai'9a� ,r K app* �: � JI • .(1a da .� /lock al mTerminin rf = �� `'� SOUTH C7 W si "E� Hal �CFI�v`✓ �" `/ tai s r�/�' l laatnla'r.— s _ nth � R iti �e,r �� Part Poing, r P aw. w oue R�O 1 UNITED STATES GEOLOGICAL SURVEY MAP LOCUS MAP N t SALEM QUADRANGLE LAFAYETTE AND DERBY STREET rr SCALE: 1:25,000 (metric contours) SALEM, MASSACHUSETTS 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix B — Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' Important: A. ApplicantInformation When filling out ' forms on the computer, use 1. Applicant: only the tab key to move Beverly Co-operative Bank c/o William Howard ' your cursor- Name do not use the 254 Cabot Street return key. Mailing Address Beverly MA 01915 Citylrown State Zip Code (978) 922-8938 Phone Number ' 2. Property Owner(if different): Refer to attached "List of Owners". Name Mailing Address City/Town State Zip Code Phone Number 3. Project Location: #315 Derby St., #73, #75-77, 83-87and#89 Salem Lafayette St., City/rown ' 15 Peabody Street B. Fees ' To calculate filing fees, refer Abbreviated Notice of Resource Area Delineation (Form 4A): to the category ' fee list and The fee is calculated as follows (check applicable project type): examples in Section of this form.. single family house project X$1.00= (feet of BVW) Total fee(not to exceed$100) ' ❑ all other projects X$1.00= (feet of BVW) Total fee(not to exceed$1,000) State share of filling fee: ' (1/2 of total fee less$12.50) City/Town share of filling fee: (1/2 of total fee plus$12.50) WPA Appendix B Page 1 of 3 Rev.02100 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix B — Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' U. Fees (cont.) ' Abbreviated Notice of Intent(Form 4) or Notice of Intent (Form 3): The fee should be calculated using the following six-step process and worksheet: Step 1/Type of Activity: Describe each type of activity (see Section D for a list of activities)that will occur in wetland resource area and buffer zone. ' Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories in Section D. ' Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category(identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should ' be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. ' Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. ' Step 1/Type of Activity Step 2/Number Step 3/Individual Step 4/Subtotal of Activities Activity Fee Activity Fee Parking lot in buffer zone (Category 2.b.) 1 $250.00 $250.00 Step 517rotal Project Fee:$250.00 Step 6/Fee Payments: Total Project Fee:$250.00 ' (Total fee from Step 5) State share of filing fee:$112.50 (1/2 total fee less$12.50) City/Town share of filling fee:$137.50 (1/2 total fee plus$12.50) WPA Appendix B Page 2 of 3 Rev.OVO0 1 1 AFFIDAVIT OF SERVICE 1 Under the Massachusetts Wetlands Protection Act 1 (to be submitted to the Massachusetts Department of Environmental Protection and the Conservation Commission 1 when filing a Notice of Intent) 1 I RlR4kb EQPu"Fnf hereby certify under the pains and penalties of perjury that on ovEm �J £u�2 I gave notification to abutters in 1 compliance with the second paragraph of Massachusetts General Laws, Chapter 131, 1 Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994, in connection with the following matter: Construction of bank facility, driveway and 1 landscaping activities. 1 A Notice of Intent filed under the Massachusetts Wetlands Protection Act by 1 Beverly Cooperative Bank with the Salem Conservation Commission on Mown 6, 2.S,2& for property located#315 Derby St., #73, #75 -77,83-87 and #89 Lafayette St. 1 1 The form of the notification, and a list of the abutters to whom it was given and 1 their addresses, are attached to this Affidavit of Service. Name Date 1 1 1 1 Notification to Abutters Under the Massachusetts Wetlands Protection Act And Salem Wetlands Protection Ordinance In accordance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, you are hereby notified of the following. A. The name of the applicant is: Beverly Co-operative Bank. ' B. The applicant has filed a Notice of Intent with the Conservation Commission for the municipality of Salem seeking permission to work within an Area Subject to Protection Under the Wetlands Protection Act (General Laws Chapter 131, Section 40) and the Salem 1 Wetlands Protection Ordinance. C. The address of the lot where the activity is proposed is:#315 Derby St., #73, #75 -77,83-87 and #89 Lafayette St, 15 Peabody St.(Assessor's Map 34, Lots 430 431 432 433 434 and 444). D. The activity proposed on the site: Construction of bank facility, driveway, parking and landscaping. E. Copies of the Notice of Intent may be examined/obtained at: Hayes Engineering, Inc., 603 Salem Street, Wakefield, MA 01880 between the hours of IPM and 4:30PM on the following days of the week: Monday through Thursday by appointment only. For more information, call: (781)246–2800. Check one: This is the_applicant, X representative, or—other (please specify). 'F. Information regarding the data, time and place of the public hearing may be obtained from: Salem Conservation Commission(office hours vary). Check one: This is the_applicant, _ representative, or_ other (please specify). "NOTE: Notice of the public hearing, including its date, time and place, will be published at least five (5) days in advance in a newspaper with general circulation. *NOTE: Notice of the public hearing, including its date, time and place, will be posted in the City or Town Hall not less than forty-eight (48) hours in advance. NOTE: You also may contact your local Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact the DEP, call: Central Region: (508) 792-7650 * Northeast Region: (978)661-7600 Southeast Region: (978) 946-2800 Western Region: (413) 784-1100 LIST OF ABUTTERS — 100 FT. LAFAYETTE STREET SALEM, MASSACHUSETTS October 31, 2002 LOCUS MAP Parcel Lot Location Owner Reference 34 0430 0 73 Lafayette Street Salem Lafayette LLC 13636/280 73 Lafayette Street Salem, MA 01970 34 0431 0 75 Lafayette Street Salem Lafayette First Rlty. Trust 13846/344 75 Lafayette Street Salem, MA 01970 34 0432 0 85 Lafayette Street Asahi Realty Trust 17072/485 85 Lafayette Street Salem, MA 01970 34 0433 -- 89 Lafayette Street Massachusetts Electric Co. Certf. 23049/93 89 Lafayette Street Doc. 102562 Salem, MA 01970 34 0444 -- 315 Derby Street City of Salem 3282/381 City Hall Salem, MA 01970 ABUTTERS MAP Parcel Lot Location Owner Reference 34 0434 0 91 Lafayette Street Wendy's Old Fashioned Hamburg 13549/310 91 Lafayette Street Salem, MA 01970 34 0443 -- 311 Derby Street Jerome R. Sousa, Jr. 9731/366 311 Derby Street Salem, MA 01970 34 0485 51 Lafayette Street Rerai Cord 14908/328 51 Lafayette Street Salem, MA 01970 34 0419 48 Lafayette Street City of Salem 5853/465 City Hall 1 Salem, MA 01970 ' List of Abutters Lafayette Street, Salem, MA October 31, 2002 MAP Parcel Lot Location Owner Reference 34 0417 76 Lafayette Street Lafayette Realty Trust 15500/553 34 0416 82 Lafayette Street 76-82 Lafayette Street 15500/553 Salem, MA 01970 34 0400 86 Lafayette Street DPC Trust 14326/487 86 Lafayette Street Salem, MA 01970 ' 34 0415 90 Lafayette Street Ginno Realty Trust 14581/448 90 Lafayette Street Salem, MA 01970 35 0259 300 Derby Street CLC V Realty Trust 13683/328-330 Kim Marie Marotta, Tr. 300 Derby Street Salem, MA 01970 1 ATTACHMENT TO NOTICE OF INTENT DERBY AND LAFAYETTE STREETS SALEM, MASSACHUSETTS ' October 28, 2002 Project Narrative The project consists of activities associated with the construction of a drive-through bank facility, including associated grading, paving, landscaping, removal of existing structures, installation of drainage system components, access and egress drives, and walkways. Currently, the locus is fully developed, containing three commercial / industrial buildings, a variety of structures, fill material and areas of pavement. Portions of the project are within Land Subject to Coastal Storm Flowage, riverfront area and buffer zone areas as shown on the accompanying Hayes Engineering, Inc plan titled "Site Plan, Beverly Cooperative Bank, Derby and Lafayette Street, Salem, MA" and as described below. Activities proposed within coastal resource and buffer zone areas are jurisdictional under both the Massachusetts Wetlands Protection Act and the Salem Wetlands Protection Ordinance and are thus required to comply with regulatory standards. These standards and how the project will meet them are outlined below. Regulations Wetlands Protection Act (310 CMR 10.00 et. an ' Land Subject to Coastal Storm Flowage (310 CMR 10.04) Land Subject to Coastal Storm Flowage (LSCSF) is defined in 310 CMR 10.04 as "Land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record, whichever is greater". For this site, the upper extent of Land Subject to Coastal Storm Flowage is at elevation 10'. Approximately 11,800 square feet of this resource area will be altered by activities associated with construction of the parking lot as shown on the aforementioned plan and is therefore subject to regulation under the Massachusetts Wetlands Protection Act (M.G.L.ch. 131, sec. 40). However, there are no performance standards for activities ' proposed in this resource area specified within the Wetlands Protection Act Regulations. Buffer Zone Work will be conducted within the 100' buffer zone associated with a coastal Bank resource area located along the existing seawall. Approximately 20,250 s.f. of buffer zone disturbance will result from this project, as described above. The project will provide improvements to the buffer zone consisting of introduction of comprehensive stormwater management system to intercept and provide on-site treatment of runoff, reduction of impervious surface area, beautification through removal of unsightly materials, introduction of landscaped areas and creation of public walkways. ' 1 Attachment to Notice of Intent, Derby and Lafayette Streets, Salem, MA October 28, 2002 Salem Wetlands Protection Ordinance (Chapter 50) Work will be conducted within resource and buffer zone areas regulated under the jurisdiction of the local Wetlands Protection Ordinance. Since there are no performance standards specified in the Ordinance, or any associated Regulations for work within these areas, no additional measures are proposed other than those described for the Massachusetts Wetlands Protection Act. 1 2 PROPOSED VORTECHS SIZING 1 BEVERLY CO-OPERATIVE BANK LAFAYETTE STREET @ DERBY STREET tSALEM, MASSACHUSETTS October 21, 2002 • ' The purpose of the following analysis is to determine the peak flow to the proposed treatment system (Vortechs system) such that 80%total suspended solids can be removed to meet as closely as possible the DEP Stormwater Management Policy criteria for water quality treatment. The Vortechs System stormwater treatment system was chosen as a BMP (Best management practice)for TSS removal because it allows the stormwater flow from all paved areas to be conveyed through the system while still meeting maximum TSS removal. In addition, maintenance of accumulated sediments is easily accomplished with a vacuum truck. , ' Based on previous designs, the engineers at Vortechs have determined that treatment system sizing should be based on the peak flow gererated from the 25-year 24-hour storm event. The peak flow is compared to their charts and an appropriately sized system is selected. ' The drainage calculations were based on the rational method. The only stormwater to be treated is the runoff from the paved area which is 0.202 acres. The intensity used for the 25-year storm is 6.0 inches/hour. Using these values with the rational method will produce a peak flow of 1.15 cubic feet per second. At this design flow rate the Vortechs Model 1000 (rated up to 1.6 CFS)was chosen as the appropriate design model for stormwater treatment. RATIONAL METHOD Q=CxlxA o' Mass Coeficient=0.95 90 PL.E F N Area=0.202 Acres o� s� Intensity for 25 year stone=6.0 in/hr cc v J No 27145 O "' Q=(0.95)(0.202 Acres)(6.0 in/hr) A99FG SrE�� -� Q=1.15 CFS Fssiohn�� 1 ormwa t er Treatment System What are your site's stormwater treatment criteria? If the list includes high pollutant removal efficiencies, minimal land consumption, and easy access for monitoring and maintenance, your options have ' just been significantly narrowed. The Uortechs Stormwater Treatment System, a major advancement in oil and grit separator technology, efficiently removes grit, contaminated sediments, metals, hydrocarbons and floating contaminants from surface runoff. "We have worked with The Uortechs System's innovative design combines Vortechnics on at least a swirl-concentrator and flow-control technologies to dozen stormwater eliminate turbulence within the system. These management plans for ' features ensure proper physical separation and some of our largestcorporate clients. Their capture of sediment and oils-even at flow rates of efficient turnaround on ' up to 25 cfs-and prevent resuspension and our requests for technical release of trapped pollutants. support and CADD ' • Large capacity system provides an 80% net TSS drawings has expeditedthe permitting process removal rate for the design storm-not just for our clients. We turn during the "first flush" to Vortechnics when • Installs below grade, minimizing land use we need innovative • Custom-built of precast concrete near the job site stormwater solutions." ' • Low pump-out volume and one-point access - Lawrence Marsiglio, PE. reduce maintenance costs Senior Civil Engineer, ' • Unique baffle design prevents oils and other Barakos-Landino, Inc. floatables from escaping the system during cleanout Vortechs Systems may be used in a wide range of water-quality improvement applications, including: ' Wetlands/Waterfront �4ft Protection Retail Development Industrial Sites it ha ' Municipal Improvements Commercial Development g CSO Abatement ' Transportation Facilities Rxistinn Rita Ratrnfits rpoeiration WIN Pla $� er ..► e net I cTSsettlele s:ds _ riffs a" a >.r s >=tint Chamber UI Chamber% rnv CQMroI a �0' I Sts Offle aII ' a ''y° °Baffle!Nell af�p ap s�.Me:, tablIfl 4n. ye3ola ereven4dunrag dean �. P ✓ oukfigb _ yslstar�tow''surges T � f �` ' Flo Cnntro�Chatn�er "_ it ases�ah�d"VV' 'a ev8�tio ew,�Jr��eatheP . - ��R h4` �:... "�,.. �a:9 o i by<• -..:.�`S`P.A,s. s`ti. `l. 1 5 " ' 1) Initial Wet Weather Phase 2)Transition Phase During a two-month storm event the water level begins to As the inflow rate increases above the controlled outflow rise above the top of the inlet pipe. This influent control rate, the tank fills and the floating contaminant layer accu- ' feature reduces turbulence and avoids resuspension mulated from past storms rises. Swirling action increases of pollutants. at this stage, while sediment pile remains stable. u= f rt x' x � p ' 3) Full Capacity Phase 4) Storm Subsidence Phase/Cleaning When the high-flow outlet approaches full discharge, storm Treated runoff is decanted at a controlled rate, restoring the ' drains are flowing at peak capacity. The Vortechs System is water level to a low dry-weather volume and revealing a conical designed to match your design storm flow and provide treat- pile of sediment. The low water level facilitates inspection and ment throughout the range of storm events without bypass- cleaning, and significantly reduces maintenance costs. The ing. To accommodate very high flow rates, Vortechnics can system's central baffle prevents transfer of floatables to the ' assist designers with configuring a peak-flow bypass. outlet during cleaning or during the next storm. 0 — N" the rtecM Stormwater Treatment System D Plus UT�poal�j Perforated Covers Typical INV, 3W 4 Plan View Elevation View To begin the design of your 7- - Vortechs System, refer to the Vortechs' Grit Chamber Peak Sediment oil Approx. 'es�p SqeO Diameter/Area 10 LxW Model F StoraqeO Storages sizing chart below and com- CIS yds� gals. It plete a Specifier's Worksheet to 1.6 1 .�' 75127ba I provide details about your site 3 2.8 1.25 and design flows. Then simply j 4.5 1.75 fax or mail the worksheet to 4000 `6%286.0 2.5 %388.5 3.25 Vortechnics with your site plan, . 7000; �"o T1 0 4.0 ov � _ and we'll produce detailed 4 : , , 4.75 Vortechs System scale draw- g I 14.0 I - , 11 79 17.5 �5 ings free of charge. 325.0 Metric,bpelfcetron Chart A io6,eqy.m,ung.vo=mnw '`4 - �. � �a nll Vortechs System Inlet/Outlet Configurations Vortechs Systems can be configured to accommo- date various inlet and outlet pipe orientations. The inlet pipe can enter the end or side of the End Inlet t Side inlet F7T tank at right angles - outlet pipes can exit the end TO Polish or the side of system at most angles. A side inlet I optimizes grit chamber swirling action and is the preferred inlet configuration. LD__ t Offline l t Pretreatment TO Outfall ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands ' WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Property Information Important: When filling out 1. The proposed project is: forms on the computer, use only the tab New development ❑ Yes ley to move ' your cursor- ❑ No do not use the return key. ' �h Redevelopment ® Yes ❑ No a�a Combination ❑ Yes (If yes, distinguish redevelopment components from new development components on plans). Note: ❑ No This November 2000 version of the Stormwater 2. Stormwater runoff to be treated for water quality are based on which of the following calculations: ' Management Form supersedes ❑ 1 inch of runoff x total impervious area of post-development site for discharge to critical areas earlier versions (Outstanding Resource Waters, recharge areas of public water supplies, shellfish growing areas, including those swimming beaches, cold water fisheries). contained in DEP's Stormwater ® 0.5 inches of runoff x total impervious area of post-development site for other resource areas. Handbooks. 3. List all plans and documents (e.g. calculations and additional narratives) submitted with this form: "Proposed Vortechs Sizing, Beverly Cooperative Bank, Lafayette Street @ Derby Street, Salem, MA;" Date: October 21, 2002 ' "Site Plan" revised 10/28/02, "Detail Plan" rev. 10/22/02 "Operations and Maintenance Plan" Derby and Lafayette Street Salem MA; 10/28/02 ' Notice of Intent Beverly Cooperative Bank Derby and Lafayette Streets Salem MA B. Stormwater Management Standards DEP's Stormwater Management Policy(March 1997) includes nine standards that are listed on the ' following pages. Check the appropriate boxes for each standard and provide documentation and additional information when applicable. ' Standard#1: Untreated stormwater ® The project is designed so that new stormwater point discharges do not discharge untreated stormwater into, or cause erosion to, wetlands and waters. Wpaform3 tloc•Appentliz D-rev.11/25/02 Page 1 of 1 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands ' WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard #2: Post-development peak discharges rates ' ® Not applicable—project site contains waters subject to tidal action. Post-development peak discharge does not exceed pre-development rates on the site at the point of ' discharge or downgradient property boundary for the 2-yr, 10-yr, and 100-yr, 24-hr storm. ❑ without stormwater controls ' ❑ with stormwater controls designed for the 2-yr, and 10-yr storm, 24-hr storm. I, ❑ the project as designed will not increase off-site flooding impacts from the 100-yr, 24-hr storm. Standard #3: Recharge to groundwater ' Amount of impervious area (sq. ff.)to be infiltrated: 0.0 s.f. Volume to be recharged is based on: L ' ❑ The following Natural Resources Conservation Service hydrologic soils groups (e.g. A, B, C, D, or UA) or any combination of groups: (%of impervious area) (Hydrologic soil group) (%of impervious area) (Hydrologic soil group) ' (%of impervious area) (Hydrologic soil group) (%of impervious area) (Hydrologic soil group) ❑ Site specific pre-development conditions: Recharge rate Volume ' Describe how there calculations were determined: ' List each BMP or nonstructural measure used to meet Standard #3. (e.g. dry well, infiltration trench). Does the annual groundwater recharge for the post-development site approximates the annual ' recharge from existing site conditions? ❑ Yes ❑ No Wpafann3.doc•Appendix D•rev.1125/02 Page 2 of 1 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix C - Stormwater Management Form ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' B. Stormwater Management Standards (cont.) Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet ' restrictions listed on pages 1-27 and 1-28 of the Stormwater Policy Handbook—Vol. I: ' Note: components of Standard #7: Redevelopment projects redevelopment ' projects which Is the proposed activity a redevelopment project? plan to develop previously ® Yes If yes, the following stormwater management standards have been met: undeveloped ' areas do not fall 1, 4, 7, 9 under the scope of Standard 7. ' ❑ No The following stormwater standards have not been met for the following reasons: 3,5,6, and 8. these standards are not applicable. ' ® The proposed project will reduce the annual pollutant load on the site with new or improved stormwater control. Standard #8: Erosion/sediment control ❑ Erosion and sediment controls are incorporated into the project design to prevent erosion, control ' sediments, and stabilize exposed soils during construction or land disturbance. Standard #9: Operation/maintenance plan ® An operation and maintenance plan for the post-development stormwater controls have been developed. The plan includes ownership of the stormwater BMPs, parties responsible for operation and maintenance, schedule for inspection and maintenance, routine and long-term maintenance ' responsibilities, and provision for appropriate access and maintenance easements extending from a public right-of-way to the stormwater controls. Operation and Maintenance Plan, Lafayette and Derby Streets Salem MA 10/29/02 ' Planlritle Date Planlritle Date ' Wpafonnldoc•Appendix D•rev.11/25/02 Page 4 of 1 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands I ' WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' C. Submittal Requirements DEP recommends that applicants submit this form, as well as, supporting documentation and plans, with ' the Notice of Intent to provide stormwater management information for Commission review consistent withAhe wetland regulations (310 CMR 10.05 (6)(b))and DEPS Stormwater Management Policy (March 1997). If a particular stormwater management standard cannot be met, information should be provided to demonstrate how equivalent water quality and water quantity protection will be provided. DEP encourages ' engineers to use this form to certify that the project meets the stormwater management standards as well as acceptable engineering standards. For more information, consult the Stormwater Management Policy. D. SignMcsr�-�X Applicant DateP ' Signature ' Representative(if any) Date tSignature 1 1 Wpaform3.doc•Appendix D-rev,1089/02 Page 5 of 1 i ATTACHMENT TO STORMWATER MANAGEMENT FORM OPERATION / MAINTENANCE PLAN BEVERLY COOPERATIVE BANK DERBY AND LAFAYETTE STREETS SALEM, MASSACHUSETTS ' October 29, 2002 Stormwater management facilities will be installed on the site in order to accomplish the goals of stormwater runoff containment and water quality mitigation associated with the proposed parking lot. Introduction of stormwater treatment components on the site will be an improvement over current conditions, wherein most of the current runoff remains untreated. Runoff will be directed into a Best Management Practice consisting of a "Vortechs Stormwater Treatment System", which is designed as detailed in the accompanying document, "Proposed Vortechs Sizing" and as shown on the accompanying "Detail Plan". Maintenance of the Vortech Treatment System will be accomplished by adherence procedures specified in the attached "Maintenance" excerpt from the Vortechnics company 'Technical Design Manual". ' In the case of all stormwater management facilities, during construction if the proposed stormwater management system, the developer shall be the owner and party responsible for maintenance. Upon the satisfactory completion of site construction, is is assumed that the maintenance responsibilities of the stormwater management system shall be undertaken by the Owner. VORTECHSTM STORMWATER TREATMENT SYSTEM ' MAINTENANCE The Vortechs System should be inspected at regular intervals and maintained when necessary ' to ensure optimum performance. The rate at which the System collects pollutants will depend more heavily on site activities than the size of the unit, e.g., unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping will slow accumulation. ' Inspection Inspection is the key to effective maintenance and is easily performed. Vortechnics recommends ongoing quarterly inspections of the accumulated sediment. Pollutant deposition and transport may vary from year to year and quarterly inspections will help insure that Systems are cleaned out at the appropriate time. Inspections should be performed more often in the i ' winter months in climates where sanding operations may lead to rapid accumulations, or in equipment washdown areas. It is very useful to keep a record of each inspection. A simple form for doing so is provided. ' The Vortechs System should be cleaned when inspection reveals that the sediment depth has accumulated to within six inches of the dry-weather water surface elevation. This determination can be made by taking 2 measurements with a stadia rod or similar measuring device; one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. The System should be cleaned out if the difference between the two measurements is six inches or less. Note: to avoid underestimating the ' volume of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Finer, silty particles at the top of the pile typically offer less resistance to the end of the rod than larger particles toward the bottom of the pile. ' Cleaning Maintaining the Vortechs System is easiest when there is no flow entering the System. For this ' reason, it is a good idea to schedule the cleanout during dry weather. Cleanout of the Vortechs System with a vacuum truck is generally the most effective and convenient method of excavating pollutants from the System. If such a truck is not available, a "clamshell' grab may be used, but it is difficult to remove all accumulated pollutants with such devices. In Vortechs installations where the risk of large petroleum spills is small, liquid contaminants may not accumulate as quickly as sediment. However, an oil or gasoline spill should be ' cleaned out immediately. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use adsorbent pads since they are usually cheaper to dispose ' of than the oil water emulsion that may be created by vacuuming the oily layer. Trash can be netted out if you wish to separate it from the other pollutants. ' Accumulated sediment is typically evacuated through the manhole over the grit chamber. Simply remove the cover and insert the vacuum hose into the grit chamber. As water is evacuated, the water level outside of the grit chamber will drop to the same level as the crest of the lower aperture of the grit chamber. It will not drop below this level due to the fact that the ' bottom and sides of the grit chamber are sealed to the tank floor and walls. This "Water Lock" ' VORTECHSTM STORMWATER TREATMENT SYSTEM feature prevents water from migrating into the grit chamber, exposing the bottom of the baffle wall. Floating pollutants will decant into the grit chamber as the water level there is drawn down. This allows most floating material to be withdrawn from the same access point above the grit chamber. ' If maintenance is not performed as recommended, sediment may accumulate outside the grit chamber. If this is the case, it may be necessary to pump out all chambers. It is a good idea to check for accumulation in all chambers during each maintenance event to prevent sediment ' build up there. Manhole covers should be securely seated following cleaning activities, to ensure that surface ' runoff does not leak into the unit from above. ' VORTECHSTM STORMWATER TREATMENT SYSTEM INSPECTION MAINTENANCE LOG ' Modef5000 Location ...Aywhere,"USA R � I [ P S r ° [ 6 € ,sH g r 9 e .€ ., r I ., fgf�` a 8 e F .l, IV II Ai 11+lP11 I �I i n d VI(a�er Ftbatab�e, a —r , 1 ' y Malntena ces MaintenanceOMAN to l ayari ,r � �(�+ +1 a Com ents a t t x { etformed' 1ersonnI�F Cdhtm2ft7kneS5: 11„= "S e l;, ®h;r �i1V ; t2/01199 36” r0° � t fl Installed a ;rr . , @@ rNlA t B Johnson EII '�' Yil n mr319 .r qk m. `1} r } m j- "r'm"i r �1 a: l21W .�I rA —51:'3 �21�` c Ir:�. a 1 I .5'i.W8pl4 ,I iii Q3 0170011 g She f None' EB has .tl P_arl� lat .: " (plxv i 19Rt) I 1 �'Hea I°+111{ Ma f Nons -y, - I{ 06l0t100 trSheen IE m e a I tP I a Gu 09l0t100 a20 � rl F S Rtley„� VI OII,sPlllttrr �. 'vi I lnll'o-- I a III IIr CeR1O C7e7�1ufPxd--------Lgi ' 12lOt/00 , 12 8hiael4 Cyt None �� S Rlley 'r N ,ar^ s I ATF m. II f - 1 n Bog� � 1 mai ` a I 12auy tyt �, /91 41,Ig �i I,I 0 ,, Clem bUt sn�gduledS RIIeY. floatlagp I'V `;+gu'"' 1. ' r {€ l. 11' ' M ixss„jCiQkfrlS. 6� Ar� "a � ACEF aiJ. 1 all I TCleanout 04/16/01 36 0 Gnt C.hember evacuated; l Envlronrnental' r fd Pry rtr coin feted Sernces: P Il II ttln.. IV Illi f➢ it Gvta+rt ..,.e i ii t n -'r Pf, � al R� 'fi.m�`��vl�' ta INP 751- �I�bfl✓'' { f�t� xNi . 's6 I axk.L39d^ ti '€ .�:. E5 t '^iN i 1 k Ii 1 a SRP et� & al �tl)Lr ? ' .,I...._; ... Ae.._ ..... :we d 9 r.,�ri UN re..__�tA.:..., ,.' .gPr � IPA .. . � I.1=• 1 .5W�` a Ili I U �� -tea 3r �11��f"r” i 111 111 iili r'2F..v �'1 v ZZ ` Ilva ;s " '" li mfg : 1 ,; I�(�OR ifm ?�>» Ir°GP . �I tI } rh s: N++1,,,.,aPP- Ifl r oer_.: isd ,y.,.g #A ":a. S °,�€'" HIVrp TL ELM 4 I h` Ls..• �I � 'J,"�, A�Iw �'' Mkt ' 1. The water depth to sediment is determined by taking two measurements with a stadia rod:one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. When the difference between the two measurements is six inches or less,the System should be cleaned out. 2. For optimum performance,the System should be cleaned out when the Floating hydrocarbon layer accumulates to ' an appreciable thickness. In the event of a spill,the System should be cleaned immediately. 1 1 1 VORTECHS"m STORMWATER TREATMENT SYSTEM 1 INSPECTION & MAINTENANCE LOG 1 Model Location t t € { F t eN d 3 ¢ r r w at r3i Floata6lePw € F u �iII a4T � Intertaltce rMa3�kiterianae ateIgpt( d Layer tComrnents+ �' " N "ecimerl't ` s�z + " -Partoretl 'r�°�, pers0inel q� + h , r.� e'4 w:"�ll �x'. +." r'�+s� sir - yf Ir� r n. N. may".a� 'd- 2 r t � � �M " 'Ar,>;,- ym20. i- l. 4�-v7 ' ;�, .:R.@�fl n i4IN,N-V r-s-a;`„e R ` a a' `� =t°„a _vK ??_,n ' ' _ F ” MIRE,!— e , `, 1r �� 1� r a1�9 h r � fPr�u F NN- NN r "v " il- :n'rMrar ' m v c' ram= N> -§rfi .� MIST, irst .= ,� d `" _ �.+�3w f �F t � i ` '-. 42 t?N N. N.-"�R t� � : Engr L AQt tom . i+ "? . `r ' mtiL ire 5 a `m� dv�,�.-sy, .y r e ,;#„" ."' �' �'v °4 .m v ..��°' at' .1, :. .;li .r�ra. ». fit �;€rnEr,- 7!br ,-t, .. a._,. Nv^p,f ai r i s+ v6@"-'P ,E '"a�-x,+ -,til Y `i5 s , ta,u.ia r Ill R.'Qi vvpv 1`S ..€k P t v;? 'llm8h- ., :�IMI"'o4p4=7. vvry I `c; d d"` �,,t t IN I .:h i ' q- ,{: P' 3"I eS +..^+- t+v � ,#t v' i lh k S IT "' IT,-!' , i-�'r°-?>n.Ur., + a� - ,� w- ^t-F'pi.riE' tt t u' ��TIMhd +, ' t nF'�Ir:klit`r�' r9 r� f t ,! hy'+Ii162 �(` t+ I Wit. A id,.'FT ^� P3" fil .5n+€,m w `) ? nff a J 5 46 - t-',--gyp,i-, ? iC'.,ri'a aar, r� "4n s j � .!'!' : -�3' r �yi 1 ,� :t; IN�.::JG:?uc .,taal.v.,€ ...wk�n� .,,,,. x !�€m9.. �'�i:."a, dif __�,+.OEt �(rM�,13VIN+t�'r�S`�--�?=h; rw s�'> 7H_� t `f"` ,.v . fji '�� C t; nn d fi to a a a ar3'.i �r E s .� r- �' 4 vC °'"�'�v �^C tee.w-xa r - bin . d d > + � -,mr-ae Im ,g a ° i-.em s r ' uav �' �..: H�m��i r ;m„,�°: r air-ri: �S9 :oda,.9n�.e-u,,, ,�PFdIP,t 5s_.._....:` E" 'nr°P -.�ni.„ rv-rR' 5._,m.,,a. ,axd r i��.G.Tr�,r:',��`rt,:.. n In £I i V'+ f xt d r C (@'"t6'- .' ' iv7 "'Ie asi in i5 i if 'r-s -n.. v u�*, "Ant d��n; �-a�� Ur-NH u'; 9 .` ,a a �k F'�W'� t-a 'vs 3 P. 6 PN� 4 r + . �f' .8,-7i N-��. '+�a� �g+�i+mil �la'= - �i'Y�t��2;j��"'�"+' -'�Ir -�'.��'�� W- � r ,11h t7 �t o-i , ��" ? tZMER � � ( itkli -' �" -3„ P iit�lPsu,3i � ' i"1 i.. G .._`^rnt_J. >un,ta 1 1. The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. When the difference between the two measurements is six inches or less,the System should be cleaned out. 1 2. For optimum performance,the System should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of a spill,the System should be cleaned immediately. 1 1 1 (--RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW t9n-198 FIFTY-NINE FEDERAL STREET JAMES T.RONAN ( 71 ;Lr� �F` IZL I SALEM,MASSACHUSETTS 01970-3470 JACOB S SEGAL MARY PIEMONTE HARRINGTON - KATHLEEN M.(YHAGAN J 11 I U�i.11 GARY DAVIS,JR. p=�ti,i\I i �� -� t P�" TEL(978)744-0350 FAX(978)744.7493 FILE NO. OF COUNSEL JOHN H.RONAN March 12, 2003 City of Salem Planning Board 120 Washington Street Salem, MA 01970 Re: Beverly Co-Operative Bank Proiect/215 Derby Street, Salem MA Dear Sir/Madam: In accordance with the Circulation Requirements set forth in the MEPA regulations set forth at 301 CMR 11.16(2), enclosed please find an ENF, with attachments, in connection with the above-referenced project. Thank you in advance for your consideration. Very truly yours, Aat � Gary Davis, Jr. GD/Iml Enclosures 1� Commonwealth of Massachusetts For office Use only Executive Office of Environmental Affairs _ Executive Office of Environmental Affairs ■MEPA Office EOEA No.: Environmental MEPA Analyst: ENF Notification Form Phone: 617-626- The information requested on this form must be completed to begin MEPA Review in accordance with the provisions of the Massachusetts Environmental Policy Act, 301 CMR 11.00. ' Project Name: Parking and Waterfront Walkway Improvements Street: 315 Derby Street Municipality: Salem, MA 01970 Watershed: Universal Tranverse Mercator Coordinates: Latitude: (-70'53'30^^+) Longitude: (+42' 31' 10....+) Estimated commencement date: June, 2003 Estimated completion date: February, 2004 Approximate cost: Status of project design: 80 %complete Proponent: Beverly Co-Operative Bank Street: 254 Cabot Street Municipality: Beverly State: MA Zip Code: 01915 Name of Contact Person From Whom Copies of this ENF May Be Obtained: George W. Atkins, III ' Firm/Agency: Ronan, Segal & Harrington Street: 59 Federal Street Municipality: Salem I State: MA Zig-Code: 01970 Phone: 978-744- 0350 Fax: 978-744-7493 E-mail: Does this project meet or exceed a mandatory EIR threshold (see 301 CMR 11.03)? ❑Yes X No Has this project been filed with MEPA before? ❑Yes (EOEA No. ) X No Has any project on this site been filed with MEPA before? ' []Yes (EOEA No. ) X No Is this an Expanded ENF (see 301 CMR 11.05(7)) requesting: a Single EIR? (see 301 CMR 11.06(8)) ❑Yes X No a Special Review Procedure? (see 301CMR 11.09) ❑Yes X No a Waiver of mandatory EIR? (see 301 CMR 11.11) ❑Yes X No a Phase I Waiver? (see 301 CMR 11.11) ❑Yes X No Identify any financial assistance or land transfer from an agency of the Commonwealth, including the agency name and the amount of funding or land area (in acres): N/A Are you requesting coordinated review with any other federal, state, regional, or local agency? X Yes (Specify: Coastal Zone Management ) ❑No List Local or Federal Permits and Approvals: Salem Redevelopment Authority- Salem Zoning Board of Appeals-the(1) Site Plan Special Permit and (2) the Wetlands and Flood Hazard Zone Special Perini issued by the Salem Planning Board- Salem Conservation Commission- Salem City Council. ' Revised 10/99 Comment period is limited. For information call 617-626-1020 ' Which ENF or EIR review threshold(s) does the project meet or exceed (see 301 CMR 11.03): ❑ Land ❑ Rare Species X Wetlands, Waterways, & Tidelands ❑ Water ❑ Wastewater ❑ Transportation ❑ Energy ❑ Air ❑ Solid & Hazardous Waste ❑ ACEC ❑ Regulations ❑ Historical & Archaeological Resources Summary of Project Size Existing Change Total State Permits & & Environmental Impacts Approvals • X_ Order of Conditions Total site acreage 0.9 ❑ Superseding Order of Conditions New acres of land altered ° ❑ Chapter 91 License Acres of impervious area 0.9 0.2 o.7 ❑ 401 Water Quality Square feet of new bordering ° Certification ❑ MHD or MDC Access vegetated wetlands alteration Permit Square feet of new other ❑ Water Management wetland alteration ° Act Permit Acres of new non-water ❑ New Source Approval dependent use of tidelands or ° ❑ DEP or MWRA waterways Sewer Connection/ Extension Permit ' ❑ Other Permits Gross square footage N/A N/A N/A (including Legislative Number of housing units o 0 0 Approvals)— Specify: Maximum height (in feet) N/A N/A N/A TRANSPORTATION Vehicle trips per day Parking spaces zs 1e 7 Gallons/day (GPD) of water use <50o gpd No Change <500 gpd GPD water withdrawal N/A N/A N/A GPD wastewater generation/ <500 gpd No Change <500 gpd treatment Length of water/sewer mains N/A N/A N/A' (in miles) CONSERVATION LAND: Will the project involve the conversion of public parkland or other Article 97 public natural resources to any purpose not in accordance with Article 97? ❑Yes (Specify ) X No Will it involve the release of any conservation restriction, preservation restriction, agricultural preservation restriction, or watershed preservation restriction? ❑Yes (Specify ) X No ' 2 RARE SPECIES: Does the project site include Estimated Habitat of Rare Species, Vernal Pools, Priority Sites of Rare Species, or Exemplary Natural Communities? [_]Yes (Specify ) X No HISTORICAL/ARCHAEOLOGICAL RESOURCES: Does the project site include any structure, site or district listed in the State Register of Historic Place or the inventory of Historic and Archaeological Assets of the Commonwealth? [_]Yes (Specify ) X No If yes, does the project involve any demolition or destruction of any listed or inventoried historic or archaeological resources? ❑Yes (Specify ) X No rAREAS OF CRITICAL ENVIRONMENTAL CONCERN: Is the project in or adjacent to an Area of Critical Environmental Concern? [—]Yes (Specify ) X No PROJECT DESCRIPTION: The project description should include (a) a description of the project site, (b) a description of both on-site and off-site alternatives and the impacts associated with each alternative, and (c) potential on-site and off-site mitigation measures for each alternative (You may attach one additional page, if necessary) (a)Description of Project Site The Beverly Cooperative Bank(the"Bank")proposes to make improvements to the building situated at the corner of Derby& Lafayette Streets in downtown Salem. The improvements include the renovation of the existing building, the construction of a drive through facility situated at the rear of the Building and the creation of seven (7)parking spaces situated at the rear of the Building. In connection with the Bank renovations, the Bank plans to renovate the existing buildings on this parcel into a branch office of approximately 6,700 square feet, with two (2)drive-thru teller lanes. The remainder of the buildings will be devoted to the following uses: 1. A semi-public access way through the building connecting Lafayette Street to the South Canal, which way would be open to the public during banking hours. 2. A community room at the south side of the complex for use by community groups for meetings. 3. Tenant spaces for professional offices complimentary to the banks business. These would consist of businesses such as real estate brokers, lawyers and accountants. To achieve these Improvements, the Bank proposes to participate in the development of public and private property situated at the rear of the building and adjacent to the proposed"Salem Harbor Walk"at the South Canal. While the development and construction of the Salem Harbor Walk will be undertaken by other third parties in the future, the Bank maintains that by acquiring control of these adjacent properties,the Bank will (1) improve access to the South River; (2)create green space (a park), (3) provide public parking and (4)furnish ' better access to the bank's drive-thru teller lanes. The Bank proposes to develop the following underutilized land at the rear of the property fronting the future"Salem Harbor Walk"and South Canal as follows: 1. Mass Electric(National Grid) Property The majority of the land to the rear of the buildings is owned by the City of Salem and Massachusetts Electric(National Grid). The National Grid lot contains approximately 9,009 square feet and is presently used by Mass Electric as a staging and cathode protection area for a 115,000 volt concrete encased power lines that lie underneath the site. There is a brick wall at the edge of the site toward the city's property.A chain link fence surrounds the remainder of the site. The majority of the site is a cracked concrete slab presently over grown with weeds and Sumac Saplings. After extensive negotiations, the Bank has secured a long-term lease of over 9,000 square feet of land owned by Mass Electric. The Bank plans to develop this land into seven public parking spaces (away from the river)adjacent to a landscaped area. Mass Electric will have easement rights to gain ' access to the electric cabinet. Of the original 9,009 SF, 4,087 SF will be devoted to landscaped areas and walkways. The Bank will also assume responsibility for making the improvements and maintaining the park, ' 3 additional green space and the public parking area. Adding the Mass Electric parcel to this project, at the expense of Beverly Cooperative Bank, is a unique feature of this project and will enable full public access that would be denied without this parcel. PROJECT DESCRIPTION (Continued) 2. City of Salem Property This lot contains approximately 12,953 SF and is presently used as an ad hoc gravel parking lot. A portion of the land (±910 SF) is occupied by an elevated concrete and steel ramp structure to the second floor of the corner building. It appears that this ramp was placed on city land without a formal easement being granted by the city. The bank will remove the ramp at its expense. There is also a large underground culvert with access hatches near and under the proposed Harborwalk. The Bank plans to develop this property into a landscaped ' park, walkways, a drive-thru canopy and supporting driveways. Of the original 12,963 SF,the Bank plans to convert 8,167 SF into landscaped areas and walkways.The Bank also plans to remove the elevated ramp. 3. Early Radio/TV Property(Now owned by Beverly Cooperative Bank) This lot contains 5,015 SF, which is mostly occupied by a single story building. To the rear or east of the lot is a small driveway and shed building containing approximately 1,524 SF. Presently 1,002 SF is devoted to ' driveways and shed, except for a small triangular plot of 522 SF next to the elevated ramp on the City of Salem property. The open areas of this property will be used as walkway access to the rear of the tenant areas and community room as well as landscaped space.A small portion will contain two public parking spaces. Of the original 1,524 SF, 1,220 SF will be allotted to landscaped areas and walkways. (b) Description of On-Site and Offsite Alternatives and Associated Impacts No other alternative use was feasible for the intended use of these structures. (c) Potential Onsite and Offsite Mitigation Measures for Each Alternative N/A ' 4 1 ' LAND SECTION— all proponents must fill out this section I. Thresholds/ Permits A. Does the project meet or exceed any review thresholds related to land (see 301 CMR 11.03(1)_Yes _ No; if yes, specify each threshold: II. Impacts and Permits A. Describe, in acres, the current and proposed character of the project site, as follows: Existing Change Total Footprint of buildings 0.307 0.009 0.316 Roadways, parking, and other paved areas 0.535 0.209 0.326 Other altered areas (describe) 0.200 0.200 (Landscape) Undeveloped areas ' B. Has any part of the project site been in active agricultural use in the last three years? _Yes X No; if yes, how many acres of land in agricultural use (with agricultural soils)will be converted to nonagricultural use? C. Is any part of the project site currently or proposed to be in active forestry use? _Yes X No; if yes, please describe current and proposed forestry activities and indicate whether any part of the site is the ' subject of a DEM-approved forest management plan: D. Does any part of the project involve conversion of land held for natural resources purposes in accordance ' with Article 97 of the Amendments to the Constitution of the Commonwealth to any purpose not in accordance with Article 97? Yes X No; if yes, describe: ' E. Is any part of the project site currently subject to a conservation restriction, preservation restriction, agricultural preservation restriction or watershed preservation restriction? _Yes X No; if yes, does the project involve the release or modification of such restriction? _Yes _No; if yes, describe: ' F. Does the project require approval of a new urban redevelopment project or a fundamental change in an existing urban redevelopment project under M.G.L.c.121A? _Yes X No; if yes, describe: ' G. Does the project require approval of a new urban renewal plan or a major modification of an existing urban renewal plan under M.G.L.c.121 B?Yes _No X ; if yes, describe: ' H. Describe the project's stormwater impacts and, if applicable, measures that the project will take to comply with the standards found in DEP's Stormwater Management Policy: As this Project concerns a previously disturbed site, the Project is consistent with DEP's Stormwater Management for previously disturbed sites. I. Is the project site currently being regulated under M.G.L.c.21 E or the Massachusetts Contingency Plan? Yes _No X ; if yes,what is the Release Tracking Number(RTN)? J. If the project is site is within the Chicopee or Nashua watershed, is it within the Quabbin, Ware, or Wachusett subwatershed?—Yes X No; if yes, is the project site subject to regulation under the Watershe ' Protection Act? Yes No ' K. Describe the project's other impacts on land: There are no additional impacts. III. Consistency 1 -5- A. Identify the current municipal comprehensive land use plan and the open space plan and describe the consistency of the project and its impacts with that plan(s): N/A B. Identify the current Regional Policy Plan of the applicable Regional Planning Agency and describe the consistency of the project and its impacts with that plan: N/A C. Will the project require any approvals under the local zoning by-law or ordinance (i.e. text or map amendment, special permit, or variance)? Yes X No _; if yes, describe: Please see the Special Permit issued by the City of Salem's Zoning Board of Appeals, approving the construction of the drive-thru structure. ' D. Will the project require local site plan or project impact review? X Yes _No; if yes, describe: Please see the Site Plan Approval issued by the Planning Board on January_, 2003. RARE SPECIES SECTION I. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to rare species or habitat(see 301 CMR 11.03(2))? _Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits related to rare species or habitat? _Yes X No C. If you answered "No"to both questions A and B, proceed to the Wetlands,Waterways, and Tidelands Section. If you answered"Yes"to either question A or question B,fill out the remainder of the Rare Species section below. ' II. Impacts and Permits A. Does the project site fall within Priority or Estimated Habitat in the current Massachusetts Natural Heritage Atlas (attach relevant page)? _Yes_No. If yes, 1. Which rare species are known to occur within the Priority or Estimated Habitat(contact: Environmental ' Review, Natural Heritage and Endangered Species Program, Route 135,Westborough, MA 01581, allowing 3 days for receipt of information): 2. Have you surveyed the site for rare species? _Yes_No; if yes, please include the results of your ' survey. 3. If your project is within Estimated Habitat, have you filed a Notice of Intent or received an Order of Conditio for this project? _Yes_No; if yes, did you send a copy of the Notice of Intent to the Natural Heritage an Endangered Species Program, in accordance with the Wetlands Protection Act regulations? _Yes—No B. Will the project"take"an endangered, threatened, and/or species of special concern in accordance with M. c.131A(see also 321 CMR 10.04)? _Yes _No; if yes, describe: C. Will the project alter"significant habitat'as designated by the Massachusetts Division of Fisheries and Wild accordance with M.G.L. c.1 31A(see also 321 CMR 10.30)? _Yes _No; if yes, describe: ' D. Describe the project's other impacts on rare species including indirect impacts (for example, stormwater ru into a wetland known to contain rare species or lighting impacts on rare moth habitat): 1 WETLANDS, WATERWAYS, AND TIDELANDS SECTION I. Thresholds/Permits ' A. Will the project meet or exceed any review thresholds related to wetlands, waterways, and tidelands(se 301 CMR 11.03(3))? _Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits (or a local Order of Conditions)related to wetlands,waterways -6- ' or tidelands? X Yes _No; if yes, specify which permit: Please see the Final Order of Conditions issu by the Salem Conservation Commission and the Applicant's Application for a Chapter 91 License. C. If you answered "No"to both questions A and B, proceed to the Water Supply Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Wetlands, Waterways, and Tidelands Section below. II. Wetlands Impacts and Permits A. Describe any wetland resource areas currently existing on the project site and indicate them on the site plan: B. Estimate the extent and type of impact that the project will have on wetland resources, and indicate whether the impacts are temporary or permanent: Coastal Wetlands Area (in square feet)or Length (in linear feet) Land Under the Ocean NO Designated Port Areas NO Coastal Beaches NO Coastal Dunes NO Barrier Beaches NO Coastal Banks NO Rocky Intertidal Shores NO Salt Marshes NO Land Under Salt Ponds NO Land Containing Shellfish NO Fish Runs NO 0.2 acres of land is Land Subject to Coastal Storm ' Land Subject to Coastal Storm Flowage Flowage,with area will be permanently vegetated Inland Wetlands Bank NO Bordering Vegetated Wetlands NO Land under Water NO Isolated Land Subject to Flooding NO Bordering Land Subject to Flooding NO Riverfront Area NO C. Is any part of the project 1. a limited project? _Yes X No 2. the construction or alteration of a dam? _Yes X No; if yes, describe: ' 3. fill or structure in a velocity zone or regulatory floodway? _Yes X No 4. dredging or disposal of dredged material? Yes X No; if yes,describe the volume of dredged material and the proposed disposal site: ' 5. a discharge to Outstanding Resource Waters? ---Yes X No 6. subject to a wetlands restriction order? Yes X No; if yes, identify the area (in square feet): ' D. Does the project require a new or amended Order of Conditions under the Wetlands Protection Act (M.G.L. c.1 31A)? X Yes _No; if yes, has a Notice of Intent been filed or a local Order of Conditions issued? X Yes _No; if yes, list the date and DEP file number: 0640344. ' Was the Order of Conditions appealed? _Yes X No. Will the project require a variance from the Wetlands regulations? Yes X No. E. Will the project: 1 1. be subject to a local wetlands ordinance or bylaw? X Yes —No 2. alter any federally-protected wetlands not regulated under state or local law? Yes X No; if yes, what is the area (in s.f.)? ' F. Describe the project's other impacts on wetlands (including new shading of wetland areas or removal of tree canopy from forested wetlands): None. III. Waterways and Tidelands Impacts and Permits A. Is any part of the project site waterways or tidelands (including filled former tidelands)that are subject to the Waterways Act, M.G.L.c.91? X Yes _No; if yes, is there a current Chapter 91 ' license or permit affecting the project site? X Yes _No; if yes, list the date and number: HL-3969& PW-2372. 1 B. Does the project require a new or modified license under M.G.L.c.91? X Yes _No; if yes, how many acres of the project site subject to M.G.L.c.91 will be for non-water dependent use? 1 Current 0.9 Change 0 Total 0.9 C. Is any part of the project 1. a roadway, bridge, or utility line to or on a barrier beach? _Yes X No; if yes, describe: ' 2. dredging or disposal of dredged material? _Yes X No; if yes,volume of dredged material 3. a solid fill, pile-supported, or bottom-anchored structure in flowed tidelands or other waterways? X Yes _No; if yes,what is the base area? Unknown 1 4. within a Designated Port Area? _Yes X No D. Describe the project's other impacts on waterways and tidelands: 1 IV. Consistency: ' A. Is the project located within the Coastal Zone? X Yes —No; if yes, describe the project's consistency with policies of the Office of Coastal Zone Management: See Attached Letter B. Is the project located within an area subject to a Municipal Harbor Plan? X Yes _No; if ' yes, identify the Municipal Harbor Plan and describe the project's consistency with that plan: See Attachment ' WATER SUPPLY SECTION I. Thresholds/Permits ' A. Will the project meet or exceed any review thresholds related to water supply(see 301 CMR 11.03(4))? _Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits related to water supply? _Yes X No; if yes, specify which permit: ' C. If you answered "No"to both questions A and B, proceed to the Wastewater Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Water Supply Section below. 1 -8- 1 i ' III. Impacts and Permits A. Describe, in gallons/day, the volume and source of water use for existing and proposed activities at the project site: Existing Change Total Withdrawal from groundwater Withdrawal from surface water Interbasin transfer ' Municipal or regional water supply B. If the source is a municipal or regional supply, has the municipality or region indicated that ' there is adequate capacity in the system to accommodate the project?_Yes _No C. If the project involves a new or expanded withdrawal from a groundwater or surface water source, 1. have you submitted a permit application? Yes No; if yes, attach the application — — 2. have you conducted a pump test? _Yes _No; if yes, attach the pump test report ' D. What is the currently permitted withdrawal at the proposed water supply source (in gallons/day)? ' Wili the project require an increase in that withdrawal?_Yes _No E. Does the project site currently contain a water supply well, a drinking water treatment facility, water main, or other water supply facility,or will the project involve construction of a new facility? Yes No. If yes, describe existing and proposed water supply facilities at the project site: Existing Change Total ' Water supply well(s)(capacity, in gpd) Drinking water treatment plant(capacity, in gpd) Water mains (length, in miles) F. If the project involves any interbasin transfer of water, which basins are involved,what is the direction of the transfer, and is the interbasin transfer existing or proposed? G. Does the project involve 1. new water service by a state agency to a municipality or water district? _Yes No 2. a Watershed Protection Act variance? _Yes _No; if yes, how many acres of alteration? 3. a non-bridged stream crossing 1,000 or less feet upstream of a public surface drinking ' water supply for purpose of forest harvesting activities? _Yes _No H. Describe the project's other impacts (including indirect impacts)on water resources, quality, facilities and services: ' III. Consistency-- Describe the project's consistency with water conservation plans or other plans to ' enhance water resources, quality, facilities and services: WASTEWATER SECTION I. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to wastewater(see 301 CMR 11.03(5))? _Yes X No; if yes, specify, in quantitative terms: ' -9- ' B. Does the project require any state permits related to wastewater? _Yes X No; if yes, specify which permit: ' C. If you answered "No"to both questions A and B, proceed to the Transportation --Traffic Generation Section. If you answered "Yes"to either question A or question B, fill out the ' remainder of the Wastewater Section below. II. Impacts and Permits A. Describe, in gallons/day, the volume and disposal of wastewater generation for existing and proposed activities at the project site(calculate according to 310 CMR 15.00): Existing Change Total Discharge to groundwater(Title 5) Discharge to groundwater(non-Title 5) ' Discharge to outstanding resource water Discharge to surface water Municipal or regional wastewater facility ' TOTAL B. Is there sufficient capacity in the existing collection system to accommodate the project? Yes —No; if no, describe where capacity will be found: C. Is there sufficient existing capacity at the proposed wastewater disposal facility?_Yes _ No; if no, describe how capacity will be increased: D. Does the project site currently contain a wastewater treatment facility, sewer main, or other ' wastewater disposal facility, or will the project involve construction of a new facility? _Yes No. If yes, describe as follows: ExistinaChange Total ' Wastewater treatment plant(capacity, in gpd) Sewer mains (length, in miles) Title 5 systems (capacity, in gpd) ' E. If the project involves any interbasin transfer of wastewater,which basins are involved,what is the direction of the transfer, and is the interbasin transfer existing or proposed? F. Does the project involve new sewer service by an Agency of the Commonwealth to a municipality or sewer district? _Yes _No ' G. Is there any current or proposed facility at the project site for the storage, treatment, processing, combustion or disposal of sewage sludge, sludge ash, grit, screenings, or other sewage residual materials? _Yes _No; if yes, what is the capacity(in tons per day): ExistingChanoe Total Storage Treatment, processing Combustion ' Disposal H. Describe the project's other impacts (including indirect impacts)on wastewater generation and ' treatment facilities: - Io- 1 III. Consistency-- Describe measures that the proponent will take to comply with federal, state, regional, and local plans and policies related to wastewater management: A. If the project requires a sewer extension permit, is that extension included in a comprehensive ' wastewater management plan? _Yes _No; if yes, indicate the EOEA number for the plan and describe the relationship of the project to the plan TRANSPORTATION -- TRAFFIC GENERATION SECTION ' I. Thresholds/Permits A.Will the project meet or exceed any review thresholds related to traffic generation (see ' 301 CMR 11.03(6))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to state-controlled roadways? ' Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Roadways and Other Transportation Facilities Section. If you answered "Yes"to either question A or question B,fill ' out the remainder of the Traffic Generation Section below. II. Traffic Impacts and Permits ' A. Describe existing and proposed vehicular traffic generated by activities at the project site: ExistingChange Total Number of parking spaces Number of vehicle trips per day ITE Land Use Code(s): B. What is the estimated average daily traffic on roadways serving the site? Roadway ExistinaChange Total 1. 2. 3. C. Describe how the project will affect transit, pedestrian and bicycle transportation facilities and services: Ill. Consistency-- Describe measures that the proponent will take to comply with municipal, regional, state and federal plans and policies 9 p po cies related to traffic, transit, pedestrian and bicycle I y ' transportation facilities and services: ' ROADWAYS AND OTHER TRANSPORTATION FACILITIES SECTION I. Thresholds A. Will the project meet or exceed any review thresholds related to roadways or other ' transportation facilities (see 301 CMR 11.03(6))? _Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits related to roadways or other transportation facilities? Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Energy Section. If you ' answered "Yes" to either question A or question B, fill out the remainder of the Roadways Section below. II. Transportation Facility Impacts A. Describe existing and proposed transportation facilities at the project site: Existing Change Total Length (in linear feet)of new or widened roadway Width (in feet)of new or widened roadway Other transportation facilities: ' B. Will the project involve any 1. Alteration of bank or terrain (in linear feet)? 2. Cutting of living public shade trees (number)? ' 3. Elimination of stone wall (in linear feet)? III. Consistency--Describe the project's consistency with other federal, state, regional, and local ' plans and policies related to traffic,transit, pedestrian and bicycle transportation facilities and services, including consistency with the applicable regional transportation plan and the Transportation Improvements Plan(TIP), the State Bicycle Plan, and the State Pedestrian Plan: ' ENERGY SECTION I. Thresholds/Permits ' A. Will the project meet or exceed any review thresholds related to energy(see 301 CMR 11.03(7))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to energy? _Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Air Quality Section. If you ' answered "Yes"to either question A or question B, fill out the remainder of the Energy Section below. ' Il. Impacts and Permits A. Describe existing and proposed energy generation and transmission facilities at the project site: Existing Change Total Capacity of electric generating facility(megawatts) Length of fuel line (in miles) ' Length of transmission lines (in miles) Capacity of transmission lines(in kilovolts) ' B. If the project involves construction or expansion of an electric generating facility, what are 1. the facility's current and proposed fuel source(s)? ' 2. the facility's current and proposed cooling source(s)? C. If the project involves construction of an electrical transmission line, will it be located on a new, ' unused, or abandoned right of way?_Yes _No; if yes, please describe: D. Describe the project's other impacts on energy facilities and services: ' - 12- 1 ' III. Consistency-- Describe the project's consistency with state, municipal, regional, and federal plans and policies for enhancing energy facilities and services: ' AIR QUALITY SECTION I. Thresholds A. Will the project meet or exceed any review thresholds related to air quality(see 301 CMR 11.03(8))? _Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits related to air quality? _Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Solid and Hazardous Waste ' Section. If you answered "Yes"to either question A or question B,fill out the remainder of the Air Quality Section below. ' II. Impacts and Permits A. Does the project involve construction or modification of a major stationary source (see 310 CMR 7.00,Appendix A)?_Yes _No; if yes,describe existing and proposed emissions (in tons per day)of: ' ExistingChange Total ' Particulate matter Carbon monoxide Sulfur dioxide ' Volatile organic compounds Oxides of nitrogen Lead Any hazardous air pollutant ' Carbon dioxide B. Describe the project's other impacts on air resources and air quality, including noise impacts: ' 111. Consistency A. Describe the project's consistency with the State Implementation Plan: ' B. Describe measures that the proponent will take to comply with other federal, state, regional, and local plans and policies related to air resources and air quality: SOLID AND HAZARDOUS WASTE SECTION 1.. Thresholds/Permits ' A. Will the project meet or exceed any review thresholds related to solid or hazardous waste (see 301 CMR 11.03(9))? _Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits related to solid and hazardous waste? _Yes No; if yes, specify which permit: N/A C. If you answered "No"to both questions A and B, proceed to the Historical and ' Archaeological Resources Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Solid and Hazardous Waste Section below. ' II. Impacts and Permits - 13- 1 ' A. Is there any current or proposed facility at the project site for the storage, treatment, processing, combustion or disposal of solid waste? Yes _No; if yes, what is the volume (in tons per day)of the capacity: ' ExistingChanae Total Storage Treatment, processing Combustion Disposal B. Is there any current or proposed facility at the project site for the storage, recycling, treatment or disposal of hazardous waste? Yes No; if yes,what is the volume (in tons or gallons per day)of the capacity: tExistinaChanoe Total Storage Recycling Treatment Disposal ' C. If the project will generate solid waste(for example, during demolition or construction), describe alternatives considered for re-use, recycling, and disposal: ' D. If the project involves demolition, do any buildings to be demolished contain asbestos? Yes —No ' E. Describe the project's other solid and hazardous waste impacts (including indirect impacts): 111. Consistency--Describe measures that the proponent will take to comply with the State Solid ' Waste Master Plan: HISTORICAL AND ARCHAEOLOGICAL RESOURCES SECTION ' 1. Thresholds/Impacts A. Is any part of the project site a historic structure, or a structure within a historic district, in either case listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth? _Yes X No; if yes, does the project involve the demolition of all or any exterior part of such historic structure? _Yes _No; if yes, please describe: B. Is any part of the project site an archaeological site listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth? _Yes X No; if yes, does the project involve the destruction of all or any part of such archaeological site? ' _Yes _No; if yes, please describe: C. If you answered "No"to all parts of both questions A and B, proceed to the Attachments and Certifications Sections. If you answered "Yes"to any part of either question A or question B,fill ' out the remainder of the Historical and Archaeological Resources Section below. D. Have you consulted with the Massachusetts Historical Commission? _Yes _No; if yes, ' attach correspondence E. Describe and assess the project's other impacts, direct and indirect, on listed or inventoried historical and archaeological resources: ' - 14- It. Consistency-- Describe measures that the proponent will take to comply with federal, state, regional, and local plans and policies related to preserving historical and archaeological resources: ATTACHMENTS: 1. Plan, at an appropriate scale, of existing conditions of the project site and its immediate context, showing all known structures, roadways and parking lots, rail rights-of-way, wetlands and water bodies,wooded areas, farmland, steep slopes, public open spaces, and major utilities. 2. Plan of proposed conditions upon completion of project(if construction of the project is ' proposed to be phased, there should be a site plan showing conditions upon the completion of each phase). 3. Original U.S.G.S. map or good quality color copy(8!/z x 11 inches or larger)indicating ' the project location and boundaries. 4 List of all agencies and persons to whom the proponent circulated the ENF, in accordance with 301 CMR 11.16(2). ' 5. Other: Final Order of Conditions. CERTIFICATIONS: 1. The Public Notice of Environmental Review has been/will be published in the following newspapers in accordance with 301 CMR 11.15(1): ' (Name) (Date) Salem Evening News March 16 2003 ' z2. This form has been circulated to Agencies and Persons in accordance with 301 CMR 11.16(2). te- Signatur Responsible Officer ' Or Proponent William F. Howard, President ' Beverly Co-Operative Bank 254 Cabot Street Beverly, Massachus 978-922-893 a Si u person Preparing ENF ' erent from above) George W. Atkins, III, Esq. ' Ronan, Segal & Harrington 59 Federal Street Salem, Massachusetts 01970 ' 978-744-0350 1 ' - 15- ' WETLANDS. WATERWAYS AND TIDELANDS SECTION (Section IV B) Description of the Project's Consistency with the Municipal Harbor Plan The Salem Harbor Plan outlines a comprehensive strategy for protecting and enhancing the economic, environmental, historic and cultural resources related to Salem Harbor. In connection with the land-side components to the Plan, the Plan cites as a major objective the development of"Salem Harbor Walk,"a continuous pedestrian access along the edge of Salem Harbor from Winder Island to Palmer Cove. Because the proposed walkway may take significant time to develop, the Plan proposes that the City take advantage of opportunities to establish public access entitlements as they arise, either through ' municipal purchase of land or easements, state regulation under Chapter 91 or voluntary agreements with landowners. To achieve this result,the Plan includes several recommendations to make Salem's waterfront more recognizable as a distinct City district, and more easily accessible by foot, water, transit ' and automobile. The City also identified two regulatory parameters to proactively shape future development: (1) regulating the distribution of maritime industrial activity and the penetration of non-port development ' within the Designated Port area identified in the Plan; and (2)the imposition of two numerical standards alternative to those that the Department of Environmental Protection would ordinarily apply in controlling the footprint of new or expanded buildings for non-water dependent uses. As this Project is not situated ' within the Designated Port Area, item (1)above is not applicable. However,where, as here,the proposed project is situated along the South River, bounded by Peabody, Lafayette, Derby and Congress Streets,the aggregate site coverage of all non-water dependent buildings in the area (existing and new) shall (1) not exceed fifty percent of the total area, with the remaining area to be preserved as open space; (2) have a minimum setback of at least 20 feet from the existing shoreline; and (c)contain five"no-build" zones to provide public waterfront access. The Salem Harbor Plan calls for the City-owned parcel to be one of the three planned locations for future open space. The parcel is 12,963 square feet and currently contains a gravel parking area and a large ramp attached to the second floor of the adjacent structure. The Applicant proposes to construct two drive-thru teller lanes on a small portion of the lot. The remaining portion will be utilized for public ' open space, public parking and public walkways, all of which to be developed in connection with the Salem Harbor Walkway and consistent with the Salem Harbor Plan. Of the 12,963 square feet, 8,167 square feet will remain open, with landscaped areas and walkways. ' This Project involves renovations to existing buildings owned by the applicant at 73, 77, and 85 Lafayette Street, to be used as a bank branch with a drive-thru facility and leased units intended for professional offices. Except for the drive-thru facility, no new building construction will take place. In ' addition, the Bank proposes to develop property leased by the applicant from Massachusetts Electric and a proposed easement over land of the City of Salem, a portion of which to be used to provide access to the drive-through, with the remaining portions to be developed into a park and used for the Salem Harbor ' Walk. All landscaping, driveways, sidewalks, and lighting to the rear of the buildings will be constructed and maintained by the applicant in conjunction with City of Salem plans for construction of the Salem Harbor Walk along the South River. Existing natural features will be enhanced by the landscaping plan and pedestrian access. The existing topography will be maintained except for landscaping additions. ' Existing utilities will be utilized. The Bank proposes to make available public access to the Salem Harbor Walk and South River via the Lafayette and Derby Street entrances to the project site. The Bank also intends to create limited public access through the bank building and make available a community room for use by community groups. In Addition to the creation of the open space, the Applicant's project will highlight the following additional overall public benefits: 1. Parking spaces will be open to the public, and not limited to bank customers, to access ' the Salem Harbor Walk; 2. The interior of the new development will include a community room, available for neighborhood meetings and other public events; 3. The Bank will be creating a "front door"on the public walkway; 1 4. A pedestrian entranceway linking the Salem Harbor Walk to Derby Street, as noted in the Salem Harbor Plan; and 5. The Applicant will provide public access through the Applicant's building,which access ' way will be open during extended banking hours, thereby linking the Downtown area to the waterfront. ' Finally, as shown on the Plans attached hereto, the project meets the aggregate site coverage and the 20-foot setback requirements and therefore complies with the substitution provisions set forth in the Salem Plan. In light of the foregoing, the Bank maintains that its proposal furthers the City's objectives by establishing public access entitlements as they arise, makes Salem's waterfront more recognizable as a distinct City district, and establishes easy by foot, water and automobile access. 1 1 1 V/CIVTY MAP 1 IN SAS DW� �ASSe SCALE: 1' = 2,083Y MARCH 3, 2003 1.25,000 (METR/C CONTOURS) HAVES ENG/NEER/NG, /NC. 603 S4LEM STREET C1W ENGINEERS & WAKER/ELD, MASS 01880 M45 1 LAND SURVEYORS TEL (781) 246-2800 SHOWING U. S. G. S. SALEM QUADRANGLE a ' ;a8oa( 0 P s �'�'�= � a a; "� q •'Point- � �;:.�y-\ $ y'-to65tar ^o - '..•.�. m ° Sa Neck ` 'a r t O x C + .+* yap .i'Z• .1u eper i r ..' fi• F . •.' Pont C3 i� :✓ / j. au '��i Z'(„ 1 e �(�i5 o t ti ( ' is • -.V$ _ w�r)Pirk`el 1Dx r ow® \ '"` �talth at Ramp ,,/ Rock -W .. inat / �' s .fit Sale m • �D CSa Termin0t $pQ U T k7' o � O = E{ ..-Cloutmen LLMi Hal .CN s Point tc ,rte . a^Naug s. _ ne Folger. f oqg Poim int" a 1 r f r Domer Rb- Pala Palmr . LOCUS: LONCITUDE (- 42- 31' 10 LATITUDE ( -70' 53' 30""t) LAFAYETTE AND DERBY STREET SALEM, MASSACHUSETTS 01790 ' LIST AGENCIES Secretary Ellen Roy Herzfelder ' Executive Office of Environmental Affairs Attn: MEPA Office 251 Causeway Street, Suite 900 Boston, MA 02114 Mark Smith Water Policy Executive Office of Environmental Affairs 251 Causeway Street, Suite 900 Boston, MA 02114 ' Department of Environmental Protection Commissioner's Office One Winter Street, Boston, MA 02108 ' Department of Environmental Protection Department of Wetlands and Waterways One Winter Street, Boston, MA 02108 MEPA Coordinator DEP/Northeast Regional Office 205-A Lowell Street Wilmington, MA 01887 Executive Office of Transportation &Construction Attn: Environmental Reviewer 10 Park Plaza, Room 3510 Boston, MA 02116-3969 Massachusetts Highway Department Public/Private Development Unit 10 Park Plaza Boston, MA 02116 Massachusetts Highway Department- District No. 4 Attn: MEPA Coordinator ' 519 Appleton Street Arlington, MA 02174 Massachusetts Aeronautics Commission Attn: MEPA Coordinator 10 Park Plaza, Rm. 6620 Boston, MA 02116 III ' Massachusetts Historic Commission The Massachusetts Archives Building 2,20 Morrisey Boulevard Boston, MA 02125 Merrimack Valley Planning Commission Attn: MEPA Coordinator 160 Main Street Haverhill, MA 01830-5000 City Council City of Salem 120 Washington Street Salem, MA 01970 Attn: MEPA Coordinator City of Salem Planning Board 120 Washington Street ' Salem, MA 01970 Conservation Commission ' City of Salem 120 Washington Street Salem, MA 01970 ' Joanne Scott, Health Agent City of Salem Board of Health 120 Washington Street Salem, MA 01970 Coastal Zone Management Attn: Project Review Coordinator 251 Causeway Street, Suite 500 Boston, MA 02114 Division of Marine Fisheries Attn: Environmental Reviewer 50 A Portside Drive Pocasset, MA 02559 u Massachusetts Department of Environmental Protection DEP File Number: ' Bureau of Resource Protection - Wetlands 64-344 WPA Form 5 - Order of Conditions Provided by DEP ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information t:K-x SUU1 ?r,YD! 1"Rir,; Important: When filling From: out forms on Salem DATE ��al X03 ' the Computer, Conservation Commission —� use only the tab key to This issuance if for(check one): RECEIVED—O'CLOCK M move your — — cursor-do ® Order of Conditions BK aQ6EPGY�j — not use the return key. ❑ Amended Order of Conditions ' V To: Applicant: Property Owner(if different from applicant): Beverly Co-Operative Bank c/o William Howard See Attached Name Name 254 Cabot Street Mailing Address Mailing Address ' Beverly MA 01915 City/Town State Zip Code Cityrrown State Zip Code 1. Project Location: ' 315 Derby St., 73,75-7, 83-87& 89 Lafayette St. Salem Street Address City/Town. _Map 34 Lots 430 431 433 435 444 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: ' Essex South See Attached See Attached County Book NA Certificate(if registered land) 3. Dates: November 25, 2002 January 9, 2003 January 9 2003 _ Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Beverly Co-Operative Bank, Derby and Lafayette Street, Salem,MA–Site Plan G- 12/11/02 101 & Detail Sheet D-101 &12/4/02 5. Final Plans and Documents Signed and Stamped by: Peter J. Ogren Name 6. Total Fee: $250.00 (from Appendix B:Wetland Fee Transmittal Form) WPA Forms Pago 1 of 7 Rev.0orm Massachusetts Department of Environmental Protection DEP File Number: ' ' Bureau of Resource Protection - Wetlands 64-344 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ❑ Protection of Wildlife Habitat ® Groundwater Supply ® Storm Damage Prevention ®' Flood Control ' Furthermore,this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all ' work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ' ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. ' 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. WPA For om Rev.02100 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 64-344 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. ' 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to ' be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, , ' "Massachusetts Department of Environmental Protection" [or, WA DEP"] "File Number 64-344 1 " ' 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. ' WPA Fo00 Zee Fo/ Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Number: ' m Bureau of Resource Protection - Wetlands 64- 344 y WPA Form 5 - Order of Conditions Provided by DEP ' i r Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the ' property subject to this Order and to any contractor or other person performing work conditioned by this Order. ' 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls ' on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls ' it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. Special Conditions (use additional paper, if necessary): ' See Attachment Findings as to municipal bylaw or ordinance ' Furthermore, the Salem hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Name Municipal Ordinance or Bylaw Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Name - Municipal Ordinance or Bylaw - ' The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, MA Form5 Page 4 of 7 Rev.02/00 Massachusetts Department of Environmental Protection DEP File Number: ' ' Bureau of Resource Protection - Wetlands w-3Yy WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) ' Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4, from the date of issuance. ' �'`'r'^�+�t °►. 2 003 ' This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental otection Regional Office(see Appen 'x A) and the property o er(if different from applicant). ' Signatur ' On Of �4 •M _ 2003 Day Month and Year before me personally appeared �cbotiL l�av�..e,� to me known to be the person described in and who executed the foregoing instrument and acanowledged(thatt he/she executed the same as his/her free act and deed. )'C' 'SJR 2�'� Notary Public My c�Aires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested, on Date dv3 Date ' WPA Fo00 Rev.02100 Page 5 of 7 Massachusetts Department of Environmental Protection DEP File Number: ' ' Bureau of Resource Protection - Wetlands 64-344 WPA Form 5 - Order of Conditions Provided by DEP lug Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject ' to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. ' The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands ' Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information ' This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land ' subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Salem Conservation Commission ' WPA Form 5 - Rev.02100 o" Page 6 0/7 Massachusetts Department of Environmental Protection DEP File Number: ' Bureau of Resource Protection - Wetlands 64-344 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' D. Recording Information (cont.) ' Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: ' Salem Conservation Commission ' Please be advised that the Order of Conditions for the Project at: 315 Derby St., 73,75-7, 83-87 & 89 Lafayette St.64-344 Project Location DEP File Number ' Has been recorded at the Registry of Deeds of: tCounty Book Page ' for: Property Owner . and has been noted in the chain of title of the affected property in: ' Book Page ' In accordance with the Order of Coriditions issued on: Date ' If recorded land, the instrument number identifying this transaction is: . Instrument Number If registered land, the document number identifying this transaction is: Document Number ' Signature of Applicant ' wPA Form 5 Rev.02100 Page 7 of 7 ' Salem Conservation Commission SPECIAL CONDITIONS—DEP FILE# 64-344 Beverly Co-Operative Bank, Derby/Lafayette Street, Salem, MA ' I. The Conservation Agent will be notified 48 hours prior to commencement of construction activities(978-745- 9595 ext. 311). Members and agents of the Salem Conservation Commission(Commission)shall have the right ' to enter and inspect the premises to evaluate and ensure compliance with the conditions and performance standards stated in this Order,the Notice of Intent,the referenced plans,the Act, and 310 CMR 10.00,and may require any information,measurements,photographs,observation and/or materials or may require the submittal ' of any data or information deemed necessary by the Commission,agent, or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the Commission is satisfied that the work will comply,and has so notified the applicant in writing. ' 2. Approval of this application does not constitute compliance with any law or regulation other than MGL Chapter 131,Section 40,and Wetlands Regulations 310 CMR 10.00. 3, This Order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans. These obligations shall be expressed in covenants in all deeds to succeeding owners or portions of the property. 4. The form provided at the end of this Order shall be completed and stamped at the Registry of Deeds after the expiration of the 10-day appeal period and within 30 days of the issuance if no request for appeal has been filed with the Department of Environmental Protection. This form shall be returned to the Commission within 21 days of recording accordance and prior to commencement of any activities subject to the Order of Conditions. 5. Prior to any work commencing,a sign shall be displayed showing DEP file#64-344,and not placed on a living tree. ' 6. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property yreferenced in the Notice of Intent,supporting documents and this Order of ' Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 7. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and ' approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500,86 stat. 816),U.S.Army Corp of Engineers. ' (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified (3) Flood Plain ' (4) Grading Ordinance 8. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 9. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. ' 10. The Commission and its Administrator shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 11. All work shall be performed in accordance with this Order of Conditions and approved site plans(s). No ' alteration of wetland resource areas or associated buffer zone,other than that approved in this Order,shall occur on this property without prior approval from the Commission. r ' 12. If any changes are made in the above-described plan(s)which may or will alter an area subject to protection under the Wetlands Protection Act,or any changes in activity subject to regulations under G.L. Ch. 131,Section 40,the applicant shall inquire from this Commission in writing,prior to their implementation in the field, ' whether the change(s) is significant enough to require the filing of a new Notice of Intent. Any error in the plans or information submitted by the applicant shall be considered changes and the above procedures shall be followed. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 13. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a signed statement by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 14. Conditions number NA as indicated shall continue in force beyond the Certificate of Compliance, in perpetuity, and shall be referred to in all future deeds to this property. PRIOR TO CONSTRUCTION 15. Prior to commencement of any activity on this site,there shall be a PRECONSTRUCTION MEETING between the project supervision;the contractor responsible for the work or its administrator to and phone numbers of all responsible parties shall be registered with the Commission at the pre-construction meeting. ' 16. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commssion and/or its Administrator shall inspect and approve such installation at the pre-construction meeting. ' 17. Prior to the commencement of any activity on this site,the applicant or current landowner shall submit to the Commission in writing a construction schedule/sequence of work to complete this project. ' 18. Prior to any work on site,the proposed limits of work shall be clearly marked with stakes or flags and shall be confirmed by the Commission or its Administrator. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers shall be informed that no use of machinery, t storage of machinery or materials,stockpiling of soil or construction activity is to occur beyond this line at anytime. 19. Prior to commencement of construction on site,the limits of wetland resource areas closest to construction activity shall be flagged with surveyor's tape and shall remain in place during construction. The limits of areas to be impacted and the limits of work in the replication area(s)shall be clearly flagged. ' 20. There shall be 20 hay bales and wooden staked stored under cover on the site to be used only for emergency erosion control. EROSION CONTROL 21. Appropriate erosion control devices shall be in place prior to the beginning of any phases of construction,and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specification ' provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project;additional measures may be required by the Commission. 22. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland resource ' areas to prevent sediment from entering wetland resource areas. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as ' necessary. Any accumulated silt adjacent to the barriers shall be removed. 24. The areas of construction shall remain in a stable condition at the close of each construction day. ' 25. Any de-watering of trenches or other excavations required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharges from de-watering activities shall be filtered through haybale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. ' 26. Within thirty days of completion of construction on any given portion of the project, all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer than two months,a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,exposed ' surfaces shall be stabilized by other appropriate erosion control measures,firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION ' 28. A copy of the Order of Conditions,construction plans,and copies of the documents and reports cited in Condition# 11, shall be on the site upon commencement and during any site work for contractors to view and ' adhere to. 29. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 30. Only clean fill,free of masonry,stumps,asphalt,and any other kind of waste material shall be used on the site. ' 31. All waste products,grubbed stumps,slash,construction materials,etc.shall be deposited at least 100 feet from wetland resource areas and 200 feet from rivers. 32. All filling or removal of waste material from the site shall be done in accordance with the regulations of the ' City of Salem Health Department. 33. Cement trucks shall not be washed out in any wetland resource or buffer zone area. Any deposit of cement or ' concrete products into a buffer zone or wetland resource area shall be removed by hand. 34. No fuel,oil,or other pollutants shall be stored in any resource area or the buffer zone thereto,unless specified in this Order of Conditions. 35. There shall be no pumping of water from wetland resource areas. ' 36. During construction,all drainage structures 'shall be inspected regularly and cleaned as necessary. 37. The project shall not cause an increase in run-off onto adjacent properties,either during construction or when completed. 38. The applicant is hereby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative ' penalties under M.G.L. Chapter 21A,section 16. POST CONSTRUCTION 39. All disturbed areas,slopes and proposed landscape areas shall be loamed and seeded or stabilized through the use of erosion control blankets or other approved means. All disturbed areas will be graded, learned,and seeded prior to November 1 of each year, if possible. No disturbed areas or stockpiled material will be left ' unprotected or without erosion controls during the winter. ' 40. Upon completion of construction,the applicant or current landowner shall submit the following to the Commission to request a Certificate of Compliance: ' (1) A letter requesting a Certificate including the following information: a. Name and address of current landowner; b. Name and address of the individual/trust or other entity to whom the Certificate is to be issued: c. Street address and lot number for the project;and ' d. DEP file number (2) A letter from a Registered Professional Engineering or Land Surveyor certifying compliance of the property with this Order of Conditions ' (3) An"As-Built'plan signed and stamped by a Registered Professional Engineer showing post-construction conditions and: a. As-built elevations of all drainage ways constructed within 100 feet of any wetland resource area; b. As-built elevations and grades of all filled or altered wetland resource areas,buffer zones and ' replicated areas;and c. Distances to all structures within 100 feet of any wetland resource area. ' 41. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds. 42. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs;at which time the applicant shall first request a modification to the Order. Only upon review and ' approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. ' 43. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Commission and/or its Administrator has authorized their removal. ti LIST OF ABUTTERS — 100 FT. LAFAYETTE STREET SALEM, MASSACHUSETTS October 31, 2002 LOCUS MAP Parcel Lot Location Owner Reference 34 0430 0 73 Lafayette Street Salem Lafayette LLC 13636/280 73 Lafayette Street Salem, MA 01970 34 0431 0 75 Lafayette Street Salem Lafayette First Rlty. Trust 13846/344 75 Lafayette Street Salem, MA 01970 34 0432 0 85 Lafayette Street Asahi Realty Trust 17072/485 85 Lafayette Street Salem, MA 01970 34 0433 -- 89 Lafayette Street Massachusetts Electric Co. Certf. 23049/93 89 Lafayette Street Doc. 102562 Salem, MA 01970 34 0444 -- 315 Derby Street City of Salem 3282/381 City Hall Salem, MA 01970 ABUTTERS MAP Parcel Lot Location Owner Reference 34 0434 0 91 Lafayette Street Wendy's Old Fashioned Hamburg 13549/310 91 Lafayette Street Salem, MA 01970 34 0443 311 Derby Street Jerome R. Sousa, Jr. 9731/366 311 Derby Street Salem, MA 01970 34 0485 51 Lafayette Street Rerai Cord 14908/328 51 Lafayette Street Salem, MA 01970 34 0419 48 Lafayette Street City of Salem 5853/465 City Hall Salem, MA 01970 "NN (400 0a0 N •N �N > II 000 FRAME & GRATE COVER (M-ENAH R-2525 SER/ES) V SB-4 0. C �5 f� f7N/SY/ GR4AF T f '1 SH GCR4DEE S/DEIYALK W SIDEWALK p 1 ° 0 6' 1:12 " 1.H-+12--� h � H WEAP/NG COURSE 1 1�21{EAR/AM1; G17URSE ° SVV LOPE w y SLOPE •i BINDER COURSE r V ?'BINDER COl%PSE GRANITE 46-0"` 3'-6` I~ 6'-0' W vv'� ova •ovv _ CURB. vvv% GMWL B4SE h , vvva12� �/BEgpED v v GYJWPACTED GRAI�ELPIJI/V NEW B SCHED. 40 Pl/C•avvvv . CEMENT (� •avvvv • �o r B4CKRLL vvvvvvv% ®V OOAC000ovvvvvvc CpM^REJL' . vv 000V V v -III-I •+ ° 7v V ON°° _ -v7vv . .� 1 vv- -III-IIl vV . vvvv- vvV •ovvv� V V V •v•vvv� tU C4 -III-I v v v v B+s� v -III-I o v v v 71' vERTIG4L GRANITE CURB m N vvvv :III-III vv°v - :III=III °°°° _ CDN . co N � � 00 VIII=I = -_ - -_ -_ -_ -, _= _ _ _ _= _ _ - - I � m I=I I I=I I IEI I I=1 I I=1 I I=I I I=I I IES 11= II I II I I I-I I I I I I-I I I-I I I-I I I-I I I� I 1 >+ ' ITI I I-I I I-I 1511 '-"1=1 11=1Ti- ' I ,I I II III I„I 1E:1 1 '-" I-I 11=1 I 1- s 0- 3 6- 6 O' c0 M , X ISI-lii- COMPACTEO SUBC.RADIF ComPACTED SW6RAAF ELEVA17ON 1fEW 24" RCP ?� ( 3 a LO GRAN/TE CURB TYR/CAL SLOPED GRAN/TE CURB YARD DRAIN o � 0 0 NOT 70 SCALE NOT TO 504LE u) m d WHEELCHA/R RAMP DETA/L DETAIL to NOT TO SC:4LE � p w • NOT TO SCALE v __j o 0 0 0 in 0° 0 ci a` PRopoSED APPROXIMATE LOC4;7oV OF UNDERGROUND CULVERT LIGHT TYPE LEGEND DMH R=1R 1 TYPE A - *A SENTRY - BATTERY PARK SER/ES I t )HACK H-2o r kW24i;!I FR.4MEAND COVER _ 175W METAL HAL/DE WITH 12�JN SAL-FT POLE ��sETTSREINFORCED CONCRETE NI'�I AS REWIRED RTS - 9.3i =\� � SEM/-GLOSS BLACK LL w ¢ > r 6' THIff 20 1P' H/-0 - --- \\ s"/M'-7s 8 HI-0 PICC S=1.0% TYPE B - (� B SENTRY - L?4TTERY PARK SER/ES ALIT TOP - 4` DRAIN / 175W METAL HAL/DE WITH 18" SAL-WB WALL BRACKED 6. Z 12` hW.-7.2 12` 1M'=75 ��/ SEM/-GLOSS BLACK `� Q -- � 8 C/. /NV,a=7.s PROP. YARD �NOwwoO e to t1 2o(MIN) ry 10.3f (2> P� - RD IV TYPE C - ( C SENTRY SPW WALLPACK (SPW-2) --------- 77DE /NV=�� 175 W METAL HAL/DE P�Df OF N VALVES BRONZE BAKED ENAMEL CLEARANCE .� -- TYPE D - Q D BEACON LA JOLLA LANTERN MORTAR ALL J&AgS T WALL MOUNTED WITH 7OW METAL HAL/DE it BROZE FIN/SH in MIN 0.12 SO. /N. PROKOE n s 1�� ; KR7AW�T TYP - Z- - (P E EX/ST/NG WALL MOUNTED C4ST BRONZE F/XTURES s` cL coRED INR) aw# GOAL /S TO REWIRE AND FIT WITH FROSTED GLASS GLOBE PLACED ACCORDING A4SHO6'/IVK's=7.6 "TIDEFLEX" DEsr'w1TO MATCH ORIGINAL M_199 BACKFLOW VALVE W 7REACH AWN TYPE F - QF /NF/N/TY LIGHT/NG 12- SQUARE V R=s.7 Z RECESSED PREM/UM LIGHTING HORIZONTAL MOUNT 100W METAL HAL/DE a _ SHALLOIfY DRAIN MANHOLE W N TYPE G - G PROGRESS LANDSCAPE FLOOD LIGHT DETA/L o DRAINAGE m 50W MERCURY VAPOR BLACK FINISH - GROUND MOUNTED NOT TO SCALE DETAIL NOT TO SCALE Manhole Frames and Covers Rim elevations to (Stoneham Standard) match finished grade elev.l0t .• Concrete reinforced 9=0 for HS20-44 loading Risers by others r l - ~ ,• " Sealant m op and sides Aluminum angle flange 6' Concrete Typ 1 sealed to vault B with neoprene gasLk INLET Butyl - Weir WEIR OUTLET 8'X3' BAR GRATING Invert=7.6 rubber and ;. Invert=7.6 '�` " -sealant Orifice •, 1'-4Plates -: Ty OUTE£f. � ': Z 1 See note 9 _ �[ W0 RIFA E j WEIR : A 3'-1 -I6INLET, Sce notes 8, I 1� m %.� PLAN VIEW Uj : ..- •� : _ _ - • .'; _-� -, - Aluminum . Sealant••- Baffle Wall Flow Control Wall CORE 8' DU. + + W } <L__ r- - .- . - - • . o-, o _ o • o . swirl chamber - OUTLET 4• I--8•SECTION A - A PLAN VIEW B - B 4�' r - Cl)V� oa 7' 4� NOTES 2i. 1. Stormwater Treatment System (SWTS) shall hove: 5. SWTS inverts in and out shall be of the same elevation SIDE SECTION VIEW END SECTION VIEW -0 J Peak treatment capocity.• 1.6 cfs 6. SWIS shall not be compromised by effects of downstream tailwater Sediment storage.- 0.75 cu yd 7. SWTS shall have no internal components that obstruct maintenance access ITEM NO. M-TD6 6' SECTION c 0) } O/I storage: 270 gallons 8. Inlet pipe must be perpendicular to the structure M-TD3 3' SECTION O W M W Sediment chamber dia. LU Uj< 3' min 9. Pipe orientation may vary, see site plan for size and location P10 ; o O LU J m 2. SWTS shall be contained in one rectangular structure 10. Puchoser shall not be responsible for ossembly of unit o a 3. SWTS shall remove 80% of annual TSS loading 11. Manhole frames and perforated covers supplied with system, not installed 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 4. SWTS shall retain floatables and trapped sediment up 12. Purchaser to prepare excavation and provide lifting equipment ra°n to and including peak treatment copocity u.. Dimensions shown are typicol. Actuoll dimensions to be provide by Vortechnics. 2. AVAILABLE IN 3' AND e' SECTIONS. 3. AVAILABLE IN END OR MIDDLE SECTIONS. Vortechnics 4. CONFORMS TO H-20 LOADING- N TYP/CAL VORTECS MODEL 1000 41 Evergreen Drive Portland,ME 04103 d �• STORMIt1iATER TREATMENT SYSTEM ,� Tel.:207-878-3662 TRENCH DRAIN DETA/L O n Far:207-878.8507 (PROVIDED BY SHEA CONCRETE, /NC.) Z o NOT TO SCALE NOT 70 SCALE ' c; 3 oa p n m J a z i - --- --- x 9.39 'POURED CONCRETE RETWALL (1-3' HlGri� I cm N N W 3 Ss ON TOP OF CRAIJ/TE BLOCK SEAAALL ,A PAVEMENT x 9.49 V t q.15 °tet - PAVEMENT v 9.23 - 9.5 _._.. x 9.56 ` S1 a3sx .69 9.17 --ra a �t zo 9.29 X 9.51 Ep C' V BOLLARD 9.75 _ _ - HIGH WATER A7 seo 9.25 �P/ ) s 9.17 ELEYATKIN = 7.0 .06 �1 Z 1• D A R-9.74 c1 I ' v cl) r� i ze9 9.5 CURB 9.40 9 623 sYThs19 81 CONC. �- Q R/VERFRONT 9.7 ®9.7s e ? 9.52 AREA 9. 1b A .47 9.45 X 9.43 X 9 L 0 2 r 10.40 10.70 X &4 X 6.9 0 � 9. 9.50 9.69 EASEMENT X Ez N 9.22 48 9.56 x AREA ,10.2 x X 9.43 , 0.96 x 8.19 NCRETE 8.959.57 9.89 x o1o.z7 x 10.962. W� FOUNDAT/ON D x 9.58 o I ,0.04 10.17 - E [[ x ,1.m- - ;J / CONCRETE . Tn e ss 10.0 loseG � I I ,047 - PAD x ,o.a O oI 0)pt�6PAV& 9.80x °D0 11'A-&48 AVER y 0o 00 �c-._._� t x 9S R=9.64 .�ti ❑ ❑ - _. _ C..._.._-. ... 0.9PG�637 N O W O (p t- 8.99 4 X 9.39 X 9.71 >� TOP `°•, •_.,:•..:.•.:y .1+111.,.,, e �..r�, x10.96 ... x 9.s Oi N n 94 Z P4/NTL fLECTR/C L/NE =-641 T� 10.04 10.0 " x 9.e x 9.o x 0 x 1 z E Z x �A 9.77P ELECT. .,^.,...�,....-...._ u..wrr. 10.15,,,... •75 8.8 x 8.9 m fl. 4/NTED LECTR/C LINE =s.s't I x - �o 9.72LL X 9. X 9.72 9.94 v C 993 TOP x9.58 - + Ix 9.0 9.5 x1 .z My x 9.69 9.88 x 9.55 _ T ca N I t 8 ELECT. 10.5 I I x t 0.1 = ,00 S a l° 4 49 O `�-� I =671 x tl.o ELECTR/C x II a28 xt? ` C �I u B/T. CONC. °'� x 9.66 I X� CABINET I OVER CONC. TX 9.67 I I A/NTED roP x P ELECTj?/C L/NLS- Esse i X 9.45 X 9.65 2 O N In f > 0 X 9.08 X 9.5fl ` I .9•S' r'°i; I 1 X 9.98 '' I _ O 1 INE 9.66 9 at o I o O I X 9.4.3 I h N J d Q 9.79 h rEo 10.96 9.56 I °° LEASE .I m �, \ A PAI N 10.34 `^ V V p, W .' .. x 9.80 V X 9.79 AREA 13 I O X 9.82 x 937 V ` \I O at m 3 0 u ill O r N x 9.76 V h x 11.0 (n O D C3 d n X 9.35 \. \ \ \�`y' °0 S I X gas IZt 9 �6 .47A \ .67 \\ `y 1 W 10.17 Q X 9.47 j' m \ g.5 \•\ \ \ x 9.88 ,n.X o � \\ L/NE \~ \ 9.74 J `^ c� 3 p PA/NrE� �' \\ tl I x 9.4 x 9.5 TOP OF LL�NC I 9.o I \\ IZOOR MV-9.16 r4 O oa 5 \ 517 \ \\ O n A \ \ \ 9.7e Z150 10.1 I APPROX. LOCATION I 41 ✓1 t � �\ 70P OF COWL 4 ' 9 23e4iy \\ TOP OF CONC FZOla4 ELEV-9.73 \ I kit I 4 .„,X to.o x MASS. SELECT.T rn 6s1?"pI�ES \ FLOOR ELEV-942 9.12 ARG FtaavEzc�v=9s 10.17 x ss �o.o � ? � I x y.ypat x 11"/.3(51 9. - \ CRQ!/ND I y y_.,."• 1°0 O (Z1 9"/SBZ \ E =10.76 CATCH BASIN I I C> ww WAMR HEV!292 \ \ TOP OF CONC \ z s 95 �✓' RIM=10. 10 1 `\ FLOOR ELEV=9.45 p � 1 y I # 9. .96 ,\\ \ ' +/ J• PAVEMENT OVER EXISTING w x s x ,0s CONCRETE �LEI/EL W/STONE DUST I X 9.90 x 10. I Q 5 'mss I 10h 1. \\ \ \ �✓� X 1pp08 10.4 c�•✓ / 1 , ,r / x 10.5 k X I 11.4 \ \ \ 10.06 x 18 10.5 I 10.3 N 10 -._...-. x ,Io \\ � 105 X10.5 X10.5 X10.3 X10.5 - > \ x , \ ;., x ,a,e LL x 10.9 LL lox 9.58 \ 10.7 I \y 84x log CB Rid a W R-9.58 \..\ D 'SPL •�� x 11.5 x 11.0 / 11"!=654 12'1-6.58 .32 TOP aFCONC � . z 1_ tum :4ia� >1.p 12"I=A SB t�•� x 11.5 �� o FLOOR EZfv--ia15 x 10.7 \� FLDAR ELEV=f0.G7 r 2C\t]5 TOW OF CONC Z \ 10 0.7� V TSR LLWCO f \ \ \ ' I k \ \\ \� Q) \ \� \ �' n a \ I _ Q) W � kAD \ \ 2 ,z.z Z A 9.24 Q LEGEND OF LINE LABELS E �\ � \ \ EXISTING 5U/LO1NG x 11.0PL - PAUPDUY UNE \\ _ LE4iF INF W EZ - F ENT LAVE \ \ y Z W 9 \� EXISTING' SUILD/NG \ z °C \\ TOP CG1VC LANOGVC 9.7 TOP INDOOR/OUTDOOR w 9.7 \ \ � AT GWR ELEV lf.63 TOP RUBBER AT !1.45 CARPET ELEV=17.72 RUNNER WCR 9.7 \ T0PINDOOR/oUTDWR 1h W '\\ \ \ 1 EMH R=11.91 } 9.7 CARPET EZEV J I.05 OoR EZEv�loss \ `\ ® ttst �R a < \ TOP METAL THRESHOLD v \ ELEV =11.79 \ EMH R-11.80 4' 92 ` ;V77 Z y.. 11.5 LL 11.8 //) J 1 _ 3 0WmW HUD FLOOD ZONE A2, LEL EYAT/ON f0. 9.95 10.70 1 TOP cONCI1SIDEWALK o TOP CONC SIDEWALK W S W W 10.71 I EZEV=If.1I.11 11.10 % ELEV=11.t9 CONCRETE SIDEWALK 0 a m 0(0) w COMMUNITY PANEL 1250102 0001 B REWSED AUGUST 5, 1985 9 96 G(t VII 10.34 10.64 10 9 I ® A&7ER ld�is a 1 0.02 EMH R=10.64 110.89 - l2"c!4r VGC 10.23 10.74 VGC 1 1 .1285 11.1 l.a 0 9.92 9.96 �,e et I R-fa90 ce R 1oas NOTE INFORMAT/ON SHOWN ON THIS PLAN /S THE RESULT OF A COMP/LAT/ON OF THE FOLLOW/NG SOURCES �1 M �� P0�� a _1•yp (FULc a`DIRT) QUN a 11•u GRAN/TE CURB 3 AND /S NOT THE RESULT OF AN AC7144L FIELD SURVEY BY HAYES ENG/NEER/NG, INC.: OW Ir 1029 12-1-6 ! V -- � I ��R 11--458 T m 80r. cruuWR - -631 12'a6B1 I, a '1 ��" V I PARK/MG SPACESisimWER o (E mwzr aow of A*ER) 'W v Q V Q I W -0 O N_ 1. EX/ST/NG CONDITIONS PLAN OF LAND BY NORTH SHORE SURVEY CORP. DOTED SEPTEMBER 25, 2000 - W -5 L � O I Q � SMH R=11.70 E T 2. PLAN OF LAND BY BAY STATE SURVEY/NG ASSOC., INC. DATED AL4RCH 5, 2002 (V10.29 Q W c, W © t t.zz 3s"i 1.80 0 3. "PLAN SHOW/NG EX/ST/NG TOPOGRAPHY" BY BAY STATE SURVEY/NG ASSOC, INC. DATED MARCH 30, 2002 / �, 0< - h I w9 s[ o Ol nt �i W �I V• I DQ 11.07 CAN BH=11.22 o v ®10.44 Q\=3 Q3 Q 3 I QQ o NOTE. GRAN/TE BLOCKS TO BE REMOVED AS DIRECTED. -14244 ^ e LAFA YETTE STREET 3 p M J Q N Z I x 9.39 "NNNN NNNN U)00000000 N i _POURED CONCRETE fer7WALL �1-i'' HIGH) o l ro cI alI I uI I Si ,7s ON TOP OF GRANITEBLOCK SEAWALL y- ,N N N N O PAVEMENx 9.49 T PAVEMENT X� 9.15 1-'t 0 0 0 0 N N 9.5 '�C21 X C - - -.- .--.-- 9.23 X 9.56 9.25x .69 < 9.77 x 9.54 NZ � 9.29 x 9.s, EP _ ' -HIGH W.47ER AHRK V (Br y LARD 9.75 - - 9.77 8 0 - ELEVATION = 7.0 9.25 „ ' . .P/ &) ,- A Z CAN/ R�9.74 Q) 9.06 9.40 l 9 1-189 --- 9.5 - - CURB 1-5 19 BIT. CONC. f 93g23 ` c1- ^7 R/I�ERFRONT 9 �, 9.7 ®e.7s9. \ � m 9.4s 1-7 x .0 EZEV=10.0 J, INV H72 O 2 I I 10.40 X 8 x 9 •L. , 0 gip, 9.50 9.69 1 EASEMENT I x 1070 X 8.4 A\ 9.22 9.56 x W „t 1 AREA C/7Y lf�4LK�Y4Y X 1-.43 iJ t .w x 0.96 8.959s7b 9.69 x 1 REE 1 0. x 10. fi.t9 CONCRETE FOUNDAT/ON g A x 6.5p,� -1 / = 10.04 lo.n 2' E7E I!!q(t Tn arae aasw " 10.0 -_ x 11. ,0.46 CONCRETE co ,pyysS88 < X�PARKAW 1 / 9.wx Z 10.47 - PAD x 10.4 0) O 0 01 12"A-&487T3 1 A �1 w. O I X .02 r. 00 0 8 x8.3 W , 0 I I A 9. AIH R=9.61 I / x {'Y.4LK - - - ._ X .. 0.9'K 8.27 W y N 0 es9 4 x 9.31- I / I x fl.7, 1 G TO.S - C/IY - x,1-96 x as ` � N N IT 9e a/NT SNOIYrop Z x z P E ELECTR/C L/NE STORAGE '�11/ I Es CT �• \ \�` / x 9.o x o N x 98J X 1 2 ELECT. TOP \`.• 10.0 -._..�,�,..,... 00 m 9.72 7\ x 9.52 1 9.n P4/NTED LECTR/C LINE / -6.6't �. CC N%IA 1 .,6 . 9.75.... e.1- LL I 4 c1 0 6 �. x 8.9 ♦ 9.94 C1 I ' C 9.82 9.69 / 1 1 X 9. 9.68 LI (/$£ POURED GDl1�\ X 9.55 I /� w _ _ 3 TOP \ "J I x 9.0 9.5 I x , 2 co 00 0 � x n � ELECT. CURB OPER CULVERT V` 4 -� 1 z / 8 =67t AaI COWR TO GRADE BENCHES Q (t f ,o.s x ,o., 3 a i° X,Y'49 / 1r LANE o \o / I 7RENCH DRAIN (SEE XTTAIL) E ELECTRIC x tl 1-28 B/T. CONC. S 55 c TYPICAL O I LJ 9.46 P PA o R-9.7 / ( ) a e�1 CAB/NET X1 / \ X OVER CONC. 1 0 E (SEE DETAIL SHEET' x O I \PROPOSED I �� /'4/ryTEO ECECT!'/C ELECT o s (REuovE) f>v I / 1 Il O DMY R-10.1 /NE \ =6 4 t I REPLACE C Lo x 9.45 1 IVB - x 9.6s \y (SEE DC TAIL SHEETf \ W/GR.ISS PAVERS o 9.08 P.59 �I 9,S 1 p 3� piN o C cyc J ,O I- \ �C 9.9, x 9.96 2 I I 0 O X 9s9 L 1 O I m nnr041 ENIER' O V� 9.43 LIN 7 9. - - -- Jo.o - h N J d J ~SAY F pplNrEp 06 b 9.56 I Qr ° LEASE I " ° II \ m E w ,� s 0 w oN C\ �� x 9.60 a Y x 9.79 ARE" 13 x9.82 i� / X9.37 � N / I �!p ' C y U / \\ \i (; O I \ STEEL CONDUIT a 4) 3 at � ` U O t � \ j PROP. a• - - - _ _ .. 10. - I _� o o 1-1 0 • �9 Z i i�/ / o O p .o i \ \ x 9.76 V b I x rn o o U a n x 9.35 ,'I i O / \ 0-0 V I �+gj,/ow- �� ,'♦ 471 ` .67 ♦ �� ` 1 O 1 �9 10.17 STORAGE ` \ 1Tt'1 m• \ 57R� ' ♦`/ 0 '"' O x 9.88 PIP. 18 x 18' \ ros V X fl.47 O� i 1Tt 9. \ \ 9.74 rh 6R4 ITE BOLLARD x t- ♦= 69 kn POO `^ c� p P,q/NlEO L/NE /�1 rcw OF CONL� \ ,oq 1 (n'P) - sec i X 9.5 9.o errs y0G fZOOR ELEV=9.26 � O 00• � � � N�� 5 ,- B \ \ . YARD I / f 5 ` \\\ l R/ -�NBO 1 \ I F�5 Z o cW 0 APPROX. LOCATION 4 \ r6P OF COMC \ x 25' EASEMENT zi 9 � AZOOR ELEV-9.-U / � J' o.o sa/2'f� � 8 ' Ft��ELt-Ov�9t2 N I � MASS ELECT. PARKING A�wstuewJa �e / \ 6 .0 912 METER fl[YAP EtEY-9s� ,0.17 s 6-�� ALL F/N/SHED FLOORS \ D ` X 9.91- = (� 12-1-.z•sz 9. � TO BE AT ELEVATION 10 OR ABOVF. � GRWN9 � �...�--~' 6 i / � I o (�1 10..76 Z PROP. YARo fl.fl �' ;`o; G4TC BAS/N 5 SPACES I \, \ V O ww JI EI RTP OF CONL 10 \ fZOOR Etty=9.'S ° AVAIII 9 Q� (7-0 BE FILLED /N) BY-PASS LANE 9. .96, A \ ip♦ �' 1� + \ �� y o x l/ �G♦1.`Tc� 'p / x las PAVEMENT OVER EX/STING \ 1'! o o s s� CONCRETE (LEVEL W/STONE DUST) I A� n1 l \ X 9.f x las C \ X J 1 ONE 10.4 lc� OR/VE THRU LANE WAY \ x k x x \ 1.1- o 1o.s I ,0.3 ,a JOS \ \ I PRbP. YARD L QI 4' \ EXrsrirvc aur�,�iivc .... RI DRAIN0.4 JDS x tos x ,os x ,0.3 x 10.5 \ I x ,If o \ 2 SPACES CII 10. 1 O x 11-9 10.6 9.58 \ I y 84 D ��PL, ,0. PL �d LA/4 R-9.58 58 \ A % �♦ X 7.8 x 1.0 _ I 12'1-dtst 17'A-S.6 \ - TOP OF CONI \• .3♦°s,,; \ fZOOR ELEh 10.25 G .� «_.� -' � � � J VI J D x 10.7 OF COW Nc \`.. - ' - - c - - C /�(wAr B T = Z Q FLOOR ELEV-10.6J 10.67 t < - �� 10.7 Q 'u) O E TOP OF CLWC \ \' �- C fZOOR ELEV 10.01 \ m 9.24 \ \ 12.2 LEGEND OF LINE LABELS z \ \\\ \ ZX/5,%itiG 1: x o PL - PROPEIII LM Q - E4-ggA VT LWE \ \ \ \ Y W X; Z W 9.7 E 3 I m W 9.7 .�;`.� \ TOP COMC LANL7/NG \ TOP RUBBER TOP INDOOR/OUTOWR 4h� v W W AT DOOR ELEI-J1.67 CARPET ELEV=11.72 W� I > H CR \ \ RUNNER EZEV--71. 5 yrs/ w 99 7 T 1OU7 Y EA/H I R=11.91 Z ¢ > \ a0OR ELEV 1Q56 \ C \ / ® 11.80 ® 11.91 4< 1-W \ TOP AIE/AL 11.79 LO EMH R=11.80 � I .J O ELEV-11.79 \ � � ` W J \\� \ \ , \ - - 03 I Z< U c' LL 11.8 W J< FRO-OSED cc >4 E \ I r a ~ 0o LU-> mJ TOP CONC SIDEWALK �s o �/� o W W 9.95 1070 CONCRETE SIDEWALK A✓J IL moo) HUD ROOD ZONE A2 ELEVAT/ON 10. 17 10.71 I TOP CONC srDEWax EtEv-11.49 m 9 96 ELEV=>t11 11.10 .o COMMUNITY PANEL 1250102 0001 8 REWSED AUGUST 5 1985 G\1 10.34 ® 10.64 10 9 1 �>� , dS Q 19 1 1 0.02 EMH R=10.64 I 10.89 • 12'crAr VGC 10.23 10.74 VGC 1 1 .1 9.92 9.96 I sW RIII ce Jr-Joan NOTE. /NFORMAT/ON SHOWN ON THIS PLAN /S THE RESULT Of COMP/LAT/ON OF THE FOLLOW/NG SOURCES 1n I M M�� Po�7 (frxL c1�avRr) 112"a Ju ,7s-1- _1.,qp GRAN/TE CURB o AND /S NOT THE RESULT OF AN ACTUAL FIELD SURVEY BY HAYES ENGINEER/NG, /NC.: W RII Cy N. � J2 1-7.58 T o Bt7T. o CJI 12.1-681 �1j W Lw W I PICK/NG 64&49--.PACES 36'$EWER J2-1=658 ry (EASIERLY flow a-Rri£R) V) V ~ -Q ~ 9t O 1. "EX/ST/NG CONDITIONS PLAN OF LAND" BY NORTH SHORE SURVEY CORP. L7ATE0 SEPTEMBER 25, 2000 Q W J I W V ry ® 10.29 �� W � �� I Q � SMH R-11.70 2. PLAN OF LAND" BY BAY STATE SURVEYING ASSOC., /NC. L2ATED MARCH 5, 2002 t� 'c ac W ti © l1.z2 SM 1- -J.Bo J. PLAN SHOW/NG EX/ST/NG TOPOGRAPHY' BY BAY STATE SURVEYING ASSOC, INC. QATED MARCH ,30, 2002 O� �(1 � 0 �� I ��n � W Z T �h � W � 1p� � I W11.07 GN.UH=11.22 Q W W NOTE.' GR4N/TE BLOCKS TO BE REMOVED AS DIRECTED. ® 10*' e Q 3 3 e 3 I 'K Q o m 11-.. " LAfA YETTE STREET 3 J Q N_ Z X 9.59 "NNNN NNNN 000000000 POURED CONCRETE RERFI (1-3' H/G H) 14 c I lI cI alI I I v . 5 ON TOP OF GRAN/TE BLOCK SEAWALL 1-401 °�N N N N O, PAVEMENT x °`° \ PAVEMENT 78 x9.56 ., OOOOO ..NN /- \ 7.02 92SX , � � C 9.77' \ �. -� t- X 9.54 / 930 �1 EP O BOLLARD 9.75 \ 6 \ REV IY1W A70 u �25 (7YP/G4L) \ ~ a.08�� QfY�17A'W � 7.0 41 �? ( VAN R-974 \ \ - 9.5 -- CUR \ 9,40 icy 1 ° �& B/T. CONC. B ` 9023 9.7 ®9.7s � �' n _ 937 i",RNER17?QNT PROP SWALE ..4 9 5 / _ AREA m' a.4s / x .45 \., .EZEY-100 '/ 120H/-0 5_� I I ,a 10.70 X 4 0 7C° --... 950 9.69 I ° A � x EASEMENT I , .94 x � X 19 x 9 � 9.22 9.50. 9s7 .. -. , 1 I AREA 0/7Y I �. 1u 4s ; o.9e , �� e., I CONCRETE � 8.95 ° x IKKAY o x ,o p FOL4YQ4770N \ r .55 J ` A X �� - •49.77 �`- - % 11 GRMV B4SWRe8 \< PARKAIIP. - / I ' `^Cl ,oe4 mo J CONCRETE •ern 9.w _ _.._... 10.47 1Q.46 / PAD I I X 10.4 " O O (o -x- 1?' -ate ^ /0707 I I A / i �I 0 I LARGE GRA�%T - MK az C °°°0 000 u) 19-10 x N n U, '70 9. R-9.6! I /g� - _ REtiIOI�E� CKS \ - - ---- &27 I W 1 m ,-.. 6.99 4 . X 9.59 I/ / �� I X 9.71 1 " -.. ._..._ \ -� /'m' Hf1LK \_ ' 93 N 99 no P E SNOW %I / I Lz r _ . _. _ h\� x 9.o f /NTE Z LECTR/C L/NE STORAGE r� m 1°T� x 9sz o I \N 19.n PA/NTED LECTR/C L/NE / � f CC ` A , ., 9.7s �; r... 0.-7 _ x E .6 v �� to 9.azm �+ x a. 9� °94 c 9.59cu I 1 7iP GCSE pou7m 61� x 956 x 9.0 �' 9 5 x l � I _ w or><R c1eV><RT � _ 1 I ,- ( = M Y x y 4 a r I E �4z. Ao�CfSY GYIVER 70 GRALL�' BENCHES Q .: _. 10 O L x 49 p 8 I�A� IAN �g,� / I 7AFACY OWN ( (7YP/�) 9 Q BIT CONC. x 101 i ,n 3 a yP , R-9.7 SEE AET ECAB/NET X 0. I O R CONC ' i x 9iwl / x VE '. I / I o / (SEE DETAa SHEET) x .n 9/ryT�cD ` Rw 1 I (REWW) ' U E o I ZWH 8:-10.1 ELECTRjG, L/ryE - 1 ; AFRAar I ' ,n 1 x 9.45 \ I �r� O x 9.65 (SEF LiETA/L 57/007) W II P Kw 9.Obt I R5 ` -.I 32 \ �l O 1 \O / \ F 9.91 x 9Aa ;. ` \ - -� I 0 O p \X j4I9S9 1 „ UNE `�0,1 c _ _ _ I I - � '_/ y o `-4 -j a �� oe 956 \ LL/`IJE v o =II aj W /, oNE iy i w 0 Pa vc� 4 X 9.80 8 (1 % 9.79 �d\ ,�A I I O .. •p `X 9.62 / 3 -/ x 9.37 Q/ O I \ ; ,. . 7.5\ �� AR[ 4-- ' -; 1 I O C Y O 'y�y, G / CON /', .m 3 O `r.U�-.....-p %/ / o Q DR •o I Q N \ x 9.70. �- -\ \ �:Y•�}-' / x ,,.0 0 0 `C rn o° o c=i a` (' [�� u I I I m .� x 9.35 / `iii O / App rr V►1/O►l - // 1 ' _ gh 67 0 o W �] I 1 1917 STi7RAGE \ \ �\ x9.0. a� I 69min 95UNE \, ��// / 9.74 O^ x960. CRkAby/TEBOLLARD \ \ �10z Pc 94 x95 I I I ,�,, o P pAl/VTED fzroo aa4 QEty T2s I O scc 9.o -77- GNt)SEii$ b O� 9.17 1, 5 yG 98� I . ` ` I I r'cwe w � .Sj`C sav \ / 9. ,R" � A , \ \ \` J V O U ry r 0. rVVV'TIII p . APPROX.. LOCAT/ON, �m 70° of LL1NC os \ 1x1 25' EASEMENT 4 9 �\ FZOG34 EIEV-9.3J / •� is 70P of 00AV VN' \ I MASS. ELECT. ' I y NOwwoe Q 6�1?-p99E5 ROL EZEVS<9.t2 I .1? \ PARK/NG A�+sarru/t ns / ��.5 0 i fids E[EY.-9.6 1a.n . e-„�� METER ALL f7N/SHED FLOORS �° x 9.99 v , 120 �z5z 9. TO BE AT ELE wm f0 OR ABOIVE. D o ;- • ` 0 2 N, 9.1-I \ l 10.36 FRwm0R Y �( 06 rultxEtEv z9? \ \ \ 7t7p Coti1^ o gRApy 90 ''(\ \(J� '� =1 �R�-1 � 5 SPACES COt N fio'14 ELEVL9.,5 R/1�9.9 ��(� ��I•. \ BY-PASS LANE (70 BE F/LLED /N) \ / I _ _ � o x �G.n`Pc� '�o•. / '� ,:'J' \ .- - - --x.1os PAVEMENT OI�L'R EX/SANG ,- x 9. 'r s: ;'' ' ./ 1� _ CONCRETE (LEVEL W/STONE DUST) It ��o �� I �4,� g a .+E \ I x ;' : . ONE 10.4 D `�,v� o % Q' A x I DR&F THRU LANE \ \ WAY +9 11.4 10. , , .1 V 10.5 ---� �\ �-// Z \ \ PROP. YARD - C1 l DRUN.r x los \ 1 \ / �\ I �f r 1110 \ _ R/A/-10..t 1 5 10.5 x 100. sg \ \ \ \ EXIST/NG BU/LD/NG .__2 SPACES ` Vl \ 9.58 \ .�� ,� L� X 10A , 10.6 1W x N84 \ DI/1 R-A58 \ D `r� �� SN B-� E^ "� X 1.6, 1 ,D_ PL 7?'1/ 63? \ Fop or � Z �_ ro BE DEwousH S 1� 71� S0. \ fZA YP' EZEIs1015 D�' „ STO �.. > J ` i 1 lo- \ \ 7DW or GLN1C jRE' 'OUE) ' LL'W�%PE7F IYALKI6AY B : : R O ROOK afV-10.0:7 1 10.67 , Z ILP or COW , \ ;0 7 \ C{ O e� \ fZo'a4 REV-10.01 � O " Z x \ \ � \" / Na \ E \ .\ ,22 9.24 _ O I/ I I LEGEND OF LINE LABELS z \ EXISTING SUILD/NG y 1A PL - PAZPDUY LAVE \ Bj� I I I LL - LEASE L#AF EZ - EASQ/OVT ME � \ II � � Z W 9 \ EXISTING BU/L DING �� I m FE 9. 9.7 E \ 7GP Co4L^ LANLYhG 7GP �yyGgpq/pU7DI0Gi4 /� I I I70P AXV&W .\ � W C AT DaA4 EZEVL11.ei �RL44(NER �1.t5 CARPET RfVs If,7?\ y / I I IR-11.9f < W W R 9.7 TLP GVD'.1�4/Af/7L1G,G14 �F EI/H R 11.91 9.7 L 4IP4T EZEY-!/.Q5 I Z w < fzarw EZEvL105s C ell ,,.9, Q IZ LL \ \ ILP METAL M� EMH R-11.80 Y I® J J \ 4p3 SWI 92 J <� \ q � >4 �7vlER criCY 0 m W sow HUD FLOOD ZONE A2, ELEVATION 10. 9.95 E " '� ,0.71 ,0.70 I �' cow 11.1 A�� 11.10 \ \ �!o \ 11•t CONCRE7F-S/D WALK vJ COW S42EW41X a m 0� COMMUN17Y PANEL 1250102 0001 B REVISED AUGUST 5, 1985 9.96 �� 1�10.34 \ ®10.64 10 9 I IC7DP a 41 E7d/ -R-10.74- I 14'7 1o.ga \ 1 , 10.02 _�'a4r VGC 10.23 10.74 VGC CO R-1ae5 / 11.1 xi 9.92 9.96 ® 4A4)1 I R 10.0.7 AW R-11.M GRAN/TE CURB NOTE. /NFORMA770N SHOWN ON TH/S PLAN /S THE RESULT OF COMP/LAT/ON OF THE FOLLOW/NG SOURCES --7 1n -jusp, _19n �(fuc aRr1 1?_-l-75 0 AND /S NOT THE RESULT OF AN ACTUAL F/ELD SURVEY BY //AYES ENG/NEER/NG, INC: LW cs_Rk-1ao1 -�•� V� C� I '� 'u'�� Po�� ,ras7,�R �? ,,-a"s8 O o bor. eat 12 A-I � R��, �V � W ' I PAIBI'�fhC S�'/CE5 0 N 1. 'EXISTING COND177ONS PLAN OF LAND' BY NORTH SHORE SURVEY CORP. LZ47ED SEPTEMBER 25, 2000 (Eas�tr SON Q` P� i + V V I / { W E Q JS \ . S h' V SWR 11.77 E 2. PLAN OF LAND BY BAY STA 7F SURVEY/NG ASSOC, INC -124700 MARCH 5, 2002 ®1 o.za / k Q c) o y k W O I r 611.22 ,rs'a -1.87 z N J. PLAN SHOW/NG LXIS77NO TOLi POGRAPHY' SY BAY STA7E SURVEYING ASSOC., INC. -134100 AL4RCH TO, 2002 ��o c- � I wv c0 h 3 / o k �� Q pQ,1.o7 GN IM/-111? NOTE.' GRANDE BLOCKS TO BE REMOVED AS D/REC7ED. (3)10.44 0µ ^ Q o LAFA YETTE STREET N Z "NNN C 000 O 00N-4- C40 NO G OON FRAME & GRATE COVER (NEENAH R-2525 SER/ES) -2 U TYPE PA4 SO• C f f� f7AdSH GRADE TYPE SC 00 SIDEWALK SIDEWALK o °P•a 6" v^° 1.•12 —,zJ21. 1:12 , WEARING GY)URSE rO 1 //2�{EVR/AA; COURSE LOPE v SLOPE .L J 2"BINDER COURSE VER71C AL BINDER COURSE 6" CRAN/IF 6=0"` 3' 6" 6=0" °o. °v v 6- w ° • 12"CRA►2Z [tts£ °°° tti' cuRe PLAN V1EfYY 8" SCHED. 40 PVC v v v v moo BASE v v ry o v v v Ery fB cp v v CON/PAC7FD GRAVEL •ovvvv . GLr7I£Nr vvv . •. •vvvov . o00 v0000vvv COACYF7E +o oovvvvvv AV [17M1 +v &ILjYF7LL fO _ °• _ _ vv E— 000 000 n _ _ vv —I I I—I _. oov —III—I _ . 000 :III-1 I I 6 v v :III-1 I I w '°° w N ov . ov^ _ vv . vvvv— m047 � IIIA I VTV •O°V°• vvi ~• 'vvv°• 04 vvvv vv • EdI Ed ovvv -^vo :III=11 v v v v all—I I _ N .. N N N CRAVEZ B45E' b vvvv 12"CR4WZ MMM VER7rAL CRAN/7F CURB °vvv _ vvv° CONC. m E � oGo =I I I-1 — —__ —__— —_ - =III=_I —_ —_ — —_ —__ — ' I—I 11=1 I I-1 I I—I 11=1 11-1 I I=1 11=111 ' 1—I I d 1 I-111-111-1 I �I I LEI 1 1-111 �.. ,IT_II, 1 1 1 1 1 1 1 I-i 1. I II, I I I I,;III-III—I i 1=I 11=1TI- I s'o" + 3's" s'o" CO M Y ' X CONIPACIED' SVB6R4DE C MPAC7ED SV/BVR40IF aEMON VIEW � 3 a � 24 RCP to GRAN/TE CURB TYPICAL SLOPED GRAN/TE CURB YARD DRAINC4 tr) 30 0 NOr TO SCALE DETAIL>n SCALE N m d VY MHEELCHA/R RAMP DETAIL 70 SCALE 0 la1 NOT 7O sc&r .. d O V y O +� O O U O �., L � cn o o v a PROPOSED APPROWMA7T LOC477ON OF UNDERGROUND CULMRT AW R=10.1 4" THMK H-20 24 t f" WIVRCK& BAR RE7NftafCD L17M4^RE%F I- N/A� AS RE1X//RED 9.3 t L�U^H17NL^ POLE6" 7HICKH 20 _ ------ \\ 8"AW.=76 8" H/-O PICC 5=IOX B4SEPLAT£AND A BM7-' SZE fur TOP 4" 120 DRAIN ANCHOR BM 7S AS REWIRED s• 12• AW=7.2 12" AVIV=7.5 I 4B f 1 2"t�N� �. 10.3 i`• ——— 8"G/. /M!'s=7.s f'IP014 YARD 1" CYf4AIFER --------- 0�1M= N (2 n0R FROPOW �7FZDrqV .85 GROUND LEVEL r: G1 LRL7E B4S£ OV75/DE OF TYPE TF-1 --------- YALVJ<5 11" 7• ��7LEZ AInRTAR ALL VN7S 20 FROM WIRE A/ESN LLEClrBOX PROVIDE V lIt ASN 0. 12 SO. IN. & 80 24 S7M PER OPENIAVS i(Or WR7r-4L6" Cf. CORED ATO DRAIN szxmr "TIDEFLEX" Doxminom m-199 6•nw s=76 48" C/RCULAR r BACKFLOW VALVE TRE-9.7 D z , A it EM y r 7 > 'DETA/LSHALLOW DRA/N MAl /HOLE ROLE BASEDRA/NAGE o = N DETAIL F DETAIL Nor •• FOR TYPE A LIGHTS �H0wW0� QNOT 70 srxt" NOT TO SCALE7YP 'n Manhole Frames and Covera Rim elevations to N7EH SIDE A 1 ^ I (Stoneham Standard) match finished grade I� l_._� Concrete reinforcedME) elev.fOt 9, O" OF CULVERT EL1GE OF LbMO4ElF CLKVERT _ for HS20-44 loadinRisen by other PoCURB OVERR CULVERTSealanB Aluminum angle flange 6' Concrete TypADE GAIWAXESS B with neoprene gasket. OpyERS INLET - Weir WEIR DUTLEr - - _ 8'X3' BAR GRATING Invert=7.8and Invert-7.6 • ' - - : •. , . - ;:JiOrifice •--• / 3 plates -� OUTLET , �4 ` Y W ( 1 � W RIFACE •• -� r :I� See note 9 Z i= 1 O INLET, See notes 8. 9 A WE/R \ y 0 3 fz I A TYPE so OM VERT W ~ I� If L _ I w W PW KEW � s� w -_ '. - -:<.•.:-:. .: :a:.: .�, •._-i -::--: Aluminum T P •d P•-• P - P P • P -•cr P - swirl chamber Sealant Baffle Wall Flow Control Watl CORE B• I y OUTLET 4• 7•_g• aW SECTION A - A PLAN VIEW B - B 4,� T� - 1 YI _ `O V� J �. ht'-4'i 4 .. J V 0 RAISE COVER o 1 In MEET f7N/SH 6•� /3 REMR EPoX/ED a } z NOTES 2 - GRADE INTO Ex/S71NC 1. Stormwoter Treatment System (SWTS) shall have. 5. SW75 inverts in and out shall be of the same elevation SIDE SECTION MEW END SECTS MEW 6" CONCRE7F rn � q M }� Peak treatment copocfi}v- 1.6 efs 6. SWTS shall not be compromised by effects of downstream tai/water E,V�y PA y __ _ _, c o W m W Sediment storage. 0.75 cu yd 7. SIFTS shall have no internal components that obstruct maintenance access ITEM NO M-TD8 e' SECTION - \ - o w o> W J 0// storage: 270 gal/ons B. In/et pipe must be perpendicular to the structure I M-TD3 X SECTION ✓' '• _• �/Sn + .J `•:�\ 1- 2 W W Sediment chamber d/o.• 3 min 9. Pipe onentabon may vary,• see site p/c/7S for size and Iocabon ND : RTP OF RTP OF COWRO 0 Q m 0 r� w 2. SWTS shall be contained in one rectangular structure 10. Puchaser shall not be responsible for assembly of unit CONE'Rf2ir WELDED METAL FRAME COMCRE7F J. SWTS shall remove BOX of annual 75S load/ng 11. Manhole frames and penbroted covers supp//ed with system, not instal/ed t. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. CULVERT FOR ALt/US7MENT CULVERT a 4. SWIN shall retain t/ootab/es and Imppred sediment up 12. Purchaser to prepare excavation and provide f/fting equipment 2. AVAILABLE IN 3' AVD 8' SECTIONS /F NECE554RY . r. to and including peak treatment capacity 13. Dimensions shown are typical. Actuoll dimensions to be provide by Vortechnics SEMAW A-A 3. AVAILABLE IN END OR MIDDLE SECTIONS. m Vortechnics 4. CONFORMS TO N-20 LOADING. TYPICAL VORTECS MODEL 1000 41EvergreenTIDE GATE ACCESS & o Portland, ME 04103 TRENCH DRAIN DE TA/LE O Tel.:207-878-3662 STORMGYATER TREATMENT SYSTEM V Fax:207-878-850, POURED CONCRETE CURB Df TAIL Z NOT rO SCALE (PROVIDE BY SHEA CONCRETE, INC.) NOT TO SCALE rn ' Avr 70 Sr.fLE o a N n m J Q Z