Loading...
64-567 - 10 BLANEY STREET - CONSERVATION COMMISSION 'O � *4IMM I' V �omofti� CITY OF SALEM ,. )1 � �, CONSERVATION COMMISSION May 9, 2014 Kathleen Winn City of Salem Department of Planning & Community Development 120 Washington Street, 3`d floor Salem, MA 01970 Re: Order of Conditions—DEP #64-567-10 Blaney Street Marina Dear Ms. Winn: ¢ e Enclosed, please find the Order of Conditions for the above-referenced project. Following the 10-business-day appeal period (from May 9, 2014), this document must be recorded at the Southern Essex County Registry of Deeds (Shetland Park, 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded, please return a copy of Page 12 of the Order, which will indicate to the Commission that the document has been recorded. If you have any further questions, please feel free to contact me at 978-619-5685. Sincerely, Tom Devine Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office e . a Y S Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP—Transaction# Salem Cityrrown A. General Information Please note: Salem this form has t. From: been modified Conservation Commission with added 2. This issuance is for space to a. ®Order of Conditions b. ❑Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: Requirements Kathleen Winn Important: a. First Name b. Last Name When filling City of Salem out forms on c.Organization the 120 Washington Street computer, use only the d. Mailing Address tab key to Salem MA 01970 move your e.City/Town f.State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. rm a. First Name b. Last Name City of Salem c.Organization 93 Washington Street d. Mailing Address Salem MA 01970 e. Cityrrown f. State g.Zip Code 5. Project Location: 10 Blaney Street Salem a. Street Address b. City/Town 41 278 c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: d m S d m s d. Latitude e. Longitude wpaform5.doc• rev.05119/2010 Page 1 of 12 J Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem City/Town A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex South a. County b.Certificate Number(if registered land) 23825 116 c.Book d. Page 7. Dates: 4/23/2014 5/8/2014 5/9/2014 a. Date Notice of Intent Filed b. Date Public Hearing Closed c. Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): See attached a. Plan Title b. Prepared By c.Signed and Stamped by d. Final Revision Date e. Scale I.Additional Plan or Document Title g. Date B. Findings t. 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(the Act). Check all that apply: a. E] Public Water Supply b. ® Land Containing Shellfish c. ❑ Prevention of Pollution d. ❑ Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. 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. wpaform5doo rev.05/192010 Page 2 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. 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 the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ 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). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linearfeet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b. linear feet c.linear feet d. linear feet 5. ❑ Bordering Vegetated Wetland a. square feet b.square feet c.square feet d.square feet s. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.Gy dredged f.dy dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet s. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet g. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 It c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 It g.square feet h.square feet i.square feet j.square feet wpaformS.doc• rev.09192010 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem City/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. Ll Designated Port Areas Indicate size under Land Under the Ocean, below 11. ® Land Under the 46950 46950 Ocean a.square feet b.square feet 11520 11520 c.dy dredged d.Gy dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ® Coastal Beaches 300 300 cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 14. El Coastal Dunes cu yd cu yd a.square feet b.square feet c.nourishment d. nourishment 15. ® Coastal Banks 14 14 a. linear feet b.linear feet 15. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. F1 Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.dy dredged d.Uy dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.dy dredged b.Gy dredged 21. ❑ Land Subject to Coastal Storm a.square feet b.square feet Flowage wpalorm5.doc• rev.05/192010 Page 4 of 12 1 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Citylrown B. Findings (cont.) #22. If the project is for 22. [1Restoration/Enhancement': the purpose of restoring or s. uare feet of BVW enhancing a aq b.square feet of salt marsh wetland resource area 23. ❑ Stream Crossing(s): in addition to the square footage that a. number of new stream crossings b. number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c eg11fcl( 7. Salt The following conditions are only applicable to Approved projects. Marsh)above, 1 Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional re ulator measures, shall be deemed cause to revoke or modify this Order. 9 Y amount here. 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. 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. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 5/9/2014 unless extended in writing by the Department. 7. 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. 8. 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. wpafarm5.doc• rev.05/192010 Page 5 of 12 r) Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Salem Cityri-own C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 9. 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 the 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. 10. 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, "MassDEP] "File Number 64-567 " 11. 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 MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 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. 15. 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. 16. 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. 17. 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, wpaform5.doc- rev.05/192010 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 18. 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. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the "Project") is(t)❑ is not(2)® subject to the Massachusetts Stormwater Standards. If the work is subject to the Stormwater Standards,then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; . X. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; iv. all post-construction Stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any,vegetation associated with post-construction BMPs is suitably established to withstand erosion. wpaform5.doc• rev.05/192010 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement) for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan")and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.) the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(0 through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpaform5.dac• rev.05/198010 Page 8 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP—Transaction# Salem Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits) shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): wpaform5 doo• rev.05/19/2010 Paga 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 - Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No _ 2. The Salem hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1. Municipal Ordinance or Bylaw 2.Citation 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. b. M that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Wetlands Protection & Conservation Ordinance c. 50 1. Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following 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, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): Attached special conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance. wpaform5.doc- rev.05119/2010 Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions MassDEP File 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP,Transactionn Citylrown E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special aol filling out forms on the computer, condition pursuant to General Conditions#4,from the date of issuance. 1. Datek Issuance use only the tab Please indicate the number of members who will sign this form. C' key to move your This Order must be signed by a majority of the Conservation Commission. 2. Number of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt requested) or hand delivered to key the applicant. A copy must be mailed, hand delivered or filed electronically he same time rm with the appropriate MassDEP Regional Office. ` Sign by hand delivery on ❑ by certified mail, return receipt requested, on Daty Date F. 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 MassDEP 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 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. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. 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. wpa5sigs.dec• rev.022512010 Page LL of L�, Massachusetts Department of Environmental Protection Provided by MassOEP: Bureau of Resource Protection - Wetlands 64-567 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town G. Recording Information Prior to commencement of work, 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 this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ---------------------------------------- -------------------------------------------- --------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location MassOEP 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 wparorm5.doc• rev.05119/2010 Page 12 of 12 s Attachment to Order of Conditions # 64-567 Page 1 of 5 SALEM CONSERVATION COMMISSION DEP FILE #64-567 10 Blaney Street Marina City of Salem, Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map(5/1/2014) from Natural Heritage & Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order permits the construction of a marina and associated improvements at the above location per Notice of Intent and plans submitted 4/23/2014 (narrative revised 5/1/2014). As mitigation for the impact of this project, applicant shall remove debris from surrounding beach area by hand. GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety (including all 5 pages of Special Conditions) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing on site, a DEP Sign showing DEP File#64-567 must be installed at the entrance to the site and seen from the public way, but not placed on a living tree. 5. No work approved in this Order may commence until the ten(10) business day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order, the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00, and shall have the right to require any data or documentation that it deems necessary for that evaluation. Attachment to Order of Conditions # 64-567 �t & Page 2 of 5 8. 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. 9. 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 Corps 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 in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted.to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s) shall rule. 11. 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. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Proposed Conditions, Salem Port Expansion, Commercial Marina& Dredge, sheets 1 &2 (Title) 4/11/2014 (Dated) Ronald R. Bourne (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. Attachment to Order of Conditions # 64-567 "t O Page 3 of 5 16. 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 statement signed 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. 17. [Reserved] PRIOR TO CONSTRUCTION 18. Prior to the commencement of any activity on this site other than activities listed above, there must be a Pre-Construction Meeting on site between the project supervisor, the contractor responsible for the work,and the Conservation Agent and/or a member of the Conservation Commission to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary, during the pre-construction meeting. Please contact the Conservation Agent at (978) 619-5685 at least forty-eight(48) hours prior to construction to arrange for the Pre- Construction Meeting. 19. 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 Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. 20. No clearing of vegetation, including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 21. Adequate additional erosion and sediment controls shall be stored onsite to be used for emergency purposes. EROSION CONTROL 22. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in any wetland resource area and/or buffer zones. The erosion control measures shown on the approval plan(s)and provisions in the Order will be the minimum standards for this project; the Commission or its Agent may require additional measures. 23. 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. 24. 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. 25. The area of construction shall remain in a stable condition at the close of each construction day. 26. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. Attachment to Order of Conditions # 64-567 €ASF Page 4 of 5 27. Within thirty(30) 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. 28. If soils are to be disturbed for longer than two(2)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 surface shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 29. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 30. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 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 river. 32. Cement trucks shall not be washed out in any wetland resource or buffer zone area, nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 33. All exposed sub-soils shall be covered by a minimum of three(3) inches of quality screened loam topsoil prior to seeding and final stabilization. 34. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 35. There shall be no pumping of water from wetland resource areas. 36. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 37. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 38. The applicant is herby 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. AFTER CONSTRUCTION 39. Upon completion of construction and final soil stabilization, the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance (COC): (1) A Completed Request for a Certificate of Compliance form (WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An "As-Built" plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under thejurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: Attachment to Order of Conditions # 64-567 gg Page 5 of 5 (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances, structures and best management designs, including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures" include, but are not limited to,all buildings, septic system components,wells, utility lines,fences, retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 40. When issued, the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 41. 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. 42. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized their removal. ADDITIONAL CONDITIONS 43. As recommended by the Massachusetts Division of Marine Fisheries (5/8/2014 letter from N. Tay Evans), all in-water, silt-producing work shall be confined to February 15 to June 30 of any year to minimize impacts on vulnerable marine species.No exception to this restriction may be made without the explicit approval of the Conservation Agent. �f�CQN0ITA� v , ll CITY OF SALEM CONSERVATION COMMISSION SITE VISIT FORM PROJECT LOCATION: '-�"" �1 ""�-"�'�DATE OF SITE VISIT• PROJECT PROPONENT: (AA Y DEP FILE NUMBER:— PROPOSED UMBER:PROPOSED WORK: IN ATTENDANCE: Commission Members/Agent: Abutters: Applicant/Property Owner/Representative: . ka✓M Q SITE VISIT.PURPOSE:_ -C�. S SITE VISIT DOCUMENTATION: ❑Photos ❑ Site Map ❑Other: OBSERVATIONS: Take into account relevant aspects or features such as: natural or piped drainage or obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage areas; adjacent land uses. 0Ole S RECOMMENDATIONS: `�a�n�nann,�ea�th o f��%assac/2zcsetts = Department of Fish and Game . ' 251 Causeway Street, Suite 400 - r` 9 Boston, Massachusetts 02114 (617) 626-1500 Go Cha Baker fax (617) 626-1505 Governor Matthew A.Beaton Katyn E.Polito Secretary Lieutenant Governor George N.Peterson,Jr. Commissioner Mary-Lee King Depn[y Commissioner January 19, 2016 City of Salem Department of Planning and Community Development 120 Washington Street Salem,MA 01970 Re: Notice of Sale of ILFP Mitigation Credits for Corps Permit No.NAE-2005-1095 Salem Wharf Commercial Marina) Dear Permittee, The Massachusetts Department of Fish and Game(DFG)and the U.S.Army Corps of Engineers,New England District(Corps)have established an In Fee Program(ILFP)in Massachusetts pursuant to the ILFP Instrument between DFG and the Corps. Pursuant to the Instrument,DFG is the Corps- approved Sponsor of the ILFP for Massachusetts. This letter confirms DFG's receipt of an ILFP payment of$2,852.00 by the Permittee.DFG is also confirming its resulting sale of 0.005 credits to compensate for the 200 square feet of impact to the intertidal aquatic habitat resource in Salem Harbor as authorized by the above referenced Corps permit. By selling these credits,the legal responsibility for implementing compensatory mitigation associated with this purchase of credits has been transferred to DFG. St cerely, �1, I Brian Keller,Chief Financial Officer CE U.S.Army Corps of Engineers New England District,Regulatory Division Attn: Chief,Policy Analysis and Technical Support Branch 696 Virginia Road Concord,MA 01742-2751 cc: Richard Lehan, General Counsel,DFG Christy Edwards,Director of Land Protection and Capital Planning,DFG NOI Status Sheet Address: (o 11"-t S1 DEP #: SSE7 Application Type: /i/� t Date Submitted: I-( j k�/� Contact Name: 5,. X �� " Phone: S-4 —S lr7 G6-C Proposed activity: wsl% 1�.Application Complete f5,Correct Fee Received Abutters List Requested Received Legal Ad Sent ij�-Legal Ad Confirmed inline -Added to Agenda &Agenda to Applicant C Agent Comments to Commission ❑ DEP Comments Hearing Opened: Continued: Site Visit: rd'Abutters Notice Confirmed Permit Sent to Applicant and DEP �-Confirmation of Delivery Expiration date added to calendar O"Added to database ❑ Applicant Recorded OoC with Registry Preconstruction Meeting: ❑ Certificate of Compliance Sent to Applicant and DEP ❑ Confirmation of Delivery ❑ Applicant Recorded CoC with Registry Notes: HACON COMM\Administrative\project status shect\NOI status sheet 2012-12-27.doc e y y.; PU�IC NOTICE US Army Corps Comment Period Begins: 28 August 2012 of Engineers w ��\ Comment Period Ends: 17 September 2012 New England District "L �b �a& File Number: NAE-2005-01095 696 inia Road Concord, MA 01742-2751 �G �^ � In Reply Refer To: Benjamin Cox F o&Q Phone: (978)318-8295 E-mail: benjamin.r.cox@usace.army.mil The District Engineer has received a permit application to continue to conduct work in waters of the United States as described below. This is a proposed re-issuance of a previously issued individual Corps of Engineers of Engineers permit. APPLICANT City of Salem, City Hall Annex, 120 Washington Street, Salem, Massachusetts 01970. ACTIVITY The City of Salem (Salem)proposes to continue to construct a multi-use water transportation facility in the Salem Harbor Designated Port Area in multiple phases. The project was initially permitted by the Corps of Engineers on November 20, 2009. However, since the project involves the disposal of dredged material in ocean waters the Corps only has authority to issue permits for up to three years. Phase 1 of the project, which is already under construction but for which the Corps of Engineers authorization will expire in late fall of 2012, involves the construction of a water transportation terminal and associated dredging and pier for various passenger vessels. The proposed work includes construction of a fixed steel pile supported pier totaling 17,210 square feet, placement of two 60' gangways and five 40' x 10' floats on the north side of the new pier for vessel docking, relocation of two 50' x 20' ferry barges and six 40' x 10' floating docks and three 60' gangways on the south side of the new pier for ferry landings and vessel docking, construction of a pile supported 12' wide walkway and building, construction of a vertical timber wave barrier along the centerline of the new pier, and _dredging of 65,530 cubic yards of sediment from a 211,950 square foot area. Dredged material disposal would occur at the Massachusetts Bay Disposal Site. Only a portion of the work authorized in 2009 has been completed or is anticipated to be completed by November 19, 2012. This work includes the construction of approximately 500 linear feet of seawall. A small portion of dredging is scheduled to be completed near the end of August and a larger portion of dredging is scheduled from October 2012 through January 2013. Salem -anticipates needing an additional three years to complete the work. Because time extensions cannot be authorized for permits with open water disposal under Section 103 of the Marine Protection, Research and Sanctuaries Act a new permit review is required. A detailed description and plans of the activity are attached. WATERWAY AND LOCATION OF THE PROPOSED WORK This work is proposed in Salem Harbor at 10 Blaney Street, Salem, Massachusetts. The site coordinates are: Latitude 420 31' 19" N, Longitude 70° 52' 54". Disposal of dredged material will occur at the Massachusetts Bay Disposal Site (MBDS) which is an ocean disposal site. The MBDS is a 2.0 nmi (3.7 km) diameter circular area centered at 42° 25.106' N, 70° 34.969' W (NAD 83), is located 12 nmi (22 km) southeast of Gales Point, MA). f CENAE-R FILE NO. NAE-2005-01095 AUTHORITY Permits are required pursuant to: _x_Section 10 of the Rivers and Harbors Act of 1899 Section 404 of the Clean Water Act _x_ Section 103 of the Marine Protection, Research and Sanctuaries Act., .. The decision whether to issue a permit will be based on an evaluation of the probable impact of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which may reasonably accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects thereof; among those are: conservation, economics, aesthetics, general environmental concerns, wetlands, cultural value, fish and wildlife values, flood hazards, flood plain value, land use, navigation, shoreline erosion and accretion,recreation, water supply and conservation, water quality, energy needs, safety, food production and, in general, the needs and welfare of the people. The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Where the activity involves the discharge of dredged or fill material into waters of the United States or the transportation of dredged material for the purpose of disposing it in ocean waters, the evaluation of the impact of the activity in the public interest will also include application of the guidelines promulgated by the Administrator, U.S Environmental Protection Agency,under authority of Section 404(b) of the Clean Water Act, and/or Section 103 of the Marine Protection Research and Sanctuaries Act of 1972 as amended. ESSENTIAL FISH HABITAT The Magnuson-Stevens Fishery Conservation and Management Act (MSA), as amended by the Sustainable Fisheries Act of 1996 (Public Law 104-267), requires all federal agencies to consult with the National Marine Fisheries Service (NMFS) on all actions, or proposed actions, permitted, funded, or undertaken by the agency, that may adversely affect Essential Fish Habitat(EFH). Salem Harbor has been designated EFH for 23 federally managed species. These species include American plaice (eggs, larvae,juveniles, adults), Atlantic butterfish(eggs, larvae), Atlantic cod (eggs, larvae,juveniles, adults), Atlantic halibut(eggs, larvae,juveniles, adults), Atlantic mackerel (eggs, larvae,juveniles, adults), Atlantic sea herring(larvae,juveniles, adults), bluefish(juveniles, adults), haddock (eggs, larvae), Ocean pout (juveniles, adults), Pollock (eggs, larvae,juveniles), red hake(larvae,juveniles, adults), White Hake (eggs, larvae,juveniles, adults), whiting (eggs, larvae,juveniles, adults), winter flounder(eggs, larvae,juveniles, adults),windowpane flounder(eggs, larvae,juveniles, adults), and yellowtail flounder(eggs, larvae,juveniles, adults). The proposed dredging would affect approximately 211,950 square feet of EFH. An EFH assessment 2 CENAE-R FILE NO. NAE-2005-01095 was transmitted to NMFS on March 16, 2009. On April 2, 2009,NMFS provided conservation recommendations pursuant to Section 305 (b)(4)(A) of the MSA. These recommendations included no dredging between February 15 and June 30 of any year, a maximum dredge depth of-16 ft MLW, and installation of a wave fence a minimum of five feet off the harbor bottom with permeable construction on the terminal end. These conservation recommendations were incorporated into the DA permit issued on November 20, 2009, as special conditions. The Corps will include these conservation recommendations if a decision to issue a permit for the proposed work is reached. The dredged material disposal is proposed for the Massachusetts Bay Disposal Site. This is an open water ocean disposal site for dredged material, with water depths ranging from 269 to 302 feet (82-92 meters), that is utilized now, as well as in the past, for disposal of dredged material under approved disposal site conditions. The site is monitored under our Disposal Area Monitoring System (DAMOS). The disposal site also provides deep water habitat for the species listed above. However, since this is an approved ocean disposal site, the District Engineer has made a preliminary determination that the site-specific adverse effect will not be substantial. NATIONAL HISTORIC PRESERVATION ACT An intensive (locational) archaeological survey(Phase Ib)was conducted in 2009 for the proposed undertaking. This survey identified one potential submerged ancient site and two historical period maritime sites eligible for listing in the National Register of Historic Places. It was determined that the undertaking may have an adverse effect on these archaeological sites. To resolve this adverse effect, the Corps, State Historic Preservation Officer, Massachusetts Board of Underwater Archaeological Resources, Wampanoag Tribe of Gay Head (Aquinnah), and the City of Salem executed a memorandum of agreement (MOA)pursuant to 36 CFR Part 800.6(c) on November 18, 2009. This MOA required Salem to prepare a Phase II archaeological site examination and, if the sites were determined eligible for listing in the National Register, implement alternative plans for the undertaking. As a result of this examination, one site was determined to be eligible for listing in the National Register and avoided. The Corps modified the permit on December 23, 2012,to require avoidance of the site. No changes from the previously authorized work are proposed and, if the Corps determines that issuance of a permit for the proposed work is appropriate, a special condition would be included to require Salem to protect the site of submerged terrestrial paleosediments by establishing a 30 foot wide buffer zone that prohibits dredging, project construction vessels, or anchoring of vessels. ENDANGERED SPECIES CONSULTATION The New England District, Army Corps of Engineers has reviewed the list of species protected under the Endangered Species Act of 1973, as amended, which might occur at the project site. It is our preliminary determination that the proposed activity for which authorization is being sought is designed, situated or will be operated/used in such a manner that it is not likely to adversely affect any Federally listed endangered or threatened species or their designated critical habitat. By this Public Notice, we are requesting that the appropriate Federal Agency concur with our determination. The States of Connecticut, Maine, Massachusetts,New Hampshire and Rhode Island have approved Coastal Zone Management Programs. Where applicable the applicant states that any proposed activity will comply with and will be conducted in a manner that is consistent with the approved Coastal Zone Management Program. By this Public Notice, we are requesting the State concurrence or objection to the applicant's 3 CENAE-R FILE NO. NAE-2005-01095 consistency statement. Note that the State of Massachusetts previously issued an individual Federal consistency determination for this project on October 6, 2009. The following authorizations have been applied for, or have been, or will be obtained: (x) Permit, License or Assent from State. ( x ) Permit from Local Wetland Agency or Conservation Commission. (x ) Water Quality Certification in accordance with Section 401 of the Clean Water Act. In order to properly evaluate the proposal, we are seeking public comment. Anyone wishing to comment is encouraged to do so. Comments should be submitted in writing by the above date. If you have any questions, please contact Benjamin Cox at(978) 318-8295, (800) 343-4789 or(800) 362-4367, if calling from within Massachusetts. Any person may request, in writing, within the comment period specified in this notice,-that a public hearing be held to consider the application. Requests for a public hearing shall specifically state the reasons for holding a public hearing. The Corps holds public hearings for the purpose of obtaining public comments when that is the best means for understanding a wide variety of concerns from a diverse segment of the public. The initial determinations made herein will be reviewed in light of facts submitted in response to this notice. All comments will be considered a matter of public record. Copies of letters of objection will be forwarded to the applicant who will normally be requested to contact objectors directly in an effort to reach an understanding. THIS NOTICE IS NOT AN AUTHORIZATION TO DO ANY WORK. �C Karen K. Adams Chief,Permits and Enforcement Branch Regulatory Division If you would prefer not to continue receiving Public Notices by email,please contact Ms. Tina Chaisson at (978) 318-8058 or e-mail her at bettina.m.chaissongusace.army.mil. You may also check here ( ) and return this portion of the Public Notice to: Bettina Chaisson, Regulatory Division, U.S. Army Corps of Engineers, 696 Virginia Road, Concord,MA 01742-2751. NAME: ADDRESS: PHONE: 4 k i m h.5. � ✓"'1 .s :" .^< �, —� 11 I!/ ��/J 1 20X20 PLATFORM SCALE: 1"=3000'-0" ® 1OX10 PLATFORM r - MOORING N DOMINION ENERGY= R ,%',��DOLPHIN LOCUS PLAN SALEM / LLC � �� rTRA11FR X13.6 ra .,ems,-p• 1 1 1 j l , : 1 i ..+ UEL k CONCRETE CURBS r 'i - 20X50 lONiP�pC�E v3sz GRAVEL PARKING / _ STEEL FLOAT t6.o 1a.e a° 50 o _ 4 aen.1 0�000<d6ovosooee�aoo<oxo< i ' G�NG,WAY _ -_-- x1a.z r— -------- STONE RIP RAP �NTaoI /I •.. .. .... TOE OF RIP RAP `-- I RI ° STONE PARKING STOPS HTL r, ` J' I X13.61 I 8 ° MHW z / HTL & MHW AGAINST BULKHEAD _---- ---- - LL R _GRANITE BLOCK WALL __ --------- < --EY ------------ N/F HAWTHORNE MARINA LIMITED PARTNERSHIP ^ p n O fl N n n n n SCALE:1 "=120'-0" 100 YR FLOOD +13.8 NGVD +4.2 TITLE: D(ISTING IN: SALEM HTL +11.0 MLW 0.0 AT:SALEM HMBOR MHW +8.9 CONDITIONS COUNTY: ESSEX STATE: MA B PURPOSE: APPLICATION BY:oss G7�Itleg SHEET 1A of $ PRffM N.1Qd1111NE-PORE CITY OF SALEM DATE:08/21/08 REV 03/13/09 PROPOSED 62'X92' r------- ------ TERMINAL BUILDING SEAWALL/REVETMENT (500'±) SEE SHEET 8 It -C COMPLETED 2011 il If I I FISHtNG PIER 0 c PARKING LOT 4 v'1 F 14 SEE SHEET 47 -SEWER PUMP STATION c 17P HARB RWALK �STO M TER__ LL STORMWATER OU ----- - OUTFALL 20' PE 12 BUFFER ------- It - LL ZONE 0 - -- MHW & HTL UNDER MHW & HTL AGAINST BULKHEAD ___,HARBORWALK LLIL I, LL �a,%'ho r Lr crn 0 �20 C, SCALE1 120'-0" cr 100 YR FLOOD +13.8 NGVD +4.2 TITLE: IN: SALEM MHW +8 CN HTL +11.0 COMMONS MLW 0.0 ALT PROPOSED AT:SALEM HARBOR.9 >< COUNTY: ESSEX STATE: MA PURPOSE: APPLICATION BY: SHEET 2A OF 8 A� Cawmmg Ah*ear*rg PRITM &7MTK_W D(PM� CrTY OF SALEM DATE:08/21/08 REV 07/30/12 8" CONCRETE ,DECK 2" HIGH BARRIER RAIL 12' LHARBORWALK 6' CONCRETE SIDEWALK PARKING AREA (VARIES) TOP OF HARBORWALK CENTER PARKING ISLAND EL. +15.0 H 11.0 M 9 FILL FILL 4EXISTING CONC. RETAINING WALL SLOPE EXISTING GRADEPROPERTY LINE MI,W QL,0.00 \..�� XISTING RIP RAP SHEET PILE TIMBER PILE 15 O.C. (TYP.) TOE WALL n PROPOSED HARBORWALK AND PARKING LOT SECTION • s SCALE:1/16"=f-O" REMOVABLE CONCRETE SLAB AREA OF BLDG BEYOND HTL = 188 SF. FLOOR SUPPORT SEE SHEET 4 STRUCTURE EL. +18.0 EL +18.5 EL 17.3 (100 YR EVENT) rig qwt _ HTL EL. +11.0 „ E MHW EL +8.9 SUPPORT WALLS SUPPORT CAP 1 0 COLUMN LINE ® COLUMN LINE MLW EL. 0.00 PROPOSED PIER SECTION oc s 100 YR FLOOD +13.8 NGVD +4.2 TITLE: ALT — PROPOSED IN: SALEM HTL +11.0 MLW 0.0 AT:SALEM HARBOR cc MHW +8.9 SECTIONS COUNTY: ESSEX STATE: MA �g PURPOSE: APPLICATION BY: SHEET 3A OF 8 PREFEREd ALTERNATIVE—PORE CITY OF SALEM DATE:01/15/09 REV 03/13/09 AREA OF PILE SUPPORTED I BUILDING BEYOND HTL = 188 & R REMOVE ELOCATE EXISTING BARGES O\A* t.LLI j sd co 0 HNNEW 60' GANGWAY I NEW 60' GANGWAY NEW 40'X10' FLOATS 0 LL <.. MLW 70' - EXISTING 50'X20' FERRY BARGE EW 40'X10' FLOATS RELOCATED NEW 60' GANGWAYS 0 50 SCALE1"=50'—O" SALEM c7 100 YR FLOOD +13.8 NGVD +4.2 TITLE: ALT PROPOSED PIER IN: c� HTL +11.0 vILw 0.0 AT:SALEM HARBOR MHW +8.9 COUNTY: ESSEX STATE: MA --rjr �Bowm Cm=Wog PURPOSE: APPLICATION BY: SHEET 4A OF 8 BCwM PFEFERED AL7WTIVE-W DFAM� CITY OF SALEM zw= DATE:08/21/08 REV 03/13/09 ffz�� w 32 ---{ CONCRETE CURB TOP OF I 2'0 FLOAT GUIDEPILES (TYP) PIER EL. +17.0 STEEL SUPPORT CONCRETE PILE CAP PILES ® 5' O.C. I TIMBER WAVE MHW EL. +8.9 F-- BARRIER MLW EL. 0:0 . ... ADA BARGE - & FERRY BERTH fl COMMERCIAL VESSEL BERTH AREA OF PERMEABLE MIN. DREDGE DEPTH II WAVE FENCE AT WAVE FENCE U (5' BELOW WAVE FENCE) 12"0 PIPE PILE (TYP) n PROPOSED ACCESS PIER SECTION 5 SCALE)/1 6'=1'-0' VARIES (30' TO 70') CONCRETE CURB GREENHEART PILE TOP OF PIER 12" CONCRET 7'-6" O.C. (TYP) EL. +17.0 DECK CONCRETE CAP MHW EL. +8.9 MLW EL. 0.00 . . .. . .\. . . . . . . . . 12"0 PIPE PILE (TYP.) n PROPOSED PIER SECTION 5 100 YR FLOOD +13.8 NGVD +4.2 TITLE: ALT - PROPOSED PIER IN: SALEM HTL +11.0 MLW 0.0 AT:SALEM HM80R MHW +8:9 SECTIONS COUNTY: ESSEX STATE: MA PURPOSE: APPLICATION BY: SHEET 5A OF 8PORE PREIM ALIMTIVE- EXP CfiY OF SALEM ai+r, ��� m DATE:08/27/08 REV 03/13109 /f>y l••;\•`t�tia` ,i-36'' 1 ' r ///r`�i/�i/� i�� " \l I 'tet 1 i 7 i l ! /. 5�. \i+,ll t)// _,-/r-' l;illAl V I r•l l\} 'y t !' ^//���_/�/iir/ •� I A 1 y - ii/ 1/—!^�Jii �/ 7 , 111 ��--34" Il �{ 1+ � 117/%i�1 If.'i/�/^^ •,. yl � II � - ilk �— // I 1 (• � / t l i I \, I \ �r—_' riri� �^J•1 R 4 I \ I _ "'.A:. / /• It 1J/��//il I / i ( I t I \ I'/ r %��// rl \ \ \ 1 . f it _\ " /•_ ._r—i i��p. 0- N �N k ut \\ �1�.�/,��J�ii�����/� / I J HTL� 4+00 00 --,,6 00 7+00 8 6a `�9+00 10+00 11+ ,�2+bo E 13+0o B _ DREDGE DREDGE ---- DEPTH DEPTH :/ / fI n -,(-11.00) (-16.00) "ARCO:, if li if 11 / DREDGE VOLUME= 65,530 CY. DREDGE AREA= 211950 SQ. FT % \ l \•\ \ ! t ; i � ZERO 120 r SCALE:1"=120'-0' 100 YR FLOOD +13.8 NGVD +a.z' TITLE: ALT — PROPOSED IN: SALEM HTL +11.0 MLW 0.0 AT:SALEM KARM MHW +8.9 DREDGE PLAN courlTY: ESSEX STATE: MA r �Bo�e l - PURPOSE: APPLICATION BY: SHEET 6A OF 8 ai+r -•., PffE M ALTS NA1NE-POREDXPCf TY OF SALEM - s .oma.. ��m.�. " DATE:8/21/08 REV 03/13/09 HTL EL +11.0' II I Ij MLW EL 0 00 -[LL EL. -16.0 �� f ,. ` STA -. - - S A STA STA. .. +50 +o 0 .' +100 +137 - - y; n PROPOSED PIER APPROACH SECTION LL 7 SCALE:1/16"=l'-O" EXISTING MUDLINE ,. HTL EL +11.0: ,...: — MLW 0. 0.00 _ .. e 0. —N.00... =EL -16.00 . .PROPOSED r #-. s n PROPOSED DREDGE PROFILE t 100 YR FLOOD +13.8 NGVD +4.2 TITLE: ALT — ;PROPOSED IN. SALEM HTL +11.0 MLW 0.0 AT:SALEM HARBOR MHw +8.9DREDGE SECTIONS COUNTY:ESSEX STATE: MA �+ PURPOSE: APPLICATION BY: SHEET 7A OF 8 PRFFM A1]ERNAIN -W EXP CITY OF SALEM DATE:08/21/08 03/13/09 EL. +70.0 FL +49.0 REMOVABLE PANEL ,' EL.- 17.3 (100 YR EVENT) . o .MLW E4 A.OQ ° -- ` .- PROPOSED SECTION A - SCALE:1"=30'—O" Z kB"i — Cl LLJ y4-ff 44 Is I Is Lj .rr n PROPOSEDGROUND, LEVEL„PLAN LLJ SCALE:1"=30'-0" r Ln m REV3/13/09 PURPOSE: TITLE: APPLICATION BY: PREFERED ALTERNATIVE ALT - PROPOSED, ,- CITY°OF SALEM PORT EXPANSION TERMINAL c� 100 YR FLOOD +13.8. IN: SALEM MTL +11. ��Bomve AT: SALEM R4RBOR'w. a NGVD +4.2E an�emCOUNTY: E$$p( STATE:MA L- MLW 0.0 SHEET 8AOF,'$ DATE08/21/08, " "'T • gV� UBLIC NOTICE ON� T US Army Corps Ep(.of Comment o�voQMEN Comment Period Begins: 2 September 2014 of Engineers® uN�� Comment Period Ends: 3 October 2014 New England Dist rt�NM File Number: NAE 2005-1095 696 Virginia Road In Reply Refer To: Mr. Brian Valiton Concord, MA 01742-2751 Phone: (978)318-8166 E-mail: brian.e.valiton@usace.army.mil The District Engineer has received a permit application to conduct work in waters of the United States from the City of Salem which includes new dredging and disposal of the dredged material in the ocean. This work is proposed in Salem Harbor at 10 Blaney Street, Salem, Massachusetts,with disposal of the dredged material at the Massachusetts Bay Disposal Site (MBDS). The project site coordinates are: Latitude 42° 31' 19"N, Longitude 70° 52' 54". The MBDS is a 2.0 nmi (3.7 km) diameter circular area centered at 42° 25.106'N, 70° 34.969' W (NAD 83), is located 12 nmi (22 km) southeast of Gales Point, MA). As mentioned, the work involves new mechanical dredging, with ocean disposal of the material, in an existing undisturbed basin off of Salem Harbor and installing docks and associated structures, to create a new municipal commercial marina for fishing vessels off of the City's property at 10 Blaney Street. Specific work includes dredging of a sub-tidal area totalling approx. 47,000 square feet (estimated volume of material to be removed is 13,565 cu. yds.) to a depth of.-9' m.l.w. with a 1 foot over-dredge, dredging of an inter-tidal area of approx. 300 sq. ft., installing approx. 6,165 sq. ft. of pile-anchored floating docks (29 pilings),,a 30 ft. by 30 ft. floating dock over the archaeological area, a 60 foot aluminum access ramp, a landing float, and a short sheet pile wall 60 linear feet long around the landing float. The work is shown on the attached plans entitled "PURPOSE: MARINA INSTALLATION APPLICATION BY: CITY OF SALEM IN: SALEM AT: SALEM HARBOR COUNTY: ESSEX STATE: MA,"on 4 sheets, and with sheets 1 and 2 of 4 dated"6/16/14" and sheets 3 of 4 and 4 of 4 dated "8/07/14". The project has been designed to minimize the landward limits of dredging required so that only minimal (300 sq. ft) intertidal resources areas above the mean low water line will be impacted by the dredging. Mitigation through the Massachusetts in lieu fee program will be provided for the loss of the 300 sq. ft. of intertidal resource area. Silt producing activities will only be done when work is allowed in these coastal areas as a result of longstanding time of year restrictions. AUTHORITY Permits are required pursuant to: X Section 10 of the Rivers and Harbors Act of 1899 Section 404 of the Clean Water Act X Section 103 of the Marine Protection, Research and Sanctuaries Act. The decision whether to issue a permit will be based on an evaluation of the probable impact of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which may reasonably accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, CENAE-R FILE NO. NAE-2005-1095 including the cumulative effects thereof, among those are: conservation, economics, aesthetics, general environmental concerns, wetlands, cultural value, fish and wildlife values, flood hazards, flood plain value, land use,navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food production and, in general,the needs and welfare of the people. The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Where the activity involves the discharge of dredged or fill material into waters of the United States or the transportation of dredged material for the purpose of disposing it in ocean waters, the evaluation of the impact of the activity in the public interest will also include application of the guidelines promulgated by the Administrator, U.S Environmental Protection Agency, under authority of Section 404(b) of the Clean Water Act, and/or Section 103 of the Marine Protection Research and Sanctuaries Act of 1972, as amended. Dredged Material Disposal Mitigation Discussion: The alternatives considered in the dredged material disposal analysis fall into four general categories: beneficial use, upland disposal, confined disposal, and open-water disposal. The feasibility of disposal alternatives was analyzed relative to the physical and chemical quality of the dredged material, the volume of material to be dredged, the availability of suitable disposal and beneficial use sites, and the cost of disposal. When applicable, the biological quality of the disposal of the material at the disposal site was also used to evaluate the feasibility of the open-water disposal alternative. Based on the characteristics of the dredged material, the lack of suitable alternate disposal or beneficial use sites and costs,the most feasible,practical, cost-effective and environmentally acceptable alternative for the disposal of dredged materials from the proposed dredging is disposal at the requested disposal site. The dredged material has undergone physical, chemical, and biological testing and has satisfied the criteria for ocean disposal of dredged material as specified in Part 227 of the Ocean Dumping Act regulations. It is our preliminary determination that the material is acceptable for disposal at this disposal site. Any permit issued for this project will include special conditions requiring scows to come to a complete stop when disposing of the material at the disposal site. There will also be a time of year restriction included as a special condition which prohibits dredging during ecologically sensitive times of years. Massachusetts Bay Disposal Site The Massachusetts Bay Disposal Site is frequently used for disposal of bottom sediments from various harbors in the Boston area. Approximately 300,000 cubic yards of suitable sediments (the suitability was determined 2 CENAE-R FILE NO. NAE-2005-1095 with a project-specific evaluation with an established interagency review process) are deposited at this site annually. The site is monitored through the Corps Disposal Area Monitoring System (DAMOS)program. The DAMOS studies show that the site is a low energy environment such that sediments deposited at this location will remain within the site's boundaries. The DAMOS monitoring has also shown that distinct dredged material mounds have been formed at the site. Levels of metals and organics in the sediments within the disposal site are generally above background levels, indicative of the industrial nature of the areas dredged that utilize the site. Sediment deposited at the disposal site has not been found to affect areas outside the disposal site. The Environmental Protection Agency has designated the Massachusetts Bay Disposal Site usable for disposal of dredged sediments. ESSENTIAL FISH HABITAT The Magnuson-Stevens Fishery Conservation and Management Act, as amended by the Sustainable Fisheries Act of 1996 (Public Law 104-267), requires all federal agencies to consult with the National Marine Fisheries Service on all actions, or proposed actions,permitted, funded, or undertaken by the agency, that may adversely affect Essential Fish Habitat (EFH). The dredging portion of this project will adversely impact approximately 47, 250 SF of Essential Fish Habitat (EFH) for American plaice (eggs, larvae,juveniles, adults), Atlantic butterfish (eggs, larvae), Atlantic cod (eggs, larvae,juveniles, adults),Atlantic halibut(eggs, larvae,juveniles, adults), Atlantic mackerel (eggs, larvae,juveniles, adults), Atlantic sea herring (larvae,juveniles, adults), bluefish(juveniles, adults), haddock (eggs, larvae), Ocean pout(juveniles, adults), Pollock(eggs, larvae,juveniles), red hake (larvae,juveniles, adults), White Hake(eggs, larvae,juveniles, adults), whiting(eggs, larvae,juveniles, adults), winter flounder (eggs, larvae,juveniles, adults), windowpane flounder(eggs, larvae,juveniles, adults), and yellowtail flounder (eggs, larvae,juveniles, adults). Habitat at this site can be described as subtidal silt and sand and 300 sq. ft. of intertidal silt and sand. Loss of this habitat may adversely affect winter flounder. The District Engineer has made a preliminary determination that site-specific impacts will not be substantial. However, an expanded EFH assessment has been submitted to the National Marine Fisheries Service, who in turn will provide conservation recommendations to the Corps. The Corps will coordinate with the applicant regarding implementation of these recommendations. The EFH consultation will be concluded prior to the final decision. As indicated, the dredged material.disposal is proposed for the MBDS. This is an open water ocean disposal site, which provides Essential Fish Habitat for the same species listed above, with water depths ranging from 269 to 302 feet(82-92 meters) that is utilized now and has been utilized in the past for disposal of dredged material under approved disposal site conditions. The site is monitored under our Disposal Area Monitoring System(DAMOS). However, since this is an approved ocean disposal site, the District Engineer has made a preliminary determination that the site-specific adverse effect will not be substantial. Further consultation with the National Marine Fisheries Service regarding EFH conservation recommendations is being conducted and will be concluded prior to the final decision. NATIONAL HISTORIC PRESERVATION ACT Based on his initial review,the District Engineer has determined that the proposed work may impact properties listed in, or eligible for listing in,the National Register of Historic Places. Additional review and consultation to fulfil requirements under Section 106 of the National Historic Preservation Act of 1966 (NHPA), as amended, will be ongoing as part of the permit review process. During the review of an earlier City of Salem 3 r CENAE-R FILE NO. NAE-2005-1095 project at this site, under the same file number, a portion of the harbor bottom within the area that is part of this proposed marina basin was determined to be an area potentially eligible for listing in the National Register of Historic Places (NRHP). This specific site was protected through Special Conditions on the earlier permit and through an MOA that was entered into under the authority of the NHPA with the City, the Massachusetts Board of Underwater Archaeological Resources, the Massachusetts Historic Commission, the Wampanoag Tribe of Aquinnah, and the Corps of Engineers to protect the area. The City is proposing to continue the protective permit conditions that were placed on this sub-tidal area through the earlier permit action. ENDANGERED SPECIES CONSULTATION The New England District, Army Corps of Engineers has reviewed the list of species protected under the Endangered Species Act of 1973, as amended, which might occur at the project site or at the dredged material disposal site. It is our preliminary determination that the proposed activity for which authorization is being sought is designed, situated or will be operated/used in such a manner that it is not likely to adversely affect any Federally listed endangered or threatened species or their designated critical habitat. By this Public Notice, we are requesting that the appropriate Federal Agency concur with our determination. COASTAL ZONE MANAGEMENT The States of Connecticut, Maine, Massachusetts,New Hampshire and Rhode Island have approved Coastal Zone Management Programs. Where applicable, the applicant states that any proposed activity will comply with and will be conducted in a manner that is consistent with the approved Coastal Zone Management Program. By this Public Notice, we are requesting the State concurrence or objection to the applicant's consistency statement. The following authorizations have been applied for, or have been, or will be obtained: (X) Permit, License or Assent from State. (X) Permit from Local Wetland Agency or Conservation Commission. ( ) Water Quality Certification in accordance with Section 401 of the Clean Water Act. In order to properly evaluate the proposal, we are seeking public comment. Anyone wishing to comment is encouraged to do so. Comments should be submitted in writing by the above date. If you have any questions, please contact Mr. Brian Valiton at(978) 318-8166, (800) 343-4789 or(800) 362-4367, if calling from within Massachusetts. Any person may request, in writing, within the comment period specified in this notice; that a public hearing be held to consider the application. Requests for a public hearing shall specifically state the reasons for holding a public hearing. The Corps holds public hearings for the purpose of obtaining public comments when that is the best means for understanding a wide variety of concerns from a diverse segment of the public. The initial determinations made herein will be reviewed in light of facts submitted in response to this notice. All comments will be considered a matter of public record. Copies of letters of objection will be forwarded to the applicant who will normally be requested to contact objectors directly in an effort to reach an understanding. THIS NOTICE IS NOT AN AUTHORIZATION TO DO ANY WORK. 4 CENAE-R FILE NO. NAE-2005-1095 Karen K. Adams Chief, Permits and Enforcement Branch Regulatory Division If you would prefer not to continue receiving Public Notices by email,please contact Ms. Tina Chaisson at (978) 318-8058 or e-mail her at bettina.m.chaisson�usace.armv.mil. You may also check here ( ) and return this portion of the Public Notice to: Bettina Chaisson, Regulatory Division, U.S. Army Corps of Engineers, 696 Virginia Road, Concord,MA 01742-2751. NAME: ADDRESS: PHONE: 5 Nau le 0 V ,. � - � '�, •• ,. Sub o ff' k �• �. werplaa Silei °� Rock"" o ;'14". rrarrf0 �` CJS CSaI m Terminaarf ls� rl ire e121 LL aby °,r�'V � ,f 6 ,r 4' �' whild r � o - �' PROJECTi / h L©rte Point. LOCUS on c:r finerx. ate ' Palmer, 0 1000 Lo 0 SCALE: 1 "=1000,-O" M PURPOSE: TITLE: APPLICATION BY: MARINA LOCUS CITY OF rn INSTALLATION PIAN SALEM 100 YR FLOOD +16.2 IN: SALEM X HTL +11.0 __� MHW +8.9 � �mnsPc AT: SALEM HARBOR ai NGVD +4.2 ""�"'�j COUNTY: ESSEX STATE:MA MLW 0.0 SHEET 1 OF 4 DATE: 06/16/14 _ _- - �'- FOOTPRINT POWEREAL ESTATE LP - TOE OF RIPRAP SALEM HARBOR �� t cap i +- / SALEM c Til STRUCTURES & DREDGING PREVIOUSLY PERMITTED \\ — — UNDER NAE-2005-1095 ® _ c 00 00 ID o 00 00 00 00 w u w uu u u uu u o ou oq 00 0o 0o 00 0o 0, a TIM 1w0 '` •al�I MHW _- �0. r ZONE AE /' — TI —^'— —wwo(E . B I TOE OF�2PRAP ...u.... ..COASTAL BANK 0 EAN ..( ) I y 1 I / COASTAL BEACH ' SALEM HARBOR ZONE VE (EL 12) II SENSITIVE RESOURCE AREA 41 HAWiHORNE COVE MARINA JuLm (BHCM INC) - a_ c ry 0 70 cc ` SCALE: 1"=70'—O" 100 YR FLOOD +16.2 NGVD +4.2 TITLE:HTLEXISTING IN: SALEM MHW ++8.9 MLW 0.0 CONDITIONS AT'SALEM HARBOR COUNTY:ESSE)( STATE: MA a BueasG> [Abpbwrft pC PURPOSE: APPLICATION BY: SHEET 2 OF 4 ���,,, MARINA INSTALLATION CrrY OF SALEM DATE:06/16/14 -- FOOTPRINT POWER L ESTATE LP TOE OF RIPRAP SALEM HARBOR RFA -� PROPOSED 60'X4' CLEAR GANGWAY PROPOSED 25'X8' FLOAT-- -- DREDGE TO -3 W/ 1' OVERDREDGE \ I i po 00 00 00 00 oagoogo0q00q00q00q00qo0qooqooq00qooQooQoo 00 00 00 0 0o ao 0a 00 00 00 00 0o 0o a"— 0 0 0 00 0 00000 / PROPOSED 40'X10' FLOATS HIL . 33,1 =„? U / N 3015899.04 26'- jall B o " TOE OF RIPRAP E 822889.61cf a aaoo0aoo 0000a c PROPOSED 40'X4' FLOATS o o O O * 30 X30 FLOATS 326 t v O 182'± 33 _#OSCff• 'FL- SALEM HARBOR 128 , 3 30 USACE BUFFER �� "SENs T1VE RES013RCE c, I MOORING PILE (TYP.) : - �` - 4i.. BB AS REQUIRED 7152 Ckf 97 ± - PROPOSED DREDGE AREA TO 9 r J a� - PLUS 1 OVERDREDGE (47,250 SF) FLO D ® A N GENCE /� 5- \\ N 3015831.14 TOE OF DREDGE SLOPEy E 822820.00 n TOP OF DREDGE SLOPE 13' PROPOSED 40'X6' FLOATS ± 1 �\ E HAWTHORNE COVE MARINA ( TOTAL FLOAT AREA = 6165 SQ FT. (BHCM INC) i TOTAL PILES = 29 DREDGE VOLUME c EL. -9 DREDGE 11,740 CY i EL. -10 OVERDREDGE 1,825 CY 0 70 _ TOTAL 13,565 CY SCALE: 1"=70'-O" 100 YR FLOOD +16.2 NGVD +4.2 TITLE: PROPOSED IN: SALEM MHW +8.9 HTL +11.0MLW 0.0 MARINA LAYOUT AT:SALEM HARBOR sae e PURPOSE: APPLICATION BY; SHEET OF STATE: MA Q�sr � SHEET 3 OF ¢ MARINA INSTALLATION CITY 01 SALEM DATE:W25/14 14 LL C' 10' WIDE 5' (1.5) BUFFER 14"0 STEEL PIPE PILE 26 WALKWAY PER DEPTH REQUIRED RESTRICTION EL. +20.0 30' SQUARE FLOAT ABOVE RESOURCE AREA C a: ISTING MUDLINE SENSITIVE RESOURCE AREA MLW EL 0.0 - a _ __-111.NL n n n _ �- __ I�20'-0"----- � L USACE REQUIRED BUFFER 30'-0"-- , PROPOSED DREDGE DEPTH -9 ZONE FORRAE (W/ 1' OVERDREDGE) RESOURCECE AREA AREA fil n PROPOSED SECTION ® RESOURCE AREA � A '*--4 SCALE PROPOSED GANGWAY MHW EL +8.9 BACK OF SHEETPILE WALL a TOP EL +4.0 EL VARIES =1____ _ _ _ _ __ _ EL +2.0 PROPOSED SHEET PILE WALL - APPROX 60' ..... --------------- ....... - MLW EL 0.0 Q. EL. -3.0 1 DUSTING MUDUNE `///// /��j�//\�j� EL VARIES TIP EL TO BELr CONFIRMED n PROPOSED SECTION 0 20 4 SCALE: 1/8-=V-0" SCALE: 1"-20'-0" 100 YR FLOOD +16.2 NGVD +4.2 TITLE: PROPOSED IN: SALEM M w+ a s rnLw 0 .o MARINA SECTION AT:SALEM HARBOR PURPOSE: APPLICATION BY: SHEET OF STATE: MA rte+= pc PURPOSE: 4 OF 4 " " MARINAINSTALLATION CITY OF SALEM ,��-- m n•u�••• DATE:08/2L5/14 T Bourne Consulting Engineering K/ F- fi a- /kin,JAM OR038 Phone (508) 533-6868 Per (508) 593-0600 email: bce®6ournece.com Tom Devine DATE: May 1,2014 City of Salem Department of Planning & TO: Community Development BCE# 32906 120 Washington St., 3rd Floor Salem, MA 01970 RE: City of Salem-Marine Terminal Modification FROM: Seth Lattrell SUBJ.: NOI Application WE ARE SENDING YOU: ® Attached_ ❑ Under separate cover thefollowing. ❑ Reports ❑ Elec.Media ❑ Plans ❑ Specifications ❑ ❑ Contract Doc. ❑ Shop Drawings ❑ Change Order ❑ COPIES DATE NO. DESCRIPTI 1 Owner signature pag nd revised nar ative THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit_copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return _corrected prints ❑ For review and comment ❑ Ft,j;cM— .+a REMARKS: COPY TO: SIGNED: Seth Lattrell Massachusetts Department of Environmental Protection Provided by MassDEP: 'i.-�-- Bureau of Resource Protection -Wetlands MassDEP File Number WPA Forme 3 — Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number Cityrrown E. Fees 1. ® Fee Exempt: No filing fee shall be assessed for projects of any city,town,county, or district of the Commonwealth,federally recognized Indian tribe housing authority, municipal housing authority,or the Massachusetts Bay Transportation Authority. Applicants must submit the following information(in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: Municipal Exemption 2.Municipal Check Number 3.Check date 4.Stale Check Number 5.Check date 6.Payor name on check:First Name 7.Payor name on check:Last Name F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I 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). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or 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. 1.Sig 6i of pli nt _ 2.Date 3.Signature of Owner(if different) 4.Date 5.Signature of Representative(if any) 6.Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents,two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment,to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office(see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the"yes" box in any part of Section C, Item 3,above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. wpaform3.doc•rev.1/3/2013 Page 8 of 8 Bourne Consulting Engineering Salem Port Expansion Marine Terminal Modifications PROJECT NARRATIVE City of Salem April 2014 I. Introduction The City of Salem, MA is seeking the necessary permits to improve the existing marine wharf located at 24 Fort Avenue in Salem, to allow the City to berth mid-sized cruise ships at the marine terminal, and to create an ADA compliant pedestrian access-way between the marine terminal and the adjacent Salem Wharf Project site at 10 Blaney Street(the"proposed improvements"). The marine terminal is located on a portion of a 64 +/- acre property owned by Footprint Power Salem Harbor Real Estate LP (the "Footprint Property"). The proposed improvements would be an extension of the Salem Port Expansion Project, which was submitted and approved under the following permits/licenses: MEPA-Certificate 414234 MA DEP-Chapter 91 License#12422 USACE-Permit#NAE-2005-01095 Salem Conservation Commission-Order of Conditions MA DEP File#64482 Consistent with the City of Salem Harbor Plan of 2008 for properties including the Footprint Property,the City desires to incorporate cruise ship berthing within its overall plan for the expansion of the Port of Salem. The marine terminal facility is a major opportunity to achieve this goal. The proposed improvements will offer an opportunity for the City of Salem to utilize existing Footprint facilities and infrastructure on Salem Harbor to provide greater economic and tourism opportunities for the City. The proposed improvements include the following work: • Modifications of the fender systems along the existing four dolphins suitable for cruise ship berthing • The creation of three pier decks covering areas totaling 6,900 ft' of deck area between the existing pier and shoreline seawall for passenger access and as a foundation for ADA/MAAB compliant ramping systems from vessel to pier. • Construction of a walkway (minimum 8 ft. wide) between the ship berth and the Salem Wharf site along the existing shoreline, including re-grading of areas for a new bituminous paved walkway along the edge of the existing coal pile run-off pond. • The installation of a small culvert and associated work at the crossing of an existing swale, located at Blaney St. • The installation of a crossing over the existing coal pile nun-off pond emergency spillway, an NPDES discharge point. • The installation of a new 6 foot high fence(with screening)along the inshore side of the proposed pedestrian way,including support posts installed a maximum 4 foot into grade. • The relocation of 70 feet of the outshore security fence to maintain the required walkway width. • The installation of approximately 370 feet of temporary fencing that will be used only during BOURNE CONSULTING ENGINEERING PAGE 1 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 times of cruise ship operations. • The replacement of all trees in the area that would need to be removed to support the above construction. As described in separate filings for the Salem Harbor Station Redevelopment Project (EEA#14937), Footprint is proposing to build a new state-of-the-art natural gas-fired electrical generation facility on a 20+/- acre portion of the Footprint Property. While the next several years will see a large amount of marine traffic to support demolition and construction of the proposed power facility, once construction has been completed, the proposed improvements are expected to enhance the use of the marine facility and the land immediately upland from this area. The proposed upland site improvements are intended to be provisional, in an effort to accommodate cruise ship berthing in the 2014 season and beyond. As such, the improvements proposed are purposely limited and will be conducted in a manner that would not restrict Footprint's redevelopment of the overall Footprint Property. Despite the impermanence of the physical elements of the upland site work, the use of the site for cruise ship access is anticipated to be permanent. Cruise ship access is viewed as an integral component of the long-term agreement that will be established between Footprint and the City. It. Existing Conditions A. Site Selection The Footprint Property is located within the Salem Harbor Designated Port Area (DPA), one of only 11 such areas located in the Commonwealth of Massachusetts. Legislation governing development within DPAs aims to protect existing port infrastructure and preserves the site for water-dependent industrial usage. The Footprint Property includes an existing ship berth for unloading coal and fuel oil to the existing power generation facility. The berth features a pile-supported timber pier with concrete mooring dolphins supported by steel piles. Inshore of the pier is a paved landing/access-way that separates the pier from the coal stockpiles. Moving west towards the Salem Wharf site,the pavement transitions to a gravel path with impermeable lining below the surface. The gravel path separates the existing coal pile run-off pond from the shoreline and extends west along the top of the existing revetment to the Salem Wharf site. The revetment consists of miscellaneous sized stone. The upper limit of the revetment has eroded and is now exposing portions of this shoreline to further damage. This strategic location of the proposed improvements allows the City to capitalize on the Footprint berths deep draft and proximity to the federal channel to achieve the development of marine industrial uses at the Property that cannot be accomplished elsewhere in the City of Salem. The proposed improvements comply with state policy and regulations governing DPAs. BOURNE CONSULTING ENGINEERING PAGE 2 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 B. Designated Port Area Consistency DPAs were established to preserve existing port infrastructure for industrial water-dependent usage and to support the State's maritime economy. The program seeks to minimize coastal environmental impacts throughout the Commonwealth by prioritizing the utilization of natural deepwater ports and existing infrastructure over the expansion of new facilities within undeveloped areas. The proposed work is consistent with DPA legislation as it utilizes existing infrastructure in service of a water-dependent marine transportation use. Due to the presence of industrial activity, dredging, and coastal structures, DPAs face unique environmental concerns. As such, the governing coastal regulations under Chapter 91 and the Wetlands Protection Act(WPA)specifically address projects within DPAs: Under 310 CMR 10.26 (1-4), the WPA addresses DPAs in relation to impacts to land under the ocean (LUO). Projects are to be designed and constructed using best practical measures to minimize impacts to water circulation, water quality, storm damage prevention and flood control. The proposed work is in full compliance with the aforementioned regulations as there will be no direct impact to LUC. Chapter 91 regulations pertaining to DPAs are designed to accommodate DPA policies as stated under 301 CMR 25.00, which allows the prioritization of marine industrial use over public access. The proposed improvements are consistent with the regulations and will have no adverse impact on waterfront accessibility.These specifically include: • Proposed use is water dependant • Use is consistent to maintain existing deep water ports for promotion of water-borne commerce and activities relying on marine transportation • Allows for the continued use of the existing marine dependant infrastructure • To the extent possible public accessibility is maintained along the shoreline but is restricted where critical to the industrial use and ongoing site improvements Municipal Harbor Plan- Chapter 91 also enforces consistency with Municipal Harbor Plans. The 2008 revisions to the Salem Harbor Plan include the Salem Port Expansion Project as a key component of the regeneration of the Salem Harbor Area. The Harbor Plan specifically states that the City should "provide berthing and other support services to accommodate cruise ships and other commercial passenger vessels" (pg. 57)1. The proposed improvements support attainment of this goal. Although the size of cruise ships was not specified in the 2008 Harbor Plan, beyond suggesting small to mid-sized ships, page 67 of the 2000 Harbor Plan recommends new waterside uses including 200-800ft Cruise Ships. The ENF on the Salem Port Expansion defined medium ships as up to 800 feet. I Salem Harbor Plan. Rep.City of Salem: Fort Point Associates,2008. Print. 2 Salem Harbor Plan. Rep.City of Salem: The Cecil Group,2000. Print. BOURNE CONSULTING ENGINEERING PAGE 3 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATI VE APRIL 2014 C. Natural and Protected Resources Wetland Resource Areas protected under the Act within or immediately proximate to the project area include Land Under the Ocean,Coastal Beach,Coastal Bank,and Land Subject to Coastal Storm Flowage ("LSCSF"). In particular, the boundary delineations for Coastal Beach and Coastal Bank are important and are shown on the enclosed plans: Land Under the Ocean is defined at 310 CMR 10.25(2)as meaning land extending from the mean low water line seaward to the boundary of the municipality's jurisdiction and includes land under estuaries. While work is proposed over this resource area for construction of deck area, no work below water is proposed. Coastal Beach is defined at 310 CMR 10.27(2) , in part, to extend from the mean low water line landward to the dune line, coastal bank line or the seaward edge of existing man-made structures, when these structures replace one of the above lines, whichever is closest to the ocean. For this site, a small area of coastal beach exists along the south edge extends landward to the seaward edge of the riprap. No work is proposed in this area. Coastal Bank is defined at 310 CMR 10.30(2) as the seaward face or side of any elevated landform, other than a coastal dune, which lies at the landward edge of a coastal beach, land subject to tidal action, or other wetland. The `top of coastal bank' is further clarified by policy (DW W Policy 92-1) with respect to inundation by the 100-year flood and slope criteria. For the entire stretch of shoreline, the top of bank is located where the slope becomes <4:1. The coastal bank consists of installed revetment stone and the only work in this area consists of reconstruction of the stone above the High Tide Line. Land Subject to Coastal Storm Flowage is defined at 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". On this project the 100 year flood elevation is+16.0 MLW. The resource areas have been delineated on the plans shown in Appendix E. FEMA has mapped the floodplain along the shoreline of the site as containing AE and VE zones with a 100-year flood elevation of 16 ft.MLW(map number 25009CO419F,July 3,2012). There are no other flood zones mapped within the project area. Based on this information, the City of Salem will be responsible for acquiring the following regulatory approvals for the proposed modifications of the Salem Port Expansion Project prior to the start of construction: MEPA—Secretary's Certificate (issued April 4,2014) USACE—Section 10 and 404—Category 2 Approval(Presumed) DEP-Chapter 91 Amended Waterways License Salem Conservation Commission—Order of Conditions The City of Salem is committed to coordinating these filings with Footprint to ensure consistency in approach as these multi-faceted projects move ahead. BOURNE CONSULTING ENGINEERING PAGE 4 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 III.Proposed Conditions A. Proposed Project Elements The proposed improvements will involve performing the following: • The installation of a small culvert and associated work at the crossing of an existing Swale, located at Blaney St. • Installing an approximately 500 foot long, 8 foot wide, bituminous pavement walkway that extends from northeast of the terminal building,between Footprint Power's coal pile run-off pond and the shoreline,to the existing paved surface adjacent to the timber pier. • Screened fencing will be put in place along the walkway to provide a secure separation from the Footprint facilities. • Stabilization of the shoreline along the walkway and improve the aesthetics of the waterfront. Up to 100 linear feet of reconstructions will be made along the top of a 175-foot section of the existing revetment. Repairs along the revetment will involve resetting stones at the top of the bank above the high tide line. All work will be done within the footprint of the existing revetment. • Installation of new fender units at the four existing fender dolphins suitable for cruise ship berthing. • Pier improvements including extension of the deck area between the existing pier and the existing seawall(6,900 ft')utilizing the existing foundation support elements. • ADA/MAAB compliant ramping system from vessel to pier. • The installation of approximately 370 feet of temporary fencing that will be used only during times of cruise ship operations. No pile driving is proposed nor is any filling of resource areas or dredging included within the request work elements. B. Stormwater In accordance with the MassDEP Stormwater Management Regulations, the proposed work is subject to the performance standards set forth for new development due to the increased impervious area identified. However, since the project includes a pedestrian walkway/footpath and a site consistent with a marina type use, it is subject to the Stormwater Management Standards only to the maximum extent practicable. Per Volume 1, Chapter 1, Page 2 of the Standard within the Massachusetts Stormwater Handbook: The Stormwater Management Standards shall apply to the maximum extent practicable to the following. (5) Marinas and boat yards,provided that the hull maintenance,painting and service areas are protected from exposure to rain, snow, snow melt, and stormwater runoff; and (6) Footpaths, bike paths and other paths for pedestrian and/or nonmotorized vehicle access. The existing pathway is constructed of gravel with an impermeable liner underneath that extends into the coal pile run-off pond. The existing slope of the liner outside of the coal pile run-off pond bank directs any surface water outshore to the harbor with no treatment. The proposed walkway will shift the drainage pattern along the shoreline, directing water into the coal pile run-off pond rather than the harbor. The functionality of the overflow swale at the southern bank of the coal pile run-off pond will not be altered by the proposed work. An aluminum ramp will be used to span the Swale and maintain ADA accessibility. BOURNE CONSULTING ENGINEERING PAGE 5 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 The proposed 6" culvert on the southeastern corner is designed to span an existing gravel/stone filled Swale. The culvert is proposed as a redundancy in the event that the Swale silts-in to avoid washout of the walkway. The existing Swale crossing is located above the coastal bank on land subject to coastal storm flowage,and as such,no mitigation is anticipated. The proposed 11,000 sf increase to impervious area includes the paving along the walkway and the total area of access decking spanning between the pier and the seawall. However,this area is broken down into three specific areas which include: • Approximately 3,180 sf of new impervious area has been included but is associated over the rubber pond liner, which is also impervious. • Approximately 6,900 sf of new impervious area has been included that is associated with the increased deck area located over the watersheet. • Approximately 920 sf of new impervious area has been included for other upland area that is currently gravel. Due to the project being a pedestrian walkway/footpath and a site consistent with a marina use,the project is subject to the Stormwater Management Standards only to the maximum extent practicable. Due to site constraints associated with limited area, as well as the status of site redevelopment, providing structural/infiltration BMP's are not practical or feasible alternatives. In general, structural BMPs, such as catch basins, oil/grit separators, and proprietary separators, would. not be feasible for this project due to physical constraints associated with these structures due to its size and depth of installation, when considering the lack of available area on the project site to install such structures while also maintaining suitable separation to provide gravity flow when considering tidal influences at the site. Infiltration BMPs would not be feasible or practicable with respect to maintaining adequate groundwater separation. In addition,infiltration BMPs would provide limited recharge benefits, given its close proximity to the ocean body, and that the groundwater in the area would have a high salinity content, which would not be suitable for water supply. Lastly, the Stormwater Management Regulations generally prohibits the use of low impact infiltration BMPs (i.e., porous pavement, rain gardens) in areas that discharge to a critical area(shellfish growing area). In order to minimize direct run-off of stormwater into Salem Harbor, Best Management Practices (BMP's) will be implemented along the area of proposed work. The BMP's proposed for this project are designed to mimic the natural hydrology of the site,including: • To the maximum extent possible, the construction will provide a 2% slope inshore to direct excess surface water into the adjacent coal pile run-off pond for further treatment prior to release into the harbor. The directing of runoff towards the run off pond will promote TSS removal. • Pier decking will slope inshore to utilize existing stormwater treatment systems. • Operation and maintenance plan • Stormwater pollution prevention plan • Sedimentation and erosion control plan Additionally, the project area is subject to a TMDL for fecal coliform. However, due to the inability to provide a dedicated structural stormwater management system, installation of a disinfection BMP,such as ultraviolet disinfection, ozone, or chlorine to mitigate fecal coliform, is not practicable given inability to install such a system and the temporary nature of the proposed construction. The walkway and pier span will service only pedestrians,will not be subject to vehicle traffic, and not be BOURNE CONSULTING ENGINEERING PAGE 6 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION—MARINE TERMINAL MODIFICATIONS PROJECTNARRATIVE APRIL 2014 subject to winter season sanding; therefore, the TSS concentrations should be negligible. In addition, a pedestrian walkway/footpath is not considered to be a use with a higher potential pollutant load. For further information, please see attached Stormwater Report in Appendix C. IV. Impacts A. Resource Area Impacts The following values represent impacts resulting from the proposed improvements and do not include impacts from the previously permitted work for the Salem Port Expansion Project or separate work conducted as part of the Salem Harbor Station Redevelopment Project: Liucar iSquare Feet Feet' esu LSCSF Impact(Elev. 16) 4,000 Coastal Bank Impact 100 Coastal Beach Impact 0 Land Under Ocean(Direct) 0 Land Under Ocean (Shading) 3,800 Fill Below HTL 0 Impervious Area-Total 11,000 -Area over Lined Dike 3,180 -Area over Water 6,900 -Upland Area 920 The limit of coastal beach extends from MLW to the outshore edge of the Coastal Bank. Given that the coastal bank is delineated based on the toe of the existing revetment(man-made structure), the proposed improvements are not anticipated to have any direct impact to Coastal Beach or Land Under Ocean. Indirect impacts from shading caused by the passenger access ramp are not anticipated to have a significant adverse impact on surrounding resources, as there is no sub aquatic vegetation and no mapped shellfish on the Footprint site. Impacts to Land Subject to Coastal Storm Flowage include the area of paving along the walkway. It should be reiterated that none of these impacts are considered "new". The entire site is an area of historic fill. The proposed work is isolated to 1.4 acres of the over 64 acre +/- Footprint Property. The proposed revetment work and the repairs to the existing pier are limited to the existing footprints of the respective structures. All work is proposed above the high tide line. The proposed bituminous pathway will be constructed on top of existing gravel fill, which is on top of an impermeable liner along the coal pile run-off pond. The pier will utilize the existing support work to maintain no additional impacts to the surrounding resources. A review of information available on Mass GIS shows the following: • The southern portion of the project area is mapped habitat for European Oyster and Blue Mussel (south of Footprint site) — although no live specimens were identified during the shellfish survey performed for the Salem Wharf Project • The area is closed to shellfish growing BOURNE CONSULTING ENGINEERING PAGE 7 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 • The area is not designated as Estimated or Priority Habitat of Rare Wildlife • No eelgrass is mapped in the vicinity and no adverse impacts are anticipated • Project is outside any Outstanding Resource Waters • The project is outside of the South Essex Ocean Sanctuary Given that no work is to be performed below the high tide line,the proposed improvements will not have an adverse impact on adjacent waterway resources. Impacts to shellfish have been minimized by limiting revetment work to the western half of the project area and maintaining that all shoreline work is performed inshore of shellfish habitat. Upland alterations will have no lasting environmental impact as the site already serves an industrial use and is highly developed. The proposed work will not adversely affect the stability of the coastal bank, specific habitat sites,or storm damage prevention/flood control.As such, the work is in full compliance with the coastal bank performance standards under 310 CMR 10.30 (6)-(8). Greenhouse gas impacts associated with the proposed work are anticipated to be de minimis and will have no impact on ambient air quality. Construction related impacts will be minimized through contractual obligation to minimize idling time of machinery, and selection of contractors with emission control devices on off-road vehicles or equipment that meets Tier 3 or 4 emissions standards for non-road construction equipment. B. Construction Period Impacts Construction period impacts are anticipated to be limited as a majority of the work will be performed from the waterside and thus will have no impact on traffic or parking. It is anticipated that any large shoreside equipment will access the site via Webb Street and stage south of the coal pile inshore of the pier, however this is largely dependent on the status of operations with Footprint. Smaller construction equipment, support trucks and materials could use the Blaney Street access. Priority of berth usage will always be given to Footprint. Likewise, any upland activity and staging on the Footprint site will require prior approval and coordination with Footprint to avoid any disruption of their normal operations. Work will be performed during normal working hours, and coordinated with Footprint to avoid impacts to existing marine operations and Footprint construction. Noise impacts will be limited as there is no proposed work such as pile driving or blasting that produces more noise than typical daily operations at the facility. The proposed work will have no impact on the Salem Ferry as waterside work will be limited to the pier and will not obstruct the channel. All shoreline revetment work will be performed by a small excavator from the top of the bank. No impact is anticipated to pedestrian, bicycle, or vehicle transit throughout the neighborhood during construction as vehicle trips will be limited and pedestrian access is prohibited within the Footprint site.Construction is anticipated to last approximately 4-6 months. 1. Recycling/Emissions Minimization The City of Salem remains dedicated to environmental responsibility and sustainability efforts. As such,the City will make all practicable efforts to hire contractors that have installed emission control devices on off-road vehicles, or use construction equipment which meet Tier 3 or Tier 4 emissions standards for non-road construction equipment. During construction, all demolition related debris including steel, asphalt, and concrete jersey barriers will be reused or recycled. Likewise where practicable, the City will implement the use of recycled materials in pavement for the pedestrian walkway. BOURNE CONSULTING ENGINEERING PAGE 8 OF 21 BCE#32906 QTY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 2. Massachusetts Contingency Plan Consistency The site is subject to the Massachusetts Contingency Plan (MCP), which designates specific Activity and Use Limitations (AUL) for the site. The proposed work is limited to surface paving with minimal grade changes. As such, the project will maintain full compliance with the MCP and AUL. All proposed work will be subject to review and approval by the Licensed Site Professional for the Footprint Site. 3. Erosion and Sedimentation Control Turbidity impacts associated with erosion and sedimentation are anticipated to be minimal as limited soil disturbance is proposed. Work will be performed in phases starting with the stabilization of the shoreline and establishment of a sedimentation barrier along the top of the bank to contain any potential upland disturbances. Similarly, the pier span infill will be constructed out of pre-cast panels to avoid impacts of pouring concrete over water. In addition, the following structural and non-structural stabilization measures will be utilized to minimize onsite erosion and prevent sedimentation of adjacent resource areas during construction: a. Non-Structural Measures 1. To the maximum extent feasible, existing onsite vegetation will be retained and protected.Any trees removed will be replaced with similar species. 2. All disturbed areas are to be re-vegetated or temporarily stabilized immediately upon completion of grading. 3. All finish grades with slopes of 3 to 1 (horizontal to vertical) and steeper will be compacted,and stabilized with stone. 4. Weekly inspections will include all of the sediment control measures as well as a review of spill containment and prevention measures. 5. No construction activities will occur past the limit of work delineated by the down gradient erosion control/sedimentation barrier. b. Structural Measures 1. A sedimentation barrier will be installed as needed around the perimeter of the site and around any earth stockpiles located along the site boundaries to control overland flow of site-generated stormwater runoff. This barrier will be installed prior to the start of any other project-related earthwork. 2. A debris boom will be installed and maintained to surround work on the pier. 3. Silt fence will be staked in place with the bottom secured to the ground. 4. An adequate supply of siltation controls will be onsite for emergency use. 5. Stormwater runoff will be diverted from flowing over disturbed areas. 6. Construction access drives, when utilized, will feature crushed stone entrances to minimize mud from being tracked onto the adjacent roadways. 7. Construction site waste materials will be properly contained onsite and disposed of at an offsite location in accordance with local and state regulations. 8. No fuels, lubricants or hydraulic fluids will be stored onsite. No equipment maintenance is to be completed onsite.Refuel will be restricted to existing paved areas. BOURNE CONSULTING ENGINEERING PAGE 9 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 V. Passenger Handling 1. Footprint Agreement Footprint and the City have established a short-term agreement, included in Appendix D, which provides the City of Salem the ability to use the berth and associated upland areas for cruise ship access. While the use of upland areas for bus staging is not stipulated within the short-term agreement, Footprint has indicated that they are agreeable provided the project does not impact current site work including demolition, site remediation and construction of improvements including the associated use of the pier to support these construction activities. 2. Operations and Passenger Handling The Footprint berth could receive up to 12 visits a year from medium cruise ships, however they are more likely to see 4-8 medium ships, with a maximum length of approximately 800ft. In general, most cruise ships visiting Salem will be under 500 passengers. While the berth at Footprint can support cruise ship vessels carrying a higher capacity, the site would be limited to cruise ships carrying 1,500 passengers (with approximately 750 crew). It is not anticipated that many ships of this size would be visiting during the course of a year. There would also be plenty of advance notice of any cruise ship docking in Salem, as these Port-of-Call dates would be scheduled about a year in advance. As a Port-of-Call site, the cruise ships would only stop for the day (arrive early and leave the same day) and usually would occur during the middle of the week. It should also be noted that typically, approximately 50 percent or greater of the passengers utilize buses (Boston is about 55%). This would be estimated to be about 10-12 buses or about 40-48 vehicle trips on the day of the vessel visit. The procedures for the scheduling, coordination and implementation of the activities to occur within the Footprint site would be as follows: 1. City submits to Footprint a request to allow cruise ship landing at the Footprint berth for a specific date(based on vessel being too large to land at Salem Wharf facility). 2. Footprint reviews request in association with current Footprint site activities to approve or deny use of Footprint berth. 3. If approved,City makes commitment to cruise line and maintains monthly contact with Footprint as to the site conditions and the procedures for site access,bus route through site, final bus parking and segregation from construction site,temporary fencing limits, security controls required and conformance to site security,Facility Security Plan and MCP plan. 4. Based on site conditions,Footprint would establish the following: a. Identification of access gate for buses and procedures for access required i. Determination of access/egress requirements including police detail to be consistent with current Footprint site requirements b. Identification of bus route through the site based on i. Use of existing construction access roadways ii.Sepa ration from ongoing Footprint construction activities for public safety iii. Identified bus staging area in immediate area of vessel with fenced separation c. Confirmation of limits for all passengers including: i. Temporary fencing limits including bus parking area BOURNE CONSULTING ENGINEERING PAGE 10 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 ii.Area ac cessibility to the public is safe in terms of MCP including to risk of exposure of contaminated soils to passengers and crew. iii. Consistent with Facility Security Plan and Footprint's site security requirements d. Identification of procedures for installation and removal of temporary fencing and other temporary elements required during the cruise ship port-of-call. 5. Use b the Cit of Salem would be based on the following: Y Y g a. Prior approval by Footprint b. A defined traffic route and bus parking area approved by Footprint. c. Access to and from the site would be consistent with current Footprint requirements including use of Police Details if needed. d. No public(pedestrian)access within the Footprint site outside of the approved temporary fenced area. e. Usage would be in conformance with Homeland Security requirements for a USCG approved Facility Security Plan. f. All areas of public access would meet review and approval by licensed LSP and be in conformance with Mass Contingency Plan(MCP) Footprint would have access to the marine facility at any time as may be required for emergencies. In specific regard to passenger handling the following would occur: • Passengers choosing to do a Cruise Ship sponsored shore-side excursion would be directed to buses located in the upland area immediately west of the Footprint pier within a temporary fenced area. Buses would have a capacity of up to about 50 passengers and would be staged within the Footprint property. Buses will enter the Footprint site by way of Webb Street via the extension of Webb Street and/or Fort Avenue. Exiting the site would occur in the same manner with exception of the potential use of India Street. All buses would then travel north on Webb Street. Within the Footprint site, buses will utilize existing internal roadways as developed for construction activities within the Footprint site and as approved by Footprint operations on the day of the vessel arrival. No new roadways or other improvements for the buses are proposed to be constructed. • Passengers seeking to leave the ship but not take a Cruise Ship sponsored shore-side excursion would be directed to the proposed pathway over to the City's Blaney St property where they can walk or utilize the Salem Trolley, Pedi-cabs, walking tours etc. to get downtown. These alternatives and modes of travel are being used by Salem Ferry passengers 3. Vehicle/Pedestrian Traffic Impacts An assessment of existing conditions and evaluation of pedestrian and vehicle traffic impacts of the proposed expansion was performed by Nitsch Engineering in December of 2013, and revised in February 2014 to incorporate additional traffic information provided by Footprint. Results of the traffic study were included in the EIR filing and are available upon request. Results are summarized below: BOURNE CONSULTING ENGINEERING PAGE 11 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 Vehicle Traffic — Study utilized historic data from Salem Port Expansion as well as recent traffic analysis performed by Footprint. Traffic was analyzed for existing conditions based on 2013 and for the build/no build conditions projected for 2018.. The primary intersections potentially impacted by traffic generated would be the following: • DerbyBlaneyBeckett Street • Derby/Webb Street • Essex Street and Webb Street • Webb Street and Bridge Street The no build condition included all traffic associated with the remediation and construction of the Footprint site. The "build condition" represents the addition of traffic associated with the berthing of cruise ships as the Footprint berth. The report concluded that proposed project will not result in significant vehicle delays while a cruise ship is in the berth. Some approaches will be slightly more congested, however changes will be minimal in comparison to no build conditions. No changes in level of service occurs. As stated in the report, the remaining intersections would operate at acceptable levels of service and therefore would not be impacted by the traffic increase. Pedestrian Traffic — Pedestrian travel along the surrounding walkways and sidewalks are anticipated to be congested only during the assumed 2.5 hour period of passenger unloading which is a combination of passenger transfer to buses as well as those seeking to stay locally and traverse through the Salem Wharf site (Blaney Street). However suggestions were provided to alleviate congestion and accommodate pedestrians in the area.Proposed pedestrian traffic mitigation efforts include: Upgrade Pedestrian Crossings and Way Finding — Pavement markings (i.e. crosswalks and bike path markings) will be upgraded along Derby and Essex streets. These are considered the primary pedestrian access routes to downtown areas from the site. As such, wayfinding signs and information will be provided directing passengers along these routes towards downtown Salem, as well as along the existing Salem Heritage Trail, and cross street access connecting Derby and Essex streets. Once passengers near the downtown area, upgrades to existing signage and new signs will direct passengers toward downtown attractions. Wayfinding signs will also be provided from the point of vessel departure and at the Blaney Street terminal to direct passengers to various transportation options. The purpose of these improvements is to disperse pedestrian traffic through alternative routes to reduce congestion, and to ensure safe and easy access from the site to nearby attractions. Police Detail During Port-of-Call — The city will provide a police detail, when necessary, at major crosswalks and at Footprint for bus access and egress. This will minimize both vehicular and pedestrian congestion around the project area and improve pedestrian safety during vessel offloading. Police detail is presumed to only be necessary for larger passenger loads, and may not be required during all vessel visits. BOURNE CONSULTING ENGINEERING PAGE 12 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 The city may consider imposing parking bans near the intersection of Blaney and Derby Street for ships with large occupancy (1500 passengers), however for the majority of ships that will be carrying far fewer passengers, a parking ban is not anticipated to be necessary. Once a long-term plan for Footprint's upland areas is established, and future site development is clear, the city will investigate additional pedestrian accommodations. In summary, the anticipated impacts to traffic while a 1,500 passenger vessel is unloading are considered minimal for vehicles and moderate for pedestrians. Traffic impacts may be further minimized through mitigation efforts including signage, pavement markings, parking restrictions, and police details. These impacts are limited to the times when a ship is loading/unloading. The proposed work will have no impact on traffic outside of these times. Construction will not impact traffic as work requiring large equipment will be staged primarily on the Footprint site or from the waterside by barge. BOURNE CONSULTING ENGINEERING PAGE 13 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECTNARRATIVE APRIL 2014 Appendix A- Site Photos BOURNE CONSULTING ENGINEERING PAGE t4 OF 2t BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 Site Photoeraahs-Existine Conditions City of Salem- Footprint Power Site l; G t , ,..�_ .,.max 01-1-11 I• IN Photo 1-Looking east along detention pond to the location of the proposed walkway t'S 4, a� I? 3:_,354' t rS 3n Photo 2- Area of proposed walkway, also looking east from the southeast corner of the pond BOURNE CONSULTING ENGINEERING PAGE 1$OF 21 BCE#329116 CITY OF SALEM SALEM PORT EXPANSION—MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 u 1� tj F, f Y e� �P t.A.'clt Photo 3-Looking southeast from western limits of the project along existing revetment Q :. Tr 55 lr 3 Photo 4-Looking east from Salem Wharf Pier across the existing revetment BOURNE CONSULTING ENGINEERING PAGE 16 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION—MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 I z Ar Photo 5- Looking northeast along the gap to be spanned with precast concrete or timber decking using existing supports x+ is �33'gE 6. Photo 6-Looking northeast along the existing concrete dolphin and timber pier I BOURNE CONSULTING ENGINEERING PAGE 17 OF 21 BCE#32906 CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 Appendix C- Stormwater Report BOURNE CONSULTING ENGINEERING PAGE t9 OF 2t BCE#32906 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction Important:When A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for on the computer, use only the tab the Stormwater Report(which should provide more substantive and detailed information) but is offered key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format.As noted in the Checklist, use the return the Stormwater Report must contain the engineering computations and supporting information set forth in key, Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see page 2)that certifies that the Stormwater Report contains all required submittals.' This Checklist is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads(LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist,the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 2 For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program ELO,] m Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report.The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards, Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable(N.A.)and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification I have reviewed the Stormwater Report, including the sail evaluation, Gemputat ens, Lang teFFn Pan,ltian Pfeventian Plan,the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement(if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature s Signature and Date Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ❑ New development ❑ Redevelopment ® Mix of New Development and Redevelopment swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 2 of 8 LEIMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: ® No disturbance to any Wetland Resource Areas ® Site Design Practices (e.g. clustered development, reduced frontage setbacks) ❑ Reduced Impervious Area (Redevelopment Only) ❑ Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 ❑ Use of"country drainage"versus curb and gutter conveyance and pipe ❑ Bioretention Cells(includes Rain Gardens) ❑ Constructed Stormwater Wetlands(includes Gravel Wetlands designs) ❑ Treebox Filter ❑ Water Quality Swale ❑ Grass Channel ❑ Green Roof ❑ Other(describe): Standard 1: No New Untreated Discharges ❑ No new untreated discharges ® Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ❑ Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 3 of 8 F01Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program -- Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ® Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. ❑ Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. ❑ Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge -Seeking Waiver from Standard 3 for Pedestrian Walkway/Footpath Project meeting standards to the best extent practicable. ❑ Soil Analysis provided. ❑ Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. ❑ Sizing the infiltration, BMPs is based on the following method: Check the method used. ❑ Static ❑ Simple Dynamic ❑ Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. ❑ Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume. ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ❑ Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ❑ Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included. 80%TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. swcheckt (3)•04/01/08 Stormwater Report Checklist•Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge(continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ❑ Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4:Water Quality -Seeking Waiver from Standard 4 for Pedestrian Walkway/Footpath Project meeting standards to the best extent practicable. The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. ❑ A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44%TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone II or Interim Wellhead Protection Area ❑ is near or to other critical areas ❑ is within soils with a rapid infiltration rate (greater than 2.4 inches per hour) ❑ involves runoff from land uses with higher potential pollutant loads. ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. ❑ Calculations documenting that the treatment train meets the 80%TSS removal requirement and, if applicable, the 44%TSS removal pretreatment requirement, are provided. swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4:Water Quality(continued) ❑ The BMP is sized(and calculations provided) based on: ❑ The'/2"or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. ❑ The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) ® The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ❑ The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease(e.g. all parking lots with>1000 vehicle trips per day)and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ® Critical areas and BMPs are identified in the Stormwater Report. swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 6 of 8 EL: Massachusetts Department of Environmental Protection 71 Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable H The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: ❑ Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area H Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff H Bike Path and/or Foot Path ❑ Redevelopment Project H Redevelopment portion of mix of new and redevelopment. H Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met)and an explanation of why these standards are not met is contained in the Stormwater Report. ® The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures, • Erosion and Sedimentation Control Plan Drawings; Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. ® A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application.A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ❑ The project is not covered by a NPDES Construction General Permit. ® The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ❑ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ❑ Name of the stormwater management system owners; ❑ Party responsible for operation and maintenance; ® Schedule for implementation of routine and non-routine maintenance tasks; ONLY REQUIREMENT IS ANNUAL SWEEPING. ❑ Plan showing the location of all stormwater BMPs maintenance access areas; ❑ Description and delineation of public safety features; ❑ Estimated operation and maintenance budget; and ❑ Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges ❑ The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ❑ An Illicit Discharge Compliance Statement is attached; ® NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. swcheckl (3)•04/01/08 Stormwater Report Checklist•Page 8 of 8 Stormwater Management Report SALEM PORT EXPANSION MARINE TERMINAL MODIFICATIONS SALEM, MASSACHUSETTS Prepared for: City of Salem 120 Washington Street Salem, MA 01970 Prepared by: Bourne Consulting Engineering 3 Bent Street Franklin, MA 02038 August 2013 TABLE OF CONTENTS Section 1 Introduction Description Section 2 Stormwater Management Standards Compliance Appendix A Operation and Maintenance Plan Section 1 Introduction Description The City of Salem, through the Department of Planning and Community Development, is proposing to construct improvements between the existing marine terminal wharf located at 24 Fort Avenue to the existing Salem Port, which is located at 10 Blaney Street. The focus of this stormwater management report is in response to the proposal to re-develop the existing access way between the subject properties to an ADA compliant pedestrian access way between the marine terminal wharf and the Salem Port project site. The marine terminal wharf is located on a portion of a 64 acre parcel owned by Footprint Power Salem Harbor Real Estate LP. The project, now under Phase II, consists of the redevelopment of the 10 Blaney Street site into a multiple use port/marina facility in an effort to reclaim Salem's seaport for a variety of commercial and recreational activities. The redevelopment of this site is intended to provide a multi-use water transportation facility to serve a variety of vessels, including the existing Salem Ferry Nathaniel Bowditch, excursion boats, water taxis, a Liquefied Natural Gas (LNG) offshore supply boat, commercial fishing boats, visiting ships, and small cruise ships. The redevelopment of the site, as proposed, has undergone MEPA review and the City has been issued a MEPA certificate (#14234). The addition of the access way and wharf improvements is described in a Notice of Project Change, submitted July 15, 2013 and an Environmental Impact Report, submitted February 18, 2014, which were approved by MEPA on April 4, 2014. The proposed work association with NPC includes installation of approximately 500 feet of 8 foot wide bituminous walkway from the new Salem Terminal Building, along the shoreline to the existing paved portion of the Footprint Wharf, and stabilizing of the shoreline revetment along the walkway. The proposed walkway will be installed over an existing gravel path, which is underlain by an impermeable liner. Salem Harbor, as detailed in the Surface Water Quality Standards - 310 CMR 4.00, has been identified as a shellfish growing area and therefore classifies the site as discharging to a Critical Area as defined in Standard 6 of the Stormwater Management Standards. A USGS locus plan showing the location of the proposed development has been included as Figure 1. Additionally, a drawing showing the existing conditions in the area of the proposed walkway has been included as Figure 2, with the proposed condition as Figure 3. The Natural Resource Conservation Service (NRCS) mapping for this area indicates the site to be within an Urban Land Complex. This soil is classified as an area that has been excavated, filled, or is man-made land. In the case of the Salem Port, it is evident that the site was created using offsite material based on the configuration of the coastal land in this area. Since the site directly abuts Salem Harbor and is subject to storm flowage in accordance with 310 CMR 4.00, the City of Salem is seeking a waiver from Standard 2 as allowed by the Stormwater Management Standards. In addition, the proposed development meets the definition of a walkway/footpath used for pedestrian access, therefore, the Stormwater Management Standards apply to maximum extent practicable in accordance with 310 CMR 10.04. Section 2 Stormwater Management Standards Compliance The Massachusetts Stormwater Management Handbooks, Volumes 1, 2 and 3 (February 2008), have been used as the primary guidance for the selection and design of permanent non-structural and structural BMPs for the long-term protection of existing water resources. The Stormwater Management Plan developed for this project incorporates controls that will protect surface and groundwater resources, coastal area and adjacent properties from potential impacts due to increased impervious areas on the site. The stormwater performance standards developed by the MassDEP and a brief discussion on how the proposed project will achieve the standards are provided as follows: Standard 1. No new stormwater conveyances may discharge untreated stormwater directly to, or cause erosion in wetlands or waters of the Commonwealth. Due to the project being a pedestrian walkway/footpath, the project is subject to the Stormwater Management Standards only to the maximum extent practicable. The runoff from walkway/footpath will be directed to the new revetment, which will consist of rip rap, thereby reducing erosion of the bank. Sedimentation controls will be placed at the top of the revetment to prevent sediment from entering the harbor. Due to site constraints associated with limited area and the presence of an impermeable liner, as shown on Figure 3, providing structural BMPs is not a practical or feasible alternative. Standard 2. Stormwater management systems shall be designed so that post- development peak discharge rates do not exceed pre-development peak discharge rates. This Standard may be waived for discharges to land subject to coastal storm flowage as defined in 310 CMR 10.04. The City of Salem is seeking a waiver from Standard 2 in accordance with 310 CMR 10.04 and as allowed under the Stormwater Management Standards since the site is subject to coastal storm flowage. Standard 3. Loss of annual recharge to groundwater shall be eliminated or minimized through the use of infiltration measures including environmentally sensitive site design, low impact development techniques, stormwater best management practices, and good operation and maintenance. At a minimum, the annual recharge from the post-development site shall approximate the annual recharge from pre-development conditions based on soil type. This Standard is met when the stormwater management system is designed to infiltrate the required recharge volume as determined in accordance with the Massachusetts Stormwater Handbook. Due to the project being a pedestrian walkway/footpath, the project is subject to the Stormwater Management Standards only to the maximum extent practicable. Due to site constraints associated with limited area, as shown on Figure 3, providing an infiltration BMP is not a practical or feasible alternative. In addition, since this portion of the site it underlain by an impervious liner, the post-development infiltration capacity in essence will remain consistent with pre-existing condition, which is the intent of Standard 3. Standard 4. Stormwater management systems shall be designed to remove 80% of the average annual post-construction load of Total Suspended Solids (TSS). This Standard is met when: a. Suitable practices for source control and pollution prevention are identified in a long-term pollution prevention plan, and thereafter are implemented and maintained; b. Structural stormwater best management practices are sized to capture the required water quality volume determined in accordance with the Massachusetts Stormwater Handbook; and c. Pretreatment is provided in accordance with the Massachusetts Stormwater Handbook. Due to the project being a pedestrian walkway/footpath, the project is subject to the Stormwater Management Standards only to the maximum extent practicable. Due to site constraints associated with limited area, as shown on Figure 3, providing structural/infiltration BMPs are not a practical or feasible alternatives. The walkway will service only pedestrians and will not be subject to vehicular traffic, therefore, the TSS concentrations from the paved walkway should be negligible. In addition, a pedestrian walkway/footpath is not considered to be a use with a higher potential pollutant load. Standard 5. For land uses with higher potential pollutant loads, source control and pollution prevention shall be implemented in accordance with the Massachusetts Stormwater Handbook to eliminate or reduce the discharge of stormwater runoff from such land uses to the maximum extent practicable. If through source control and/or pollution prevention all land uses with higher potential pollutant loads cannot be completely protected from exposure to rain, snow, snow melt, and stormwater runoff, the proponent shall use the specific structural stormwater BMPs determined by the Department to be suitable for such uses as provided in the Massachusetts Stormwater Handbook. Stormwater discharges from land uses with higher potential pollutant loads shall also comply with the requirements of the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26-53 and the regulations promulgated thereunder at 314 CMR 3.00, 314 CMR 4.00 and 314 CMR 5.00. The proposed use would not be considered a use with a higher potential pollutant load. Standard 6. Stormwater discharges within the Zone II or Interim Wellhead Protection Area of a public water supply, and stormwater discharges near or to any other critical area, require the use of the specific source control and pollution prevention measures and the specific structural stormwater best management practices determined by the Department to be suitable for managing discharges to such areas, as provided in the Massachusetts Stormwater Handbook. A discharge is near a critical area if there is a strong likelihood of a significant impact occurring to said area, taking into account site-specific factors. Stormwater discharges to Outstanding Resource Waters and Special Resource Waters shall be removed and set back from the receiving water or wetland and receive the highest and best practical method of treatment. A "storm water discharge" as defined in 314 CMR 3.04(2)(a)1 or (b) to an Outstanding Resource Water or Special Resource Water shall comply with 314 CMR 3.00 and 314 CMR 4.00. Stormwater discharges to a Zone I or Zone A are prohibited unless essential to the operation of a public water supply. The project would discharge stormwater to a Critical Area (shellfish growing). Due to the project being a pedestrian walkway/footpath, the project is subject to the Stormwater Management Standards only to the maximum extent practicable. Due to site constraints associated with limited area, as shown on Figure 3, providing structural/infiltration BMPs are not a practical or feasible alternatives. The walkway will service only pedestrians and will not be subject to vehicular traffic, therefore, the TSS concentrations from the paved walkway should be negligible. In addition, a pedestrian walkway/footpath is not considered to be a use with a higher potential pollutant load. Standard 7. A redevelopment project is required to meet the following Stormwater Management Standards only to the maximum extent practicable: Standard 2, Standard 3, and the pretreatment and structural best management practice requirements of Standards 4, 5, and 6. Existing stormwater discharges shall comply with Standard 1 only to the maximum extent practicable. A redevelopment project shall also comply with all other requirements of the Stormwater Management Standards and improve existing conditions. The project, while considered in the context to be a redevelopment, only a small portion of the site would be considered a redevelopment project in accordance with the definition in the Stormwater Management Standards due to the increase in impervious area. Due to the project being a pedestrian walkway/footpath, the project is subject to the Stormwater Management Standards only to the maximum extent practicable. Due to site constraints associated with limited area, as shown on Figure 3, providing structural/infiltration BMPs are not a practical or feasible alternatives. In addition, since this portion of the site it underlain by an impervious liner, the post-development infiltration capacity in essence will remain consistent with pre-existing condition, which is the intent of Standard 3. Lastly, the proposed project will repair/replace the existing revetment, thereby improving the site. Standard 8. A plan to control construction-related impacts including erosion, sedimentation and other pollutant sources during construction and land disturbance activities (construction period erosion, sedimentation, and pollution prevention plan) shall be developed and implemented. The proposed project will incorporate sedimentation controls to minimize the potential for sedimentation in down gradient resources. These controls will include a siltation fence. Additionally, a Stormwater Pollution Prevention Plan has been prepared for this project to comply with the EPA NPDES Construction General Permit program. Standard 9. A long-term operation and maintenance plan shall be developed and implemented to ensure that stormwater management systems function as designed. Operation and maintenance of the walkway would be limited to annual street sweeping, as there are no structural/infiltration BMPs being proposed and/or implemented. Standard 10. All illicit discharges to the stormwater management system are prohibited. An illicit discharge certification statement will be submitted at a later date prior to obtaining a certificate of compliance. APPENDIX A OPERATION AND MAINTENANCE PLAN STORMWATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION ACTIVITIES MARINE TERMINAL MODIFICATIONS SALEM, MASSACHUSETTS August 2013 PREPARED BY: Bourne Consulting Engineering 3 Bent Street Franklin, MA 02038 r Bourne Consulting Engineering p Jf�L Waterfront Engineers STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 1. EXISTING SITE CONDITIONS----------------------------------------------------------------1 2. POST-DEVELOPMENT SITE CONDITIONS----------------------------------------------1 3. SWPPP COORDINATOR AND DUTIES----------------------------------------------------3 4. EROSION AND SEDIMENTATION CONTROL-------------------------------------------3 4.1 Stabilization Measures-------------------------------------------------------------------3 4.2 Structural Measures----------------------------------------------------------------------4 4.3 Additional Measures----------------------------------------------------------------------4 5. SPILL CONTINGENCY PLAN----------------------------------------------------------------- 5 6. STORMWATER CONTROLS OPERATION & MAINTENANCE PLAN (POST— CONSTRUCTION) SITE------------------------------------------------------------------------7 7. COMPLIANCE WITH APPLICABLE REGULATIONS----------------------------------- 8 8. NON-STORMWATER DISCHARGES--------------------------------------------------------9 9. CONSTRUCTION SEQUENCE PLAN-------------------------------------------------------9 10. CERTIFICATIONS-------------------------------------------------------------------------------11 LIST OF FIGURES 1. LOCUS MAP-------------------------------------------------------------------------------------- 2 LIST OF APPENDICES 1. COMPLIANCE CONDITIONS AND PERMITS 2. INSPECTION AND MAINTENANCE LOGS 11 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 1. EXISTING SITE CONDITIONS The City of Salem, through the Department of Planning and Community Development, is proposing to construct improvements between the existing marine terminal wharf located at 24 Fort Avenue to the existing Salem Port, which is located at 10 Blaney Street. The focus of this stormwater management report is in response to the proposal to re-develop the existing access way between the subject properties to an ADA compliant pedestrian access way between the marine terminal wharf and the Salem Port project site. The marine terminal wharf is located on a portion of a 64 acre parcel owned by Footprint Power Salem Harbor Real Estate LP. The project, now under Phase Il, consists of the redevelopment of the site into a multi-use port/marina facility in an effort to reclaim Salem's seaport for a variety of commercial and recreational activities. The redevelopment of this site is intended to provide a multi-use water transportation facility to serve a variety of vessels, including the existing Salem Ferry Nathaniel Bowditch, excursion boats, water taxis, a Liquefied Natural Gas (LNG) offshore supply boat, commercial fishing boats, visiting ships, and small cruise ships. The redevelopment of the site, as proposed, has undergone MEPA review and the City has been issued a MEPA certificate (#14234). The addition of the access way and wharf improvements is described in a Notification of Project Change (NPC), which has been submitted for MEPA review on July 15, 2013. A USGS locus plan showing the location of the proposed development has been included as Figure 1. 2. POST-DEVELOPMENT SITE CONDITIONS The proposed work association with NPC includes installation of approximately 500 feet of 8 foot wide bituminous walkway from the new Salem Terminal Building, along the shoreline to the existing paved portion of the Footprint Wharf, and stabilizing of the shoreline revetment along the walkway, which is currently in poor condition. The proposed walkway will be installed over an existing gravel path, which is underlain by an impermeable liner. t t Y�4,.✓ iK/ y Y 1 M. Ar 3 »i r Sub at _er ll • + {{yy J�BIfJCIf Salem v # �, .� �. Cornrl� z w - LSaI m Terminal, p d qtr I ,! ,y. 3 n fi' rI 11� rxte , t x t • �F PROJECT 1 t LOCUS14 ght cn '}may} �t��//y� ... . V t !/Ly A'd x x Point-, 11 wa}t lrter r r ¢f ", k JR _ �..,P •ti � Ln � * F Palmers `` Point ," — — 0 1000 O N SCALE: 1 "=1000'-O" PURPOSE: TITLE: APPLICATION BY: LOCUS CIN OF � SHIP BERTH 00 ACCESS PLAN SALEM N 100 YR FLOOD +13.8 IN: SALEM X MTL +18.9 �_ � C gig AT: SALEM HARBOR ai NGVD +4.2 /f(�F COUNTY: ESSEX STATE:MA MLW 0.0 SHEET 1 OF 7 DATE: 07/11/13 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 3. SWPPP COORDINATOR AND DUTIES The Stormwater Pollution Prevention Plan (SWPPP) Coordinator for this project is: Name Company Phone # The duties of the SWPPP Coordinator include the following: 1. Implement the SWPPP with the aid of the SWPPP Team. Oversee maintenance practices identified as Best Management Practices (BMP's) in the SWPPP. Refer to the Operation and Maintenance Plan. Implement and oversee employee training. 2. Conduct or provide for site inspection or monitoring activities. Identify other potential pollutant sources and ensure that they are added to the SWPPP. 3. Identify and deficiencies in the SWPPP and correct them and ensure that any changes in construction plans are addressed in the SWPPP. 4. EROSION AND SEDIMENTATION CONTROL 4.1 Stabilization Measures The following stabilization measures shall be utilized to minimize onsite erosion and prevent sedimentation of adjacent resource areas during construction. 1. The smallest area of land practicable shall be exposed at any one time. 2. To the maximum extent feasible, existing onsite vegetation shall be retained and protected. 3. All disturbed areas to be re-vegetated or temporarily stabilized immediately upon completion of grading. In no case shall stabilization occur later than thirty (30) days after the area has been disturbed, except for pavement areas, in order to minimize the potential for onsite erosion. 4. All finish grades will slopes of 3 to 1 (horizontal to vertical) and steeper shall be compacted, and armored. 2 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 5. An adequate supply of siltation controls shall be onsite for emergency use. 4.2 Structural Measures The following structural measures will be utilized to minimize onsite erosion and prevent sedimentation of adjacent resource areas and down gradient properties during construction: 1. A sedimentation barrier shall be installed as needed around the perimeter of the site and around any earth stockpiles located along the site boundaries to control overland flow of site-generated stormwater runoff. This barrier will be installed prior to the start of any other project-related earthwork. 2. Silt fence shall be staked in place with the bottom 6" buried in the ground. 3. Stormwater runoff shall be diverted from flowing over disturbed areas. 4. Sediment shall be retained onsite within the limit of work as defined by the sedimentation barrier. 5. No construction activities shall occur past the limit of work delineated by the down gradient erosion control/sedimentation barrier. 4.3 Additional Measures In addition to the previously described controls, construction shall conform to all specifications as designated on the site plan and any other document or permits issued in association with this project. The following additional measures will be utilized to minimize onsite erosion and prevent sedimentation of adjacent resource areas during construction: 1. The project roadway shall be swept, at a minimum, at the end of every work week. The public roadway shall be swept more frequently as needed or upon the request of the City of Salem. 2. Sanitary wastes generated onsite shall be treated and/or disposed of in accordance with applicable state and local requirements. 3. Construction site waste materials shall be properly contained onsite and disposed of at an offsite location in accordance with local and state regulations. 3 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 4. Weekly inspections shall include all of the sediment control measures as well as a review of spill containment and prevention measures. 5. All onsite and adjacent roadway drainage facilities shall be maintained in proper working condition during and after construction. 6. The Contractor shall provide a list of proposed materials, including manufacturers' product data and test reports that verify conformance with practices established herein. 7. The Contractor shall attend a preconstruction meeting to coordinate the sedimentation control plan with the proposed construction schedule. 8. The sedimentation barriers shall be inspected before and after all storm events and prior to weekends. Damaged sections of the sedimentation barriers shall be repaired within four (4) hours of observation. 9. Sediment shall be removed from sedimentation barrier when the depth of sediment accumulates to one third (1/3) of the barrier's height. Sedimentation barrier shall be repaired or replaced as needed. 10. No fuels, lubricants or hydraulic fluids shall be stored onsite. No equipment maintenance is to be completed onsite, except for routine service carried out by a qualified fleet mechanic with a suitable fleet maintenance vehicle. Refuel or such routine maintenance shall be restricted to designated areas. Existing paved areas (if applicable) shall be used where possible. Temporary spill protection shall be provided during routine maintenance consisting of at least 6 mil plastic barrier under the vehicle and a sheet of absorbent material. 11. Construction access drives shall feature crushed stone entrances to minimize mud from being tracked onto the adjacent roadways. 5. SPILL CONTINGENCY PLAN A Spill Contingency Plan shall be implemented during construction and will include the following provisions: 1. Equipment necessary to address accidental spills or leaks will be stored onsite in a secure but accessible location. Such equipment shall include the following: a. Safety goggles. b. Chemically resistant gloves and overshoe boots. c. Water and chemical fire extinguishers d. Sand and shovels. 4 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA e. Suitable absorbent materials storage containers. f. First aid equipment. 2. Spills or leaks shall be properly treated according to type of spill, volume of spill and location of spill. Mitigation shall include future spill prevention, containment of the spill in an environmentally sound manner, and remediation of any environmental damage resulting from the spill. 3. For spills of less than 5 -gallons of materials: a. Proceed with source control and containment. b. Clean up with absorbent materials other applicable means, unless an imminent hazard or other circumstances dictate that the spill should be treated by a professional emergency response contractor. c. Notify the property owner, Footprint Power Salem Harbor Real Estate, LP 4. For spills of greater than 5 -gallons of materials: a. Immediately contact the Massachusetts Department of Environmental Protection (MASS DEP) Hazardous Waste Incident Response Group at (617) 932-7600, and an approved emergency response contractor. b. Provide information on the type of spill, the location of the spill, the quantity of the spill and the time of the spill to the emergency response contractor or coordinator. c. Proceed with prevention, containment and/or clean up if so directed. d. Contact the City of Salem for any spills of 5 -gallons or greater. e. Notify the property owner, Footprint Power Salem Harbor Real Estate, LP and the MA DEP. 5. If there is Reportable Quantity (RQ) release during the construction period, then the National Response Center shall be notified immediately at (800) 424-8800. A report shall be submitted to EPA regional office within 14 days describing the release, the date and circumstances of the release, and the steps taken to prevent another release. This SWPPP must be updated to reflect any such steps or actions taken. 6. After the perimeter site erosion control measures are installed, but prior to any further site work, the Contractor shall provide a 55-gallon spill containment kit and maintain it onsite throughout the construction period. 7. The Contractor is to stop site excavation work if the contractor suspects (due to soil color or odor) the presence of hazardous material, and shall 5 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA contact a Licensed Professional (LSP), the Engineer, and the Owner. An LSP shall determine if hazardous materials are present, and shall take appropriate action in accordance with all applicable laws and regulations. 8. If requested by the City of Salem, (and if recommended by an LSP), an environmental Field Technician (EFT) shall be present during site grading activities and the installation of the underground utilities to monitor for contamination. The EFT is to be equipped with a photo or flame ionization unit capable of detecting any contaminants that may historically be found at the site. The Contractor is to stop work if the EFT identifies contaminated soil, and the EFT is to contact the LSP, the Engineer, and the Owner. The LSP will take appropriate action in accordance with all applicable laws and regulations. 6. STORMWATER CONTROLS OPERATION AND MAINTENANCE PLAN (POST-CONTSTRUCTION) The following measures shall be taken to minimize the impact of post- construction site-generated stormwater runoff on downstream resources: 1. Sweep bituminous walkway/footpath annually. The first time shall be during the early spring. 7. COMPLIANCE WITH APPLICABLE REGULATIONS The proposed project shall comply with all applicable Federal, State and Local regulations. These regulations may include, but are not limited to, any Orders of Conditions issued under the Massachusetts Wetlands Protection Act in addition to Sections 401 and 404 of the Federal Clean Water Act. Compliance provisions specified in any issued permits are contained in Appendix 1. The NPDES permit conditions require routine inspection of the site and careful documentation of events and conditions. The following is a list of inspection activities that will be completed by the qualified designated site monitor: 1. Sedimentation prevention measures and stormwater management measures shall be inspected once per week at a minimum during the entire construction period. 2. All drainage sedimentation controls, discharge outfalls and potential problem areas shall also be inspected within twenty four (24) hours of any storm that exceeds one half(0.50) inches of rainfall. 6 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 3. A log of all site inspection results shall be accessible and maintained onsite. 4. The Contractor shall be informed of all necessary repairs or modifications to allow for the timely implementation of the required actions. All necessary repairs or modifications shall be completed within seven (7) calendar days of inspection. 5. This SWPPP shall be modified within seven (7) calendar days to reflect any modifications to the pollution prevention measures required as a result of inspection. 6. Weekly reports of all maintenance and inspection activities shall be accessible and maintained onsite in conformance with the NPDES permit conditions. Inspection and Maintenance forms are located in Appendix 2. 7 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 8. NON-STORMWATER DISCHARGES There shall be no non-permitted non-stormwater discharges associated with this project. Specifically prohibited are the discharges of process waters, non-contact cooling water, vehicle wash water and sanitary wastewater via stormwater drainage system. That system may also carry water from fire fighting activities, irrigation, water flushings, uncontaminated groundwater, air conditioning condensate and routine building and paving wash down waters contained no detergent or hazardous materials, provided these uses are incorporated into this plan. Water Source Planned Discharge Volume Per Day* Streams/Springs NO Fire Fighting EMERGENCY ONLY Irrigation NO Waterlines NO Groundwater NO Air Conditioning Condensate NO Building/pavement wash NO down 9. CONSTRUCTION SEQUENCE PLAN 1. Secure perimeter sedimentation barriers. 2. Provide spill prevention kit onsite (SPPP). 3. The construction area will then be cleared. Site excavation and grading work shall then commence. 4. Additional siltation fence shall be added as construction proceeds where required to control erosion. Sedimentation controls shall be installed along the downhill side of all soil stockpiles. 5. Catch basins shall have either staked haybales placed around the grate or have a geotextile insert installed until all disturbed areas are stabilized. 6. The walkway shall then be graded, and the gravel and the bituminous base/binder course placed. This shall be completed as soon as 8 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA practical after the site clearing. 7. All disturbed areas to be vegetated, not already stabilized, shall then be spread with the required a minimum of 6 inches of topsoil and seeded. 8. Any sediment that has accumulated in the sediment control devices shall be removed and the disturbed areas reseeded. All drainage structures affected by the contractor's operation shall be cleaned. 9. The siltation controls shall be removed after the site has stabilized and the Conservation Commission grants permission. 9 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA 10. CERTIFICATIONS Refer to following pages. t'JN E F; Owner Responsibility Name: The owner is responsibility for the Conduct of all construction activities, and ultimate Address: compliance with all provisions of The Storm Water Pollution Prevention Plan (SWPPP). Telephone: OWNER'S CERTIFICATION Owner I certify under penalty of low that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based upon my inquiry of the person or persons who manage the systems, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitted false information, including the possibility of fine or imprisonment for knowing violations. Signature: Date: Printed Name: Representing: (Note: Additional copies of this form may be attached in cases where more than one owner has responsibility for compliance.) 10 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA CON' ACTOR Contractor Responsibility Name: The Contractor is responsible for The Completion of all planned Address: construction activities, including the installation and maintenance of control measures as outlined in the Storm Water Pollution Prevention Plan (SWPPP) Telephone: CONTRACTOR'S CERTIFICATION Contractor I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the stormwater discharges associated with industrial activity from the construction site identified as part of this certification. Signature: Date: Printed Name: Representing: (Note: Additional copies of this form may be attached in cases where more than one contractor has responsibility for compliance.) 11 STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA APPENDIX 1 COMPLIANCE CONDITIONS AND PERMITS STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA APPENDIX 2 INSPECTION AND MAINTENANCE LOGS STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA Inspection and Maintenance Report Form Condition of Date Inspector Erosion Controls Comments STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA Inspection and Maintenance Report Form To be completed every 7 days and within 24 hours of a rainfall event of one half (0.50) inches or more. Inspector: Date: Inspector's Qualifications: Days since last rainfall: Amount of last rainfall: inches Stabilization Measures Drainage Date of Last Date of Stabilized Stabilized Area Disturbance Next (Yes/No) With Condition Disturbance Stabilization Required: To be performed by: On or before: STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA Inspection and Maintenance Report Form Other Controls Stabilized Construction Entrance: Amount of Sediment Clean Gravel or Filled Does all Traffic use the Tracked on Road? with Sediment? Stabilized Entrance to Exit the Site? Maintenance required for construction entrance: To be performed by: On or before: STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA Inspection and Maintenance Report Form Perimeter Structural Controls: Date: Silt Fences and Straw Bales Drainage Area Has Silt Reached Is Fence Property Is There Evidence of Perimeter 113 of Fence Secured? Washout or Overtopping? Height? Maintenance required for sedimentation basin: To be performed by: On or before: STORMWATER POLLUTION PREVENTION PLAN MARINE TERMINAL MODIFICATIONS SALEM, MA Inspection and Maintenance Report Form Changes required to the Stormwater Pollution Prevention Plan: Reasons for changes: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based upon my inquiry of the person or persons who manage the systems, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment for knowing violations. Signature: Date: CITY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 Appendix D- Wharfing Agreement BOURNE CONSULTING ENGINEERING PAGE 20 OF 20 BCE#32906 WHARFING RIGHTS AGREEMENT This Wharfing Rights Agreement(the"Agreement") is made as of this day of August, 2012 by and between Footprint Power Salem Harbor Real Estate LP, a Delaware limited partnership, having an address c/o Footprint Power LLC, 1140 Route 22 East, Suite 303, Bridgewater,NJ 08807("Footprint") and the City of Salem, a political subdivision of the Commonwealth of Massachusetts, having an address at City Hall, 93 Washington Street, Salem, Massachusetts 01970 ("City"). Recitals: -' 1. Footprint is the owner of the Salem Harbor Power Plant and related facilities (the "Power Plant") located on 63 acres in Salem, Massachusetts (the"Footprint Property") and shown on a plan entitled `ALTA/ASCM Land Title Survey, Salem, Massachusetts preparedVfor,U.S. Gen New England" dated December 20, 2004 and recorded with the Essex South Registry of Deeds­1 in Plan Book 384, vww:r Plan 2 (the"As-Built Plan"), a copy of which is�attached to this Agreement as Exhibit A; qlo* . 2. Footprint leases such property,and facilities to its affiliate,Footprint Power Salem Harbor Operations LLC to permit the continued operation of the Power Plant until its expected shut down Jun e 1 2014;V,,� 3. The Power"Plant includes the longestlj rf(the "Footprint Wharf') serving Salem Harbor, a deep water portlocated in theCommonwealth of Massachusetts, which'Footprint Wharf is shown on the As-Built Plan as the "Fisherman's Wharf/P&R Wharf' r 4 Footprint utilizes the Footprint Wharf for the delivery of coal and oil to the Powei Plant (the`=Fuel Deliverles'.').and will utilize the Footprint Wharf in connection_with the planned construction of new gas fired power plant on s ' ;portions of the Footprint Property and the decommissioning and demolition of the � . Power Plant, including certain environmental remediation thereof(the "Construction/Demolition Activities"); 5. The Cite desires 161ricrease tourism in the City by attracting cruise ships and other visiting passenger or Good Will vessels to make the City one of their ports of call creating significant, positive economic impact on City; 6. In order to facilitate the attraction of cruise ships to the City, the City is currently in the process of constructing a wharf(the"City Wharf") on City owned property at 4-10 BlaneyStreet in Salem, Massachusetts(the"City Property"), which City Wharf will be adjacent to the Footprint Wharf; 7. The City has requested that Footprint grant the City long-term access rights to the Footprint Wharf for the docking of cruise ships and other visiting passenger or Good Wilivessels, embarkation and disembarkation of passengers and other 00432133.DOCx/ related purposes and Footprint is willing to rant such access routes on P p P g g commercially reasonable terms; 8. During the pendency of negotiations concerning long-term access rights,the City has requested that Footprint grant the City a license to utilize(a) the Footprint Wharf for the docking of cruise ships and (b) a portion of the Power Plant premises between the Footprint Wharf and the City Wharf for the construction of and use as a pedestrian access way; and 9. Footprint is willing to grant a license to the City for such purposes on the terms hereinafter set forth long as such license does not interfere with Footprint's use of the Footprint Wharf for the Fuel Deliveries or the Construction/Demolition Activities. Now,therefore, for consideration paid and in further consideration of the mutual promises hereinafter set forth, Footprint and the City hereby covenant and agree as follows: 1. GRANT OF LICENSE Subject to the conditions hereinafter set forth, Footprint hereby grants to the City a license to: a. utilize the Footprint Wharf solely for the purpose of allowing cruise ships and other visiting passenger or Good Will vessels, to dock for the purpose of loading and unloading passengers b. place and store a gangway system and associated equipment for the purpose of embarking and disembarking passengers within the licensed area; and c. allow the City to construct and utilize a walkway(the"Walkway") from the Footprint Wharf to the City Property, approximately in the location shown on the sketch plan attached to this Agreement as Exhibit B. The dimensions of such walkway to be determined by mutual agreement of the Parties in consultation with the U.S. Coast Guard. The premises that are subject to the license granted by this Agreement are collectively referred to as the "Licensed Premises". 2. CONDITIONS OF LICENSE. The foregoing grant of license is subject to the following terms and limitations: a. Unless earlier terminated pursuant to the provisions of this Agreement, the license shall be for a term (the "Term") commencing on the date hereof and ending on December 31, 2033 (the" License Expiration Date"), or upon the City and Footprint entering into a mutually agreed to successor agreement regarding use of the Footprint Wharf("Successor Agreement"); b. The rights of the City to use the Licensed Premises are not an interest in real property and are non-exclusive and non-apportionable; - 2 - 00432133.DOCX/ c. The City acknowledges and agrees that it accepts the right to use the Licensed Premises in its current"as-is" condition with no representation or warranties from Footprint regarding the Licensed Premises condition or fitness for the City's use of the same. d. Footprint may impose from time to time additional rules and regulations governing the City's use of the Licensed Premises; e. The City shall be responsible for obtaining all permits and approvals which are necessary in connection with the use of the Footprint Wharf by the City for the docking of cruise ships and for the construction of the Walkway, which Walkway construction shall be undertaken in conformance with the provisions of Section 3 below; L The City further acknowledges and agrees that the Licensed Premises are subject to all covenants, restrictions, easements and encumbrances now or hereafter of record, including without limitation, restrictions that are anticipated to be placed on all or a portion of the Licensed Premises by Footprint as required by the Massachusetts Department of Environmental Protection including without limitation, a recorded activity and use limitation (the"AUL") on the Footprint property in conformance with the Massachusetts Contingency Plan (the"MCP"); g. The City shall at all times during the term of this Agreement comply with all present and future federal, state or local laws, codes, ordinances (including, without limitation, zoning ordinances, environmental laws, land-use regulations, wetlands regulations, tideland and waterways regulations, federal and state Harbor regulations, customs regulations and Jones Act requirements) orders, judgments, and agrees injunctions, rules, regulations and requirements, even if unforeseen or extraordinary, which may be applicable to the City or to the Licensed Premises(collectively,the "Applicable Laws"); h. The City may not assign or transfer its rights in this Agreement without the prior written consent of Footprint, which consent may be withheld by Footprint in its sole discretion. The use of the Footprint Wharf by vessels designated by the City consistent with this Agreement is not an assignment or transfer of rights under this Agreement; i. The City shall not use the Licensed Premises in any manner that interferes with or adversely affects the operation of the Power Plant; j. Any use of the Licensed Premises for the docking of cruise ships shall be in compliance with all US Coast Guard regulations and harbor pilot requirements; k. Any rights in the Licensed Premises not granted to the City hereunder are reserved to Footprint; and 1. All construction undertaken by the City should be done in a good and workmanlike manner in compliance with all Applicable Laws. - 3 - 00432133.DOCx/ m. If the parties have not entered into a Successor Agreement by January 1, 2018, City shall annually pay to Footprint profits equal to that year's revenues associated with the docking of cruise ships and other visiting passenger or Good Will vessels, embarkation and disembarkation of passengers and other related purposes under the License net only of(a) reasonable City or third-party operating&maintenance costs and (b)the return of any capital expended by the City pursuant to this Agreement(with the return of such capital amortized on a straight line basis over the term of the License)without taking into account any financing costs. 3. PERMITS AND CONSTRUCTION. The following additional conditions shall apply to any permits necessary for the use of the Licensed Premises by the City and in connection with any construction of the Walkway: a. The City shall be responsible for preparing, obtaining or maintaining at its sole cost and expense any permits, approvals or submittals, including those required under Applicable Laws related to the City's use and occupancy of the Licensed Premises. Footprint shall reasonably cooperate with the City in such applications. No permit application shall be (a) submitted to any governmental authority prior to its review and approval by Footprint or(b) adverse to any use that Footprint intends or may reasonably be expected to make of the Licensed Premises or the Footprint Property; b. Other than agreed to improvements at the pier facility and the paving or covering of the Walkway with a crushed stone surface,which shall be required by the City before the Walkway is used in connection with cruise ships docking at the Footprint Wharf, the City may not undertake or permit others to undertake any alterations to any construction of improvements on the Licensed Premises without the prior written consent of Footprint; and e. If the City desires or is required to make any alterations to, or construct any improvements or fixtures (including accessory buildings required for the operation of a ferry terminal other than mobile or other temporary structures) on, the Licensed Premises, it shall provide ninety(90)days written notice to Footprint containing a detailed description of the scope of work required for the proposed alterations or improvements, including a description of the scope of work required for the proposed alterations or improvements, including a description of whether any land disturbance or grading will be required. Any such notice shall also include plan drawings, construction plans or any other documents related to the work proposed to be carried out on the Licensed Premises. The City may not proceed with any alterations or construction until it has received written approval of its proposed plans from Footprint. Footprint's -4 - 00432133.DOCx/ approval of the proposed work does not relieve the City of any of its obligations hereunder. Footprint's approval shall in no way constitute an engineering or other certification as to the adequacy of the drawings or plans. 4. COORDINATION WITH FOOTPRINT ACTIVITIES. The City acknowledges that Footprint requires the use of the Footprint Wharf for Fuel Deliveries and Construction/Demolition Activities. In order to ensure that the use by the City of the Licensed Premises does not interfere with the foregoing required activities by Footprint, the City's use of the Licensed Premises shall be subject to the following additional requirements: a. Footprint has provided the City, in connection with the execution of this agreement, a list of Footprint's projected use of the Footprint Wharf for the remainder of calendar year 2013 (the"Footprint Use Schedule"). Footprint shall, from time to time, notify the City of any changes to the Footprint Use Schedule, including additions to or subtractions from such schedule. b. The City shall not be entitled to use the Footprint Wharf nor shall it schedule the docking of any cruise ships at Footprint Wharf during any times that conflict with Footprint's Use Schedule (as such may have been updated from time to time). c. After it reviews the Footprint Use Schedule, the City shall provide Footprint with a schedule of the City's projected use of the Footprint Wharf for cruise ship or visiting passenger or Good Will vessel dockings during the remainder of calendar year 2013 (the"City Docking Schedule"). The City shall also provide Footprint, from time to time, with notice of any changes to the City Docking Schedule. In addition,to the extent not already reflected in the City Docking Schedule,the City should provide Footprint with at least 30 days prior written notice of the proposed docking of any vessel with a length of 100 feet or greater. d. In consultation with the City,Footprint agrees to coordinate the Footprint Use Schedule, to provide City with as much flexibility as possible for the use of the Footprint Wharf for cruise ship or visiting passenger or Good Will vessel docking purposes;provided, however, Footprint shall be under no obligation to modify the Footprint Use Schedule. e. To the extent that any vessel utilizing the Footprint Wharf under the license granted under this Agreement to the City does not vacate the Footprint Wharf in time to permit the use the Footprint Wharf by Footprint, or its designees for a previously scheduled use under the Footprint Use Schedule, then the City shall be responsible for all costs incurred by Footprint due to such delay including, without limitation, all overtime and demurrage costs or fees assessed against - 5 - 00432133.DOCX/ Footprint or its contractors, operators, or vessel owners or operators in connection with such delay (collectively, the"Delay Charges"). The City shall reimburse Footprint for any Delay Charges within 30 days of a written request therefor from Footprint(which request shall include any invoices or other evidence that details such Delay Charges). 5. PAYMENTS OF UTILITIES AND OTHER COSTS. Footprint will not charge the City with any fee for the City's use of the Licensed Premises. However, the City or Footprint will be responsible for the following costs: a. Utilities. The City shall pay directly to the proper authorities charged with the collection thereof of all charges for water, sewer, gas, oil, electricity,telephone and other utilities or services used or consumed by the City on the Licensed Premises during the Term, whether designated as a charge,tax, assessment, fee or otherwise, including,without limitation, water and sewer use charges and taxes, if any, all such charges to be paid as the same from time to time become due. It is understood and agreed that the City shall make its own arrangements for the installation or provision of all such utilities provided that the provision of such utility services shall be done above ground unless underground utilities are approved in writing by Footprint after the City has given notice and received the approval required by Section 3 (c) of this Agreement. Footprint shall be under no obligation to furnish any utilities to the Licensed Premises and shall not be liable for any interruption or failure in the supply of any such utilities to the Licensed Premises; b. Taxes. Footprint shall remain responsible for the payment of real estate taxes for the Licensed Premises, c. Maintenance Costs. Footprint shall have no responsibility for maintaining the Footprint Wharf except to the extent it deems necessary for its own purposes including Fuel Deliveries and/or Construction/Demolition Activities. If maintenance costs necessary to support the City's activities exceed those incurred by Footprint pursuant to the foregoing sentence, Footprint may terminate this Agreement unless the City is willing to pay such additional maintenance costs. The City shall be responsible for any costs necessary to maintain or upgrade the Footprint Wharf for use by cruise ships and for all maintenance costs in connection with the Walkway. d. Dredging. The City has made an independent determination that the channel adjacent to the Footprint Wharf is of sufficient depth to accommodate cruise - 6 - 00432133 DOCX/ ships. To the extent that additional dredging is required, the cost of such dredging shall be at the City's sole cost and expense. e. Review Costs. To the extent that Footprint is required to engage any third party professionals, including architects or engineers, to review any proposed alterations or improvements to the Licensed Premises,the City will reimburse Footprint for the cost of such services within 30 days of receipt of a written request therefor(which request shall include any invoices or other evidence that details such charges) . Footprint shall provide the City with a description of the scope of any professional review services and an estimate of the anticipated costs prior to undertaking any such review work ; E Security Costs. The City shall be responsible for all security costs in connection with its activities within the Licensed Premises,including without limitation, any police details or customs or immigration officials. Footprint shall have no liability for the safety of any passengers embarking or disembarking any vessel at the Footprint Wharf or utilizing the Walkway; and g. Enforcement Rights.To the extent that Footprint incurs any costs in enforcing its rights under this Agreement, including, without limitation, reasonable attorneys fees,the City will reimburse Footprint for the cost of such services within 30 days of receipt of a written request therefor from Footprint(which request shall include any invoices or other evidence that details such charges).To the extent that the City incurs any costs in enforcing its rights under this Agreement, including, without limitation, reasonable attorneys fees, Footprint will reimburse the City for the cost of such services within 30 days of receipt of a written request therefore from the City (which request shall include any invoices or other evidence that details such charges). 6. ENVIRONMENTAL. (a) The City Acknowledgment. The City acknowledges that there have been historic releases of Hazardous Materials on the Licensed Premises and that the Licensed Premises are subject to ongoing monitoring by Footprint. The City shall not use the Licensed Premises in any way that violates the AUL or adversely affects or interferes with Footprint's regulatory obligations, including,without limitation, all requirements of MDEP related to the Massachusetts Contingency Plan #RTN-3-21067 applicable to the Licensed Premises (the "MCP - 7 - 00432133.DOCX/ Site"), nor shall the City take any action that exacerbates any pre-existing environmental contamination. (b) Use of Hazardous Materials. The City represents and warrants that it will not on, about, or under the Licensed Premises, make, treat, store, use or dispose of any Hazardous Materials. "Hazardous Materials" as used herein shall include, without limitation, all pollutants chemicals, petroleum, crude oil or any fraction thereof, hydrocarbons, radioactive materials, polychlorinated biphenyls (PCBs), asbestos, asbestos-containing materials and/or products, urea formaldehyde, or any material substances which are classified as"hazardous" or "toxic"under any Applicable Laws related to the environment, human health, safety or welfare. (c) No Discharge; Removal;Remediation. The City shall not release, leak, spill or discharge any Hazardous Materials in, on or under the Licensed Premises. The City shall be responsible at its own cost and expense for the removal and remediation, including, without limitation, all costs and consultants, attorneys, monitoring or site restoration related to any removal or remediation of any Hazardous Materials that are after the date hereof brought onto or released at the Licensed Premises to the extent said costs arise out of the City's use or occupancy of the Licensed Premises during the Term, including, without limitation, any discharges or releases from any vessels or from the bilge pumps of any vessels using the Footprint Wharf. This removal requirement shall not apply to the pre-existing environmental contamination on the Licensed Premises except to the extent that any of the City's actions exacerbate the contamination, increase the likelihood of contamination exposure to receptors, or involve the excavation of contaminated soils. (d) Nuisance. The City acknowledges that the Licensed Premises is located in an industrial area and adjacent to Footprint's Station. Footprint shall have no liability or responsibility for any damage suffered by the City or its employees, agents, customers, guests or invitees on the Licensed Premises as a result of any odors, emissions, noise, dust or debris emanating from the Station or from any other actions whatsoever at the Station. 7. INSURANCE (a) Types of Coverage. The City shall maintain at its sole cost and expense the following insurance on the Licensed Premises: - 8 - 00432133.DOCX/ (i) Commercial general liability insurance with a total limit of at least $2,000,000 per occurrence (occurrence form policy). Such insurance shall include, but not be limited to, specific coverage for: (a) contractual liability encompassing the Article entitled Indemnity; (b) personal injury and property damage liability; and (c) products and competed operations liability. (ii) Worker's compensation insurance covering all persons employed by the City on the Licensed Premises in connection with any work done on or about any of the Licensed Premises, Including the U.S. Longshore and Harbor Workers Compensation Act endorsement; (iii) Employers liability insurance with a total limit of at least $2,000,000 each accident for bodily injury by accident and $2,000,000 each employee for bodily Injury by disease, including the Maritime endorsement with Jones Act coverage if vessels are used; and (iv) If vessels are used, Protection and Indemnity insurance of at least $20,000,000 each occurrence, including coverage for injuries to or death of Masters, mates or crew. (b) Company Requirements. The insurance required by this paragraph shall be written by companies having an A.M. Best rating of at least A-NIII. All companies providing insurance required by this paragraph shall be authorized to do insurance business in the Commonwealth. (i) The policies shall be for a term of not less than one year, and shall (except for worker's compensation and employers liability insurance)name Footprint as an additional named insured. The amount of insurance required above may be satisfied through the purchase by Carrier of a separate excess umbrella liability policy together with lower limit primary underlying insurance. The City agrees and, to the extent permitted under its applicable policies of insurance, will require its insurers to agree that coverage afforded Footprint as additional insured by each of these policies is primary with respect to any other similar insurance or self-insurance maintained by Footprint. The coverages required above shall provide that, except for the limits of insurance, the insurance shall apply separately to each insured against whom a claim is made or suit is brought. (ii) If such insurance or any part hereof shall expire, be withdrawn, become void by breach of any condition thereof by the City or otherwise become void,the City shall immediately obtain new or additional insurance reasonably satisfactory to Footprint. 9 00432133 DOCX/ 7. DEFAULT. The occurrence of any one or more of the following events shall constitute an Event of Default by the City under this Agreement: a. The City's failure to duly perform and observe, or the City's violation or breach of, any other provision hereof if such failure shall continue for a period of ten (10) days after notice thereof is given by Footprint; or b. If Footprint, after application to the Federal Energy Regulatory Commission, receives a determination that this Agreement will adversely affect Footprint's status as an "Exempt Wholesale Generator," c. Beginning on January 1, 2018, the City's failure either(a)to make use of the License for the docking of cruise ships and other visiting passenger or Good Will vessels resulting in the embarkation and disembarkation of passengers during any consecutive period of twelve(12)months or(b)to propose a terminal development program to Footprint; 8. REMEDIES. After the occurrence of an Event of Default under this Agreement, Footprint may terminate this Agreement by written notice to the City specifying a date therefor, which shall be immediate if the Event of Default specified in Section 7(b) occurs, and for any other Event of Default, shall be no sooner than thirty(30) days following the date of such notice to the City, and this Agreement shall then terminate on the date so specified as if such date had been originally fixed as the expiration date of the Term. In the event of such termination because of default, Footprint shall be entitled to recover from the City any losses or damages(whether direct, indirect, consequential or special) incurred by Footprint due to the City's Event of Default. 9. NOTICES. All notices, demands, requests, consents, approvals, offers, statements and other instruments or communications required or permitted to be given pursuant to the provisions of this Agreement(collectively"Notice"or"Notices") shall be in writing and shall be deemed to have been given for all purposes (i) three(3) days after having been sent by United States mail, by registered or certified mail, return receipt requested, postage prepaid, addressed to the other party at its address as stated below, or(ii) one(1) day after having been sent by Federal Express or other nationally recognized air courier service,to the addresses stated below: - 10 - 00432133.DOCx/ Footprint: Footprint Power LLC 1]40 Route 22 East, Suite 303, Bridgewater,NJ 08807 Attention: President With a Copy to: Douglas M. Henry Sherin and Lodgen LLP 101 Federal Street Boston, MA 02110 The City: Office of the Mayor City Hall 93 Washington Street Salem, MA 0197 With a Copy to: City Solicitor City Hall 93 Washington Street Salem, MA 01970 10. SURRENDER. Upon the expiration or earlier termination of this Agreement,the City shall peaceably leave and surrender the Licensed Premises in good condition and, if so requested by Footprint shall remove any improvements constructed thereon by the City. The City's personal property not removed at the expiration of the Term or within thirty (30) days after the earlier termination of the Term for any reason whatsoever shall at the discretion of Footprint become the property of Footprint, or Footprint may thereafter cause such property to be removed from the Licensed Premises at the sole cost and expense of the City. Footprint shall not in any manner or to any extent be obligated to reimburse the City for any property that becomes the property of Footprint in the manner set forth in the proceeding sentence. Upon such expiration or earlier termination of the Term hereof, no party shall have any further rights or obligations hereunder except as specifically provided herein. 11.ACCESS. Footprint and its authorized representatives shall have the right to enter the Licensed Premises at all times for the purpose of inspecting the same or for the purpose of doing any work required under the MCP, and may take all such action - 11 - 00432133.Docw thereon as may be necessary or appropriate for any such purpose or as may be required under Applicable Law. 12. INDEMNIFICATION. To the maximum extent permitted by law,the City agrees to defend, pay, protect, indemnify, save and hold harmless Footprint from and against any and all liabilities(including liabilities based on a theory of strict liability), losses, damages, penalties, costs, expenses (including reasonable attorneys' fees and expenses), causes of action, suits, claims, demands orjudgments of any nature (collectively"Losses")whatsoever, however caused, arising from the use, non-use, occupancy, condition, design, construction, maintenance, repair or rebuilding of any of, or otherwise relating to,the Licensed Premises, (i) for any injury to or death of any person or persons or any loss of or damage to any property; real or personal, in any manner arising therefrom connected therewith or occurring thereon, (ii) for any costs or expenses or increase in costs or expenses incurred by or imposed on Footprint, other than taxes,that would not have been so incurred or imposed but for this Agreement or the exercise or non-exercise of rights hereunder and (iii) for any breach of the terms or conditions of this Agreement, including without limitation, the City's obligations under Section 6, whether or not Footprint has or should have knowledge or notice of the defect or conditions, if any, causing or contributing to such Losses. In case any action or proceeding is brought against Footprint by reason of any such Losses, the City covenants upon written notice from Footprint requesting the same to defend Footprint in such action with counsel satisfactory to Footprint, with the expenses of such defense paid by the City, and Footprint will cooperate and assist in the defense of such action or proceeding if reasonably requested to do so by the City. The obligation of the City under this paragraph shall survive any termination of this Agreement. 13.MISCELLANEOUS. a. NO WAIVER.No delay or failure by either party to enforce its rights hereunder shall be construed as a waiver, modification or relinquishment thereof. b. SEVERABILITY. If any term or provision of this Agreement or the application thereof to any provision of this Agreement or the application thereof to any persons or circumstances shall to any extent be invalid and unenforceable,the remainder of this Agreement, or the application of such term - 12 - 00432133.DOM or provision to person or circumstances other than those as to which it is invalid or unenforceable, shall not be affected thereby, and each term and provision of this Agreement shall be valid and shall be enforced to the extent permitted by law. c. MODIFICATION.This Agreement may be modified, amended, discharged or waived only by an agreement in writing signed by both parties. d. COUNTERPARTS.This Agreement may be executed in several counterparts, which together shall be deemed one and the same instrument. e. GOVERNING LAW. This Agreement shall be governed by and construed according to the laws of the Commonwealth of Massachusetts. - 13 - 00432133.DOCX/ IN WITNESS WHEREOF, Footprint and the City have caused this instrument to be executed under seal as of the day and year first above written. WITNESS: FOOTPRINT: Footprint Power Salem Harbor Real Estate LP By: Footprint Power SH RealCo GP LLC, Its Managing Member By: Footprint Power GP LLC, Its Managing Member By: Footprint Power LLC, Its Managing Member By: Its: THE CITY: City of Salem By: Kimberley Driscoll Its: Mayor - 14 - 00432133 DOM Approved as to Form Only: Elizabeth Renard, City Solicitor EXHIBIT A As-Built Plan - 15 - 00432133.DOCX/ EXHIBIT B Sketch of Walkway Location - 16 - 00432133 DOCX/ 16 -00432133.DOCX/ QTY OF SALEM SALEM PORT EXPANSION-MARINE TERMINAL MODIFICATIONS PROJECT NARRATIVE APRIL 2014 Appendix E-Project Plans BOURNE CONSULTING ENGINEERING PAGE 21 OF 21 BCE#329061, I Commonwealth ofMa ssa ch usetts 4c�\ Division of Marine Fisheries 30 Emerson Ave. Gloucester, MA 01930 If Paul J.Diodati (978)282-0308 Director fax (617)727-3337 Deval Patrick Governor Timothy P.Murray Lt. Governor May 8, 2014 Richard K. Sullivan,Jr. Secretory Mary B. Salem Conservation Commission Commissioner Salem City Hall Attn: Tom Devine tdevine@salem.com 93 Washington Street tdevine@salem.com MA 01970 Dear Commissioners: The Massachusetts Division of Marine Fisheries(MarineFisheries)has reviewed the Notice of Intent submitted by the City of Salem for Phase II of the Salem Port Expansion—development of a commercial marina for fishing vessels at 10 Blaney Street in Salem. Dredging for the commercial marina will include 46,950 sf of subtidal dredging and 300 sf of intertidal dredging. The project also includes construction of a floating dock and 26 mooring piles. Below we provide comments and recommendations on the project's impact to marine fisheries resources and habitats. Salem Harbor provides essential forage habitat for a variety of fish and invertebrate species including alewife(Alosa pseudoharengus),blueback herring(Alosa aestivalis),rainbow smelt(Osmerus mordax), American eel (Anguilla rostrata),white perch(Morone americana),Atlantic tomcod(Microgadus tomcod),Atlantic cod(Gadus morhua)and American lobster(Homarus americanus). It is also habitat for the forage,spawning, and early development of winter flounder(Pseudopleuronectes americanus) an important recreational and commercial species currently in decline according to state and federal assessments. Soft shell clams(Mya arenaria)and blue mussel (Mytilus edulis)have been mapped by MarineFisheries within the project footprint. • The City of Salem has reduced the amount of intertidal dredging from the original proposal presented in 2008. This is a big improvement over the previous design. • We recommend a time of year restriction for in-water, silt-producing work from February 15 to June 30 of any year to minimize impacts to vulnerable fisheries species. • It isn't entirely clear how the sheet pile wall around the landing float will function and we recommend further review of this element to ensure that it will not result in scour and erosion of the intertidal flat. Please see pictures below of a similar wall separating intertidal from a dredged area in Lynn. In Lynn the wall resulted in turbidity plumes and erosion of the mudflat behind the sheetpile. • Development of the commercial fishing berth may bring an increase in boat sewage that will need to be managed. Currently the City maintains a pump-out boat for recreational boaters. An additional pump out facility may be needed to accommodate new commercial vessels. • Wash water used to rinse the fishing vessels and their gear should be sufficiently treated to prevent the spread of invasive marine species, as well as oil,fuel and cleaning chemicals that would otherwise enter the harbor untreated. This should be part of a marina management plan. • Mitigation for intertidal impacts may be required by municipal, state and federal permitting agencies, but please note there is currently no in Lieu Fee program at the Corps,therefore each project must develop individual mitigation plans. Thank you for considering our comments. Please contact me at our Gloucester office at(978)282-0308 x. 168, should you have any questions about this review. Sincerely, N. Tay Evans Marine Fisheries Biologist and Technical Review Coordinator HF341+bP`C 1 Sheet pile wall in intertidal at Blossom Street, Lynn, MA Commonwealth of Massachusetts LitExecutive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02106.617-292-5500 Charles D.Baker Governor Matthew A.Beaton Secretary Karyn E.Polito - - erg Lieutenant Governor Martin o Commissioner December 7, 2015 Kathleen WinnRECf^ N"" City of Salem DPCD " " 120 Washington Street Gr 0 2,115 Salem, Massachusetts 01970 DEPT OF PLANNING& COMMUN!7'DEVELOPMENT RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE #14026 Salem Commercial Marina and Dredging— 10 Blaney Street Flowed Tidelands of Salem Harbor, Salem, Essex County Dear Ms. Winn: The Department of Environmental Protection hereby issues the above-referenced Waterways License,.enclosed, authorizing you to perform certain activities pursuant to M.G.L. Chapter 91, the Public Waterfront Act and the Waterways Regulations at 310 CMR 9.00. Any change in use or alteration of any structure or fill not authorized by this License shall render this License void. ----- - ---RECORDING.OF THE-LICENSE This License must be recorded at your County Registry of Deeds or, if registered land, with the Land Registration.Office within sixty (60) days from the date of license issuance. Failure to record this License within sixty (60) days of the date of issuance will render this License void pursuant to 310 CMR 9.18. A Waterways License Recordation Notice Form has been enclosed for your use in notifying the Department of the recording information for this License. Failure to notify the Deparmt6nt of the recording of this License is a violation of 310 CMR 9.00 and is subject to enforcement action by the Department. REQUEST CERTIFICATE OF COMPLIANCE Pursuant to 310 CMR 9.19, once the project authorized under this License is completed you must file a Request for aCertificate of Compliance (Form BRP WW05) within 60-days of completion, but in no event later than five (5) years from the License's issuance date. The This information is available in alternate format Cali Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.Try#MasSRelay service 1-600-439-2370 MassDEP Website:wmvnnass.9ov/dep - Printed on Recycled Paper J license for any project for which such a request is not filed and certificate issued may be revoked pursuant to 310 CMR 9.26. Please feel free to contact Frank Taormina of the Waterways Regulation Program at (617) 292- 5551 or at frank.taorminaastate.ma.us if you have any questions pertaining to the recording of your Waterways License or Certificate of Compliance. Sincerely, Ben Lynch Program Chief Waterways Regulation Program Cc: Mayor Kimberley Driscoll, City of Salem Salem City Council Salem Planning Board Salem Conservation Commission Salem Harbormaster Massachusetts Division of Marine Fisheries WRP File Ecc: Ron Bourne,Bourne Consulting Engineers Enc:Waterways License#14026 _.Notification.of_Waterways License.Recording Form - - - - --.— -- -- - ---- ----.- Frank Taormina Department of Environmental Protection Waterways Regulation Program 1 Winter Street, 5th Floor Boston, Massachusetts 02108 RE: NOTIFICATION OF RECORDING CHAPTER.91 WATERWAYS LICENSE #14026 Salem Commercial Marina and Dredge—10 Blaney Street Flowed Tidelands of Salem Harbor, Salem, Essex County Dear Mr. Taormina: This is to notify you that the above referenced Waterways,License was recorded with the appropriate Registry of Deeds/ Land Court for this project location and to provide your office with the following recordation information. Date Recorded: County Registry of Deeds/Land Court: Book Number Page Number(s) i I will apply for a Certificate of Compliance with your office when the authorized work or change - in use is completed. Sincerely, Chapter9l Waterways Licensee LICENSE VOID IF NOT RECORDED WITHIN 60 DAYS OF ISSUANCE The Commonweidth of Wassafiusetts NO. 14026 ` ffl fiaS, The City of Salem of -- Salem -- in the County of -- Essex -- and Commonwealth aforesaid, has applied to the Department of Environmental Protection for license to -- construct and maintain a 6,165 square foot commercial marina and the dredging and offshore disposal of 13,565 cubic yards of dredged material, as further detailed below ------------------------------------------------------------------------=------------------- - F and has submitted plans of the same; and whereas due notice of said application 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----- City of Salem -- 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 -- construct and maintain a 6,165-square-foot commercial marina consisting of 29 mooring piles, 1 gangway, and 19 floats of varying sizes as depicted on Sheet 2 of 3 of License Plan No. 14026, and installation and maintenance of a sheet pile wall as depicted on Sheet 3 of 3 of said Plans. Also, dredging a 46,950-square-foot sub-tidal area to a depth of-9 feet mean low water(MLW) with-1 foot overdredge and a 300-squarefoot inter-tidal area to a depth of'-3 feet MLW with a -1 foot overdredge as depicted on Sheet 2 of 3 of said plans, resulting in a total of 13,565 cubic yards of dredged material to be disposed offshore at the Massachusetts Bay Disposal Site ---------------------------------------------------------------------------------- Salem Commercial Marina and Dredging Page 2 of 7 Waterways License N2:14026 Specific Legislative Authorizations and Licenses issued previously at the project site include: Harbor and Lands Commission License No. 3615 issued in 1911, Department of Public Works (DPW) License No. 174 issued in 1921, DPW License No. 4548 issued,in 1962, Department of Environmental Protection (DEP) License No. 4916 issued in 1996, and DEP License No. 10973 issued in 2006. These authorized structures and fill shall be maintained in accordance with the terms and conditions of said licenses and plans. The structures authorized hereby shall be limited to the following uses: commercial docking facility and boat access to navigable waters. The structures authorized pursuant to this License are valid for an unlimited term pursuant to 310 CMR 9.15(1)(c). The dredging component of this project is only valid for a term of five (5) years from the date of issuance. This License is subject to the following Special Conditions and Standard Conditions: Special Condition 1: Issuance of this authorization does not relieve the Licensee of the obligation to comply with all other applicable State or Federal statutes or regulations. Any changes made to the project as described in Waterways License Application No. W14-4148, License Plan No. 14026, or supplemental documents will require further notification and approval by the Department in' accordance with 310 CMR 9.22(3)or 9.24. Special Condition 2: The Licensee shall adhere strictly to the conditions, plans; and referenced documents in the Water Quality Certification No. X262080. Special Condition 3: The Licensee, or its contractor, shall 'not perform any in-water sediment producing work during the time of year restrictions, from January 15th to June 30th and from May 1 st to September 30th of any year, as required by the Massachusetts Division of Marine Fisheries and the National Marine Fisheries Services in order to protect spawning and juvenile development of marine fisheries resources.The installation,of mooring piles authorized pursuant hereto can occur during said time of year restrictions. Special �Condition 4: Licensee shall notify the Brewer Hawthorne Cove Marina, the Salem Harbormaster, and the Department in writing at least three (3) days prior to commencement of dredging activities of the start date, duration, and a brief description of the dredging operation. Special Condition 5: Dredging shall be performed by mechanical means and conducted in a manner Salem Commercial Marina and Dredging Page 3.of 7 Waterways License N2:14026 that will cause no unnecessary obstruction with vessel navigation. Special Condition 6: Licensee shall utilize the United States Army Corps of Engineers methods and procedures to document dredge origin, transport, and disposal of dredged material at the approved offshore disposal site. Special Condition 7: After completion of the work hereby authorized, the Licensee shall furnish to the Department a suitable plan showing the depths at mean low water over the area dredged. Special Condition 8: No maintenance dredging is permitted under this License. Special Condition 9: The Department authorizes a reconfiguration zone within the commercial marina area, as depicted on Sheet 2 of 3 of License Plan No. 14026. Accordingly, the reconfiguration of any licensed docking facility structures, including pile or bottom anchored floats, finger piers, mooring piles, etc., within the reconfiguration zone may be authorized without further licensing provided the Licensee adheres to the provisions at 310 CMR 9.39(1)(b). Special Condition 10: 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 to the Department thirty (30) days prior to the end of the construction period, a written request,to extend the period and provides adequate justification for said extension. Special Condition 11: This License and accompanying plans shall be recorded at the Registry of Deeds within the chain of title of the affected properties within sixty (60) days of the date of issuance, - - pursuant to 310 CMR 9.18. Failure to record the License and accompanying plans within sixty(60)days will render said License void. Special Condition' 12: All structures authorized under this License shall be constructed to meet the Engineering and Construction Standards pursuant to 310 CMR 9.37 and 9.39. Special Condition 13: The Licensee shall allow agents of the Department to enter the Project Site to. verify compliance with the conditions of this License. Special Condition 14: Within sixty(60),days of completion of the licensed project,the-Licensee shall request in writing that the Department issue a Certificate of Compliance in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a.registered professional engineer licensed in the Commonwealth that the project was completed in accordance with the License. Salem Commercial Marina and Dredging Page 4 of 7 Waterways License X2:14026 Please see following Standard License Conditions on Page 5 and following Standard Dredging Conditions on Page 6 Duplicate of said plan, License No. 14026, 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. i Salem Commercial Marina and Dredging Page 5 of 7 Waterways License N2:14026 STANDARD WATERWAYS LICENSE CONDITIONS 1. Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform to all terns and conditions stated herein. i 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 j 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, M.G.L.Chapter 131, §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. 9. This License authorizes structure(s)and/or fill on: XPrivate 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. XCommonwealth 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 water mark. 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. Navigable River or Stream - The Licensee shall not restrict the public's right to use and to pass freely, for any lawfd.purpose, in the waterway. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this license. 10. 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. . Salem Commercial Marina and Dredging Page 6 of 7 Waterways License.Ns:14026 STANDARD WATERWAYS DREDGING CONDITIONS 1. This Waterways License is issued subject to all applicable federal, state, county, and municipal laws, ordinances, bylaws, and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act, M. G. L. Chapter 131, §. 40. In particular, this issuance is subject to the provisions of Sections 52 to 56, inclusive, of Chapter 91 of the Federal Laws, which provides, in part, that the transportation and dumping of the dredge material shall be done under the supervision of the Department, and,when.required,the permittee shall provide at his/her expense a dredge inspector approved by the Department. When said inspector is required,a report certified by the dredge inspector shall be submitted to the Department within 30 days after the completion of the dredging. The report shall include daily logs of the dredging operation indicating volume of dredge material,point of origin,point of destination and other appropriate information. 2. This Waterways License is issued upon the express condition that the dredging and transport and disposal of dredged material shall be in strict conformance with the Water Quality Certificate NR: X262080 issued by MassDEP on July 23, 2015. 3. All subsequent maintenance dredging and transport and disposal of this dredged material during the tern of this License shall conform to all standards and conditions applied to the original dredging operation performed under this License. 4. The dredging under this License shall be conducted so as to cause no unnecessary obstruction of the free passage of vessels. In doing-the dredging authorized, care shall be taken to cause no shoaling.If,however,any shoaling is caused,the Licensee shall, at his/her expense, remove the shoal areas. The permittee shall pay all costs of supervision, and if at any time the Department deems necessary a survey or surveys of the area dredged,the permittee shall pay all costs associated with such work. 5. Nothing in this License shall be construed to impair the legal rights of any person, or to authorize dredging on land not owned by the Licensee without consent of the owner(s)of such property. 6. The Licensee shall include in any contract with any person or other legal entity to perform dredging services,.a provision requiring said person or legal entity to assume and pay all claims and demands arising in any manner from the work authorized herein, and shall save harmless and indemnify the Commonwealth of Massachusetts, its officers, employees,and agents from all claims,suits,damages,costs and expenses incurred by reason thereof. 7. Whosoever violates any provision of this License shall be subject to a fine of up to $25,000 per day for each day such violation occurs or continues,or by imprisonment for not more than one year, or both such fine and imprisonment; or shall be subject to civil penalty not to exceed$25,000 per day for each day such violation occurs or continues. 8. After completion of the work hereby authorized, the Licensee shall furnish to the Department a suitable plan showing the depths at mean low water over the area dredged. Salem Commercial Marina and Dredging Page 7 of 7 Waterways License N2:14026 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 -- City of Salem -- by paying into the Treasury of the Commonwealth --two dollar and zero cents ($2.00) -- for each cubic yard so displaced, being the amount hereby assessed by said Department -- ($0.00, exempt pursuant to 310 CMR 9.16(4)(a)). 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 i the date hereof, at the Registry of Deeds for the -- South District--of the County of--Essex-- i i IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this 7th day of December in the year two thousand and fifteen. Commissioner Program Director Department of Environmental Protection Section.ChiefVVVW-W k.000 THE COMMONWEALTH OF MASSACHUSETTS This license is approved inconsideration of the payment into the treasury of the Commonwealth by the said -- City of Salem -- the further sum of--'zero dollars and zero cents ($0.00, exempt pursuant to 310 CMR 9.16(4)(a)) --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 kJ n W 2 D n LIST OF PRION NSEg — O � D � _ LICENSE N0. 3615, 1911, BUILD A SEAWALL & FILL SOLID IN SALEM HARBOR Dem x 4 LICENSE NO. 174, 1921, BUILD & MAINTAIN A SEAWALL & PILE & TIMBER z -0 W Z BULKHEAD & TO SOLID FILL IN SALEM HARBOR. _ O r Z D O N LICENSE NO. 4548, 1962, DREDGE BASIN, PLACE FILL, * BUILD A RIP RAP IN SALEM HARBOR. Z.�l.m •'� W 2 D LICENSE NO. 4916, 1996, PLACING & MAINTAINING FILL IN & AND OVER SALEM HARBOR. C7 > C7 LICENSE NO. 10973, 2006, TIMBER PLATFORMS, GANGWAYS, AND STEEL FLOATS BOO] - Zr- 0 i, _ O � z G7 N A z „ N � FOOTPRINT POWER R REAL ESTATE�P m > O ':D SALEM OF RIPRAP HARB,. .��< IF LLE ` TOE D . Z i`' t-i- - :SA _ TOE OF RJPRAP z «+ � COASTAL BANK J.Lj , c J m D Z z -�j O o C••) 4 � ` ' HWS :. �' `�, ,1 Q - (A � � '- ® . ...-: MLW .....LA � Cj ' ! i a` L - OEEP,N>'TiRUCTpRES „& �REOGIIJG PREVIOUSLY PERMITTE c> m TPE SOF RIPRAP i COASTAL BEACH UNDER `©EP iLC. .NO 12421 Z O + 3 yd ,SII a o -rs} v I - , ,Z, .I�;• .:' FLOWED ��i ��•! + } SALEM HARBOR-" , I. 1 TIDELANDS �y:'+:Q� �-\J J ati RECE ' � ..'.- - w EY • Z :._�\'.. e• - �j� . ' �, ✓'fin �t .-)••. HAWTHORNE COVE MARINA IJ IJ 13 (BHCM INC)if x > 41 o - o m x i�Ri) O+. '{'.+ � �5 ' Q o rlj �E I a � ! ' s FOOTPRINT POWER L ESTATE LP SALEM HARBOR RDA RIPRAP TOE OF , o PROPOSED 60'X4' CLEAR GANGWAY —� _.__PROPOSED 25'X8' FLOAT _ I �Jr Ii ` DREDGE TO -3 W/ 1' OVERDREDGE / 00 00 0 00 0ug0og00q0oq0oqo0qo0q00qooq00q0oq0op0oqo0 00 00 00 A o 00 00 o a0 00 0 00 00 o E r°o PROPOSED 40'X10' FLOATS 3, Z4R N X019678.311 - ZOCt N 3019945.43 33 t E 823137.90 A . � °iTOE OF E 822892 09 320' e ; �f , m o a II Q. 9 I PROPOSED 40'X4' FLOATS r J ,' r E 822 89 c04 -� 30 X30 FLOATS j 1�, err N 3olssas.a3 dr 0. ✓ ✓ �' 328y' E 823099.79 '1 - ;97 t • A �t� SAIEM 4-1AR60'R -„- 0 182't iu' -,• ,-. '�' A0 x6 F)r, T X11 . 128 `30 USACE BUFFER —f pROpOSED DREDGE .AREA TO 9 MOORING 'PILE (TYP) ,r A6 REOUIREt) 152't PLUS 1 OVERDREDG (47;250 SF)rI rf; - w 1 - I N 3015831.14 ® c PROPOSED 40'X6 FLOATS O : t E azzezo 00 FLOWED _ - �I L: � � �- �<.--- �' � � TIDELAND �� � ZOR 'Id 3015'6p9 96 O� S x' [ ZONE OF TOE OF DREDGE SLOPE `3 ZOR 'k 30183130 / RECONFIGURATION' ZQR)' E `622796:68 ffgTOPOF .DREDGE SLOPE (7YP) ZOR E 822889 4 m + HCHORNE COVE MARINA --ZO --301576582OT AR9 6165 SO IFf� O k OAPILES `y T r i n r u rn Off. 10' WIDE. 5' (1.5) BUFFER 14"0 STEEL PIPE PILE 26 WALKWAY- PER DEPTH REQUIRED - _RESTRICTION €L. +20;0- 30' SQUARE FLOAT ABOVE _ RESOURCE AREA ISTING MUOUNE - e SENSITIVE RESOURCE AREA MLW EL 0 0 MLW.F1 11.0. _ /-------------------------------------- � "/.3 EL —6 0 - Y o �20 0"—"'� - - USACE.REQUIRED.BUFFER 30—O"—�- PROPOSED DktYGE,DEPTH —9 ZONE FOR SENSITIVE (W% 1' OVERpREDEE) . .• -. RESOURCE AREA , PROPOSED SECTION s i PROPOSED GANGWAY SCALE:. 1"-20'-0" i i• --- BACK OF SHEETPILE-WALL - TOP EL. +4_0 24° (TYP.) EL +'4.0 El V+2'OS` r I® i � PROPOSED SHEET.PILE WALL — APPROX 60' MLW EL. 0.0 EL —3 O )C —C EXISTING MUOUNE EL. VARIES. - TipJ=L, TO, BE. CONFIRMED � "�' - RROP"D SEC I1I'ON 0 20 M: �f SCALE. 1 SCALE: 1"=20'—O" W o Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 RECEIVED. Charles D. Baker . . . ;: .. -. . . ,.. -.:r ' - � Matthew A.Beaton Governor + Secretary . ..,- .. KatyFEB 24 2016n E.Polito Martin Suuberg Lieutenant Governor DEPT. OF PLA NN NSo $ Commissioner COMMUNITY DEVELOPMENT February 22,2016 Kathleen Winn TRANSMITTAL#X262080 City of Salem DEP File#064-0567 120 Washington Street EEA# 14234 Salem, MA 01970 RE: 401 WATER QUALITY CERTIFICATION—AMENDMENT#2 Application for: BRP WW 07 WATER QUALITY CERTIFICATION FOR DREDGING—MAJOR PROJECT AT: 10 Blaney Street—Salem Salem Harbor Wharf Embayment North Coastal Watershed Dear Ms. Winn: The Department of Environmental Protection("MassDEP")has received your request,via your consultant Blake Peters,dated February 10,2016,to modify the previously issued 401 Water Quality Certification("401 WQC")Amendment# 1 for the above-referenced project. This modification is necessary to authorize a one-time incursion into the existing time of year("TOY")restriction so that the project may be completed this year. The changes to 401 WQC Amendment# 1 will be the modified conditions as follows: Modified Condition# 15. For the protection of winter flounder,no in-water or silt roducing work, including, but not limited to dredging, shall occur from March l n to June 30 Modified Condition#17. In-water and/or silt producing work shall occur from October hr to February 29d. In accordance with the provisionsof Section 401 of the Federal Clean Water Act as amended(33 U.S.C. §1251 et seg.),MGL c.21, §§ 26-53, and 314 CMR 9.00,MassDEP has determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards(3 14 CMR 4.00)and other applicable requirements of state law. This information is available in alternate format.CallMichelleWaters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay service 1$00-439-2370 MassDEP Website:w .mass.gov/dep Printed on Recycled Paper - 2 401 WQC Amendment#2—.Transmittal#X262080 This letter serves as Amendment#2 of 401 WQC Transmittal#X262080. All Conditions included in the original 401 WQC and Amendment# 1 for this project shall remain in force. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties,under MGL c.21 §42, 314 CMR 9.00,MGL c. 21A §16, 310 CMR 5.00,or other possible actions/penalties as authorized by the General Laws of the Commonwealth. Should you have any questions,please contact Derek Standish at(617)654-6611. Very truly yo Lealdon(ley Director Wetlands and Waterways Program cc: Salem Conservation Commission,City Hall,93 Washington Street,Salem,MA 01970 ecc:Ronald R.Bourne and Blake Peters,Bourne Consulting Engineering,PC,3 Bent Street,Franklin,MA 02038 Rachel Freed and Philip DiPietro,MassDEP—NERO,205B Lowell Street,Wilmington,MA 01887 Robert Boeri,Office of Coastal Zone Management,251 Causeway Street, Suite 800,Boston,MA 02114 Jilhan Carr and Tay Evans,Division of Marine Fisheries,30 Emerson Avenue,Gloucester,MA 01930 Brian Valiton and Alan Anacheka-Nasemann,Department of the Army,New England District,Corps of Engineers,696 Virginia Road,Concord,MA 01742-2751 Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker - - ,p�-�h a E E I V D Matthew A.Beaton Governor - 9 Secretary Karyn E.Polito 0Lt' 0 1 21)?a Martin Suuberg Lieutenant Governor DEPT. OF PLANNING 8 Commissioner COMMUNITY DEVELOPMENT - December 3,2015 Kathleen Winn TRANSMITTAL#X262080 City of Salem DEP File#064-0567 120 Washington Street EEA# 14234 Salem,MA 01970 RE: 401 WATER QUALITY CERTIFICATION—AMENDMENT# 1 Application for: BRP WW 07 WATER QUALITY CERTIFICATION FOR DREDGING—MAJOR PROJECT AT: 10 Blaney Street—Salem Salem Harbor Wharf Embayment North Coastal Watershed Dear Ms. Winn: The Department of Environmental Protection("MassDEP")has received your request,via your consultant Blake Peters,dated November 12,2015,to modify the previously issued 401 Water Quality Certification("401 WQC")for the above-referenced project. This modification is necessary to both authorize a new dredging technique and correct of a time of year("TOY")restriction. The changes to the original 401 WQC will be the modified conditions as follows: Modred Condition#8. Dredging shall be conducted using a closed, environmental bucket or an excavator. Modified Condition#15. For the protection of winter flounder,no in-water or silt producing work, including,but not limited to dredging, shall occur from February 15" to June 31P. Modified Condition#17. In-water and/or silt producing work shall occur from October in to February 14th. Modified Condition# 18. The applicant, or its contractor, shall make every feasible effort to complete the project within the permitted timeframe. Should the applicant,or their contractor, fail to complete the project and wish to request an amendment to the Certification for incursion into the no-dredge period,the written request shall be received by MassDEP by February 151. The following information shall be included in the request: This Information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#Mass Relay service 1$00-439-2370 MassDEP Website:v .mass.govldep Printed on Recycled Paper 2 401 WQC Amendment# 1—Transmittal#X262080 a. project location and transmittal number, b. the date on which dredging started, c. the number of daysand hours per day the dredge operated, d. expected daily average production rate and the actual daily average production rate, e. an explanation of why the project failed to remain on schedule, f. an account of efforts made to get the project back on schedule, g. a plan depicting the areas that remain to be dredged, It. the number of cubic yards that remain to be dredged, i. an accurate estimate of the number of days required to complete the project, j. an evaluation of the impact of continued dredging on the species of concern, k. a description of any efforts that will be made to minimize the impacts of the project on the species of concern,and a realistic assessment of any societal/financial effects of a denial of permission to continue dredging. MassDEP will share the information with other resource agencies and a decision to grant or deny the amendment shall be made by February 15th. Requests for amendment received after February 1'`will be considered at MassDEP's discretion. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended(33 U.S.C. §1251 et sem.),MGL c.21, §§ 26-53,and 314 CMR 9.00,MassDEP has determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards(314 CMR 4.00)and other applicable requirements of state law. This letter serves as an amendment of 401 WQC,Transmittal#X262080. All Conditions included in the original 401 WQC for this project shall remain in force. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties, under MGL c,21 §42,314 CMR 9.00, MGL c. 21A §16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. Should you have any questions,please contact Derek Standish at(617) 654-6611. PaIdon my yo l ,angley Director Wetlands and Waterways Program cc: Salem Conservation Commission,City Hall,93 Washington Street,Salem,MA 01970 ecc;Ronald R Bourne and Blake Peters,Bourne Consulting Engineering,PC,3 Bent Street,Franklin,MA 02038 Rachel Freed and Philip DiPietro,MassDEP—NERO,205B Lowell Street,Wilmington,MA 01887 Robert Boeri,Office of Coastal Zone Management,251 Causeway Street, Suite 800,Boston,MA 02114 Jillian Carr and Tay Evans,Division of Marine Fisheries,30 Emerson Avenue,Gloucester,MA 01930 Kevin R Kotelly,Department of the Army,New England District,Corps of Engineers,696 Virginia Road; Concord,MA 01742-2751 r{ 1 ' Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs LOne Winter Street Boston, MA 02108.617-292-5500 Department of Environmental Protection Charles D.Baker - - Matthew A.Beaton Governor Secretary Karyh E.Polito - Martin Suuberg Lieutenant Governor - - . . Commissioner July 23, 2015 Kathleen Winn TRANSMITTAL#X262080 City of Salem DEP File # 064-0567 120 Washington Street EEA# 14234 Salem, MA 01970 RE: 401 WATER QUALITY CERTIFICATION Application for: BRP WW 07 WATER QUALITY CERTIFICATION FOR DREDGING—MAJOR PROJECT AT: 10 Blaney Street—Salem Salem Harbor Wharf Embayment North Coastal Watershed Dear Ms. Winn: The Department of Environmental Protection("MassDEP")has reviewed your application for a Water Quality Certification("WQC"), as referenced above. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et seq.), MGL c.21, §§ 26-53, and 314 CMR 9.00, MassDEP has determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate.applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. The waters of Salem Harbor are designated in the Massachusetts Surface Water Quality Standards as Class SB. Such waters are intended "as habitat for fish, other aquatic life and wildlife, and for primary and secondary contact recreation." Anti-degradation provisions of these Standards require that "existing uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." In addition,this area has been designated for Shellfishing pursuant to 314 CMR 4.00. The above-referenced project involves the improvement dredging of approximately 13,565 cubic yards of sediment in the Salem Harbor Wharf Embayment for the creation of a commercial marina for local lobstermen and fishing boats. A 60 foot long gangway, 6,165 square feet of floating docks, 29 mooring piles, and a sheet pile wall will be installed as part of this project. The material will be removed via mechanical dredge and loaded onto dump scows,which will transport the spoils to the Massachusetts Bay Disposal Site("MBDS"). This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#Mass Relay Service 1-800-439-2370 MassDEP Website:www.mass.govidep Printed on Recycled Paper 2 401 WQC-Transmittal#X262080 Alternatives Analysis: This project is the next phase in the redevelopment of the North Commercial Waterfront and was included in the 2008 revision to the.Salem Port Expansion ("SPE") Project. The preferred alternative accepted by the Secretary of Energy and Environmental Affairs(the "Secretary")in the Environmental Notification Form("ENF") Certificate [EEA# 14234] issued on July 11, 2008 included 41,600 square feet of intertidal dredging. However, through avoidance,minimization, and mitigation efforts, the intertidal. impacts have been reduced from 41,600 square feet to 100 square-feet. ..:- - Sediment Sampling Data: For the SIF,Project, the ArmCorps of Engineers(the "Coips") issued a Suitability Determination on February 29, 2008 allowing the sediment to be disposed of at the MBDS. Since that determination is only valid for 3 years, an update was required before this project could proceed. On March 25,2105, the Corps issued an updated Suitability Determination once again approving the disposal of the sediment at the MBDS. In general, the results of the gradation analysis reveal that the sediment is primarily fine gravel and sand. Dredged Material Dewatering: The dredged material will not be dewatered at the dredge site. Dredged Material Disposal or Reuse: The dredged material will be disposed of at the MBDS. Rare Species and Wildlife Habitat: The site is not located within the Priority Habitat of Rare Species and Estimated Habitats of Rare Wildlife as indicated in the Massachusetts Natural Heritage Atlas, 13th Edition. Time of Year Restrictions for In-Water Work: In accordance with letters dated July 23, 2014 from the Division of Marine Fisheries ("DMF") and April 9,2015 from the National Marine Fisheries Service (" NIFS"),the Time of Year("TOY') restrictions for any in-water, silt- producing work associated with this project are from January 15 through June 30 and from May 1 through September 30. Public Notice: The 401 WQC Application public notice was published in the Salem News on July 25, 2014. No comments were received by MassDEP during the 21-day public comment period, which ended on August 15,2014. Section 61 Findings: Pursuant to M.G.L. Chapter 30, Sections 61 to 62H inclusive [the Massachusetts Environmental Policy Act("MEPA")],the project, as referenced in Water Quality Certification Application,DEP Transmittal#X262080,is a portion of the larger$PE Project that was required to file an ENF. The City of Salem(the"Proponent')filed the ENF for the construction of the SPE Project under EEA# 14234 and noticed the ENF in the Environmental Monitor(the"Monitor")on April 23,2008. In the Certificate issued on July 11,2008,the Secretary determined that the impacts of the SPE Project"did not warrant the preparation of an EIR,"that"no further.MEPA review is required,"and that"the proponent may resolve any remaining issues during the state and local permitting processes..".MassDEP has reviewed the findings in the ENF Certificate and confirms that based on the avoidance,minimization, and mitigation measures 3 401 WQC-Transmittal#X262080 undertaken by the Proponent, in conjunction with the requirements set forth in this Certification,all outstanding issues have been addressed satisfactorily. Therefore, based on information currently in the,record,MassDEP:grants a 401 Water- Quality Certification for this project subject to the following conditions to maintain water. quality, to minimize impact on waters and wetlands, and to ensure compliance with appropriate state law. MassDEP further certifies in accordance with.314 CMR 9.00 that there is reasonable assurance the projector,activity.will,be conducted in a manner which: - < will not violate applicable water quality standards (3-1+CMR 4.00) and other applicable requirements of state law. Finally, MassDEP has determined that upon satisfying the conditions and mitigation requirements of this approval, the project provides a level of water quality necessary to protect existing uses and accordingly finds that the project to be implemented satisfies the Surface Water Quality Standards at 314 CMR 4.00. 1. The Contractor shall take all steps necessary to assure that the proposed activities will be conducted in a manner that will avoid violations of the anti-degradation provisions of the Massachusetts Surface Water Quality Standards that protect all waters, including wetlands. 2. Prior to the start of work, or for any portion of the work thereafter,MassDEP shall be notified of any change(s) in the proposed project or plans that may affect waters or wetlands. MassDEP will determine whether the change(s) requires a revision to this Certification. 3. Dredging in,accordance with this Certification may begin following the 21-day appeal period and once all other permits have been received. 4. All work shall be performed in accordance with the following documents and plans: • Application for Water Quality Certification received June 17, 2014, Transmittal Form# X262080, as revised through July 7, 2015, with attachments. • Plan entitled"Marina Installation, Locus Plan, Salem Harbor,"consisting of one (1) sheet [sheet 1 of 4], scale 1"=1000', dated June 16, 2014, not signed or stamped, prepared by Bourne Consulting Engineering, PC. • Plan entitled"Marina Installation, Existing Conditions, Salem Harbor," consisting of one (1) sheet [sheet 2 of 4], scale 1"=70', dated June 16, 2014, not signed or stamped, prepared by Bourne Consulting Engineering, PC. • Plan entitled"Marina Installation, Proposed Manna Layout, Salem Harbor,"consisting of one (1) sheet [sheet 3 of 4], scale 1"=70', dated August 7, 2014, not signed or stamped, prepared by Bourne Consulting Engineering, PC. 3 _s Plan entitled"Marina'Ihstallation, Proposed Marina Section, Salem Harbor," consisting.` of orie (1)'sheet [sheet 4 of 4],various scales, dated August 7,.2014,not signed or: stamped, prepared by Bourne Consulting Engineering,PC. 4 401 WQC-Transmittal#X262080 • Order of Conditions issued pursuant to the Massachusetts Wetlands Protection Act (M.G.L. Chapter 131, § 40)by the Salem Conservation Commission for DEP File Number 064-0567; dated May 9,2014. 5. MassDEP shall be notified, attention Derek Standish [617-654-6611], one week prior to the start of in-water work so that MassDEP staff may inspect the work for compliance with the terms and-conditions of this Certification: r: 6. This Certification remains in effect for the same`duratioil as the federal permit that requires it or five years from the date of issuance of this Certification, whichever comes first. 7. Future maintenance dredging may be conducted as necessary for the duration of this Certification, provided that: a. the initial project and any subsequent dredging has been conducted satisfactorily with no violations of the terms and conditions of this Certification; b. information has been submitted to MassDEP regarding chemical characteristics and final end use/disposal of the dredged material for review and approval. Under no circumstances may future maintenance dredging commence without obtaining end use/disposal approval from MassDEP; or an updated Suitability Determination issued by the Army Corps of Engineers for unconfined ocean disposal at the MBDS; c. coordinates of the maintenance dredge footprint are the same as the authorized dredge footprint; d. a due-diligence evaluation is done to determine that no known spills of oil or other toxic substances have occurred which could have contaminated the sediment'in the dredge area and submit the evaluation to MassDEP; e. a bathymetric survey has been submitted to MassDEP in compliance with Condition # 14; If the volume of future maintenance dredging does not exceed 13,565 cubic yards; g. MassDEP is notified prior to commencement of maintenance dredging. 8. Dredging shall be conducted using a closed, environmental bucket. 9. Best Management Practices (`BMPs") such as a silt curtain shall be deployed surrounding the dredge area to minimize tprbidity. At a minimum, the silt curtain shall be bottom- weighted to minimize the degree of lif6ng/flailing and shall be of suitable material/grade appropriate with the velocity of the current at the site. Intermediate vertical floats shall be placed on the silt curtain to lift the bottom of the silt curtain at low tide so that the bottom edges of the curtain remain close to the mudline at low tide but do not rake the sediment in areas subject to tidal influence. 10. The applicant shall submit a turbidity and dissolved oxygen monitoring plan to MassDEP for acceptance within eight weeks of the effective date of this Certification or four weeks prior to the commencement of the dredging operations whichever comes first. 11. Dredge scow overflow is prohibited at the dredge site and within waters of the Commonwealth. 5 401 WQC-Transmittal#X262080 12. Neither the barge nor the dredge scow shall be allowed to ground. 13. Disposal of any volume of dredged material at any location in tidal waters is subject to approval by MassDEP and the Massachusetts Coastal Zone Management office. 14. Within 30 days of the completion of the dredging, a bathymetric survey of the Salem Harbor Wharf Embayment depicting post-dredge conditions shall be conducted. At a minimum, the survey.shall.include an overlay of.the dredge.footprint.(i.e.aop of slope)with,sufficient - cobtdinates in the Massachusetts State Plane (e.g. longitude and latitude) that clearly delineates the dredge footprint. The survey shall be sent within five working days after its completion to MassDEP and a copy shall be sent to the Massachusetts Office of Coastal Zone Management, attention: Robert Boeri. 15. For the protection of winter flounder, no in-water or silt producing work, including, but not limited to dredging, shall occur from January 152n to June 30''. 16. For the protection of shellfish, no in-water or silt producing work, including,but not limited to dredging, shall occur from May 152 to September 30th. 17. In-water and/or silt producing work shall occur from October 152 to January 14th. 18. The applicant, or its contractor, shall make every feasible effort to complete the project within the permitted timeframe. Should the applicant, or their contractor,,fail to complete the project and,wish to request an amendment to the Certification,for incursion into the no- dredge period, the written request shall be received by MassDEP by January l". The following information shall be included in the request: a. project location and transmittal number, b. the date on which dredging started, c. the number of daysand hours per day the dredge operated, I expected daily average production rate and the actual daily average production rate, e. an explanation of why the project failed to remain on schedule, f. an account of efforts made to get the project back on schedule, g. a plan depicting the areas that remain to be dredged, h. the number of cubic yards that remain to be dredged, i. an accurate estimate of the number of days required to complete the project, j. an evaluation of the impact of continued dredging on the species of concern, k. a description of any efforts that will be made to minimize the impacts of the project on the species of concern, and a realistic assessment of any societal/financial effects of a denial of permission to continue dredging. 4 MassDEP will share the information with other resource agencies and a decision to grant or deny the amendment shall be made by January 15th. Requests for amendment received after January 152 will be considered at MassDEP's discretion. P 6 401 WQC-Transmittal#X262080 19. No later than four weeks after issuance of this Certification,the applicant shall submit a notification procedure outlining the reporting process to MassDEP for incidents relating to dredging activities that impact surrounding resource areas and habitats including,but not limited to, observed dead or distressed fishor other aquatic organisms, observed oily sheen on the surface of the water, a sediment spill,a turbidity plume beyond the deployed l3MPs, and a barge or equipment accident/spill. If at any time during implementation of the project such an-incident occurs,all.site related activities impacting the water shall cease until the, .. . soUree_of the problem4s`identined and adequate:mitigatingmeasures are deployed to the satisfaction of M&sDEP. Failure to comply with this Certification is grounds for enforcement, including civil and criminal penalties, under MGL c.21 §42, 314 CMR 9.00, MGL c. 21A §16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. This Certification does not relieve the applicant of the obligation to comply with other appropriate state or federal statutes or regulations. Any changes made to the project as described in the previously submitted Notice of Intent, 401 WQC Application, or supplemental documents will require further notification to MassDEP. NOTICE OF APPEAL RIGHTS A) Appeal Rights and Time Limits Certain persons shall have a right to request an adjudicatory hearing concerning certifications by MassDEP when an application is required: a. the applicant or property owner; b. any person aggrieved by the decision who has submitted iwritten comments during the public comment period; a any ten(10)persons of the Commonwealth pursuant to M.G.L.c.30A where a group member has submitted written comments during the public comment period;or d. any governmental body or private organization with a mandate to protect the environment,which has submitted written comments during the public comment period. Any person aggrieved,any ten(10)persons of the Commonwealth,or a governmental body or private organization with a mandate to protect the environment may appeal without having submitted written comments during the public comment period only when the claim is based on new substantive issues arising from material changes to the scope or impact of the activity and not apparent at the time of public notice. To request an adjudicatory hearing pursuant to M.G.L.c.30A,§ 10,a Notice of Claim must be made in writing,provided that the request is made by certified mail or hand delivery to MassDEP,with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form within twenty-one(2 1)days from the date of issuance of this Certificate,and addressed to: Case Administrator Department of Environmental Protection One Winter Street,2 n Floor Boston,MA 02108 A copy of the request shall at the same time be sent by certified mail or hand delivery to the issuing office of the Wetlands and Waterways Program at: " T Department of Environmental Protection One Winter Street,5"Floor Boston,MA 02108 7 401 WQC-Transmittal#X262080 B) Contents of Hearing Request A Notice of Claim for Adjudicatory Hearing shall comply with MassDEP's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6),and shall contain the following information pursuant to 314 CMR 9.10(3): a the 401 Certification Transmittal Number and DEP Wetlands Protection Act File Number; b. the,complete name of the applicant and address of the project; c. the complete name;address,and fax and telephone numbers of the party filing the request,and,if represented by counsel or other representative,the name, fax and telephone numbers,and address of the attorney; d u`claiinmg to be a party aggrieved,the specific facts that demonstrate that the party satisfies the defmrtiori of"aggrievcd person"found aC314 CMR 9.02; " ' '— e. a cleaOtid concise statement that an adjudicatory hearing is being requested; ` f. a clear and concise statement of(1)the facts which are grounds for the proceedings,(2)the objections to this Certificate,including specifically the manner in,which it is alleged to be inconsistent with MassDEP's Water Quality Regulations,314 CMR 9.00,and(3)the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written Certification;and g, a statement that a copy of the request has been sent by certified mail or hand delivery to theapplicant,the owner(if different from the applicant),the conservation commission of the city or town where the activity will occur,the Department of Environmental Management(when the certificate concerns projects in Areas of Critical Environmental Concern),the public or private water supplier where the project is located(when the certificate concerns projects in Outstanding Resource Waters),and any other entity with responsibility for the resource where the project is located. C) Filing Fee and Address The hearing request along with a DEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O.Box 4062 Boston,MA 02211 The request will be dismissed if the filing fee is not paid,unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town(or municipal agency),county,or district of the Commonwealth of Massachusetts,or a municipal housing authority. MassDEP may waive the adjudicatory-hearing filing fee pursuant to 310 CMR 4.06(2)for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. Should you have any questions relative to this pertnit, please contact Derek Standish at (617) 654-6611: mcerely, i)ouglas E. Fine Assistant Commissioner Bureau of Water Resources cc: Salem Conservation Commission,City Hall,93 Washington Street,Salem,MA 01970 ecc:Ronald R Bourne,Bo'ame Consulting Engineering,PC,3 Bent Street,Franklin,MA 02038 Rachel Freed,MassDEP—NERO,205B Lowell Street,Wilmington,MA 01887 ` Robert Boeri,Office of Coastal Zone Management,251 Causeway Street, Suite 800,Boston,MA 02114 Jillian Carr and Tay Evans,Division of Marine Fisheries,30 Emerson Avenue,Gloucester,MA 01930 Karen Adams,Department of the Army,New England District,Corps of Engineers,696 Virginia Road, Concord,MA 01742-2751 GROVE STREET IMPROVEMENTS NOI PLANS " T F LAN N I N G AN D E R E IN U SHEET TOTAL STATE FED. AIDPROJ. NO. NO. SHEETS TM � " MASS. 61 53 PROJECT FILE NO. LG-423B COMMUNITY 1�) EVELOPMEINN' T TITLE SHEET & INDEX PROPOSED ROADWAY RECONSTRUCTION PROJECT FOR INDEX GROVE STREET SHEET NO. DESCRIPTION IN THE CITY OF 01 ------------------------ TITLE SHEET & INDEX SALEM 02 ------------------------ LEGEND, ABBREVIATIONS & GENERAL NOTES 03 ------------------------ KEY PLAN ESSEX COUNTY 04-06 ------------------------ TYPICAL SECTIONS 07-08 ------------------------ CONSTRUCTION PLANS 09-13 ------------------------ PROFILES 14-15 ------------------------ CURB TIE AND ALIGNMENT PLANS (NOT INCLUDED) 16-17 ------------------------ DRAINAGE AND UTILITY PLANS 18 ------------------------ TRAFFIC LEGEND AND ABBREVIATIONS (NOT INCLUDED) 19-23 ------------------------ SIGN AND PAVEMENT MARKINGS (NOT INCLUDED) 24 ------------------------ TRAFFIC SIGN SUMMARY SHEET (NOT INCLUDED) 25-28 ------------------------ TEMPORARY TRAFFIC CONTROL PLANS (NOT INCLUDED) P EABO 29-30 ----------------------- LANDSCAPE PLANS 31-32 ----------------------- WHEELCHAIR RAMP / DRIVEWAY DETAILS (NOT INCLUDED) / SALEM 33-34 ----------------------- CONSTRUCTION DETAILS [NOTICE OF INTENT PLANS 35-47 ----------------------- CROSS SECTIONS (NOT INCLUDED) APRIL 23, 2014 48 ----------------------- LIGHTING LEGEND (ADD ALTERNATE) REVISED MAY 5, 2014 49-50 ----------------------- LIGHTING PLANS (ADD ALTERNATE) REVISED SEPTEMBER 17, 2014 51-53 ----------------------- LIGHTING DETAILS (ADD ALTERNATE) G / ARM pNy RAVE m� RpAO In m 5� �P 6Fq�FRsr l apsr p�sr RFFr RFFr (p'00 OQ F Al S90y �O RICHARD A- AT ZALINA ..AZZALINA O CIVIL --i O No. 402,190 FF S/ONAL F- PROJECT 1 G LIMITS V"'M PROFESSION LEG ER PREPARED FOR: PREPARED BY: 500 0 500 1000 p���` ENGINEERS SCALE 1" = 500' LENGTH OF PROJECT = 3,510 FEET = 0.66 MILES FST Since 1914 FAY, SPOFFORD &z:THORNDIKE FS&T DWG NO 5 � URI_ING10N WOODS LG-4236 BURI_INGION, MA 01503 DES CKK DR CKK EST CH( NOT FOR CONSTRUCTION ' ENGINEERIN CH4RGE [Rayno—B] — October 01, 2014 — 1:20pm — T.-\LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Title Sheet.dwg [TITLE SHEET & INDEX] T r_. 1-- GROVE STREET IMPROVEMENTS NOI PLANS LEGEND ABBREVIATIONS STATE FED. AID PROJ. NO, SHEET TOTAL NO. ISFEETS MASS. 02 53 GENERAL SYMBOLS GENERAL GENERAL (CONT.) PROJECT FILE NO, LG-423B EXISTING PROPOSED R RADIUS OF CURVATURE, RIM OR RECORD AADT ANNUAL AVERAGE DAILY TRAFFIC R&D REMOVE AND DISPOSE LEGEND, ABBREVIATIONS ABAN ABANDON R&DBO REMOVE AND DISPOSE BY OTHERS AND GENERAL NOTES ❑ CB CB CATCH BASIN ADJ ADJUST RCP REINFORCED CONCRETE PIPE — — CI —M7 Cl CURB INLET ADJBO ADJUST BY OTHERS RD ROAD FPL FLAG POLE APPROX. APPROXIMATE RDWY ROADWAY ' ® BIT. BITUMINOUS REM REMOVE DI p DI DROP INLET RET RETAIN GENERAL NOTES BC BOTTOM OF CURB ❑ MB ❑ MB MAIL BOX BCD BITUMINOUS CONCRETE DRIVEWAY RET WALL RETAINING WALL ❑ CD CONCRETE POST BCW BITUMINOUS CONCRETE SIDEWALK RFA RIVERFRONT AREA 1. FOR TRAFFIC GENERAL NOTES AND LEGEND SEE SHEET 18. ❑ r;9 GRANITE POST BL BASELINE ROW RIGHT-OF-WAY 2. THE CONTRACTOR SHALL NOTIFY ALL AGENCIES REQUIRED AND VERIFY THE LOCATION OF ALL p OP GUARD POST (BOLLARD) BLDG BUILDING RR RAILROAD EXISTING SUBSURFACE UTILITIES PRIOR TO PERFORMING ANY WORK. THE LOCATION OF BLSF BORDERING LAND SUBJECT TO FLOODING R&R REMOVE AND RESET EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES ARE NOT WARRANTED TO BE EXACT * MP METAL POST BO BY OTHERS R&RBO REMOVE AND RESET BY OTHERS NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES OR STRUCTURES ARE SHOWN. THE FL FLOW LINE BOS BOTTOM OF SLOPE R&S REMOVE AND STACK CONTRACTOR SHALL CALL "DIG SAFE" (1-888-344-7233 OR WWW.DIGSAFE.COM) 72 HOURS MIONITORING WELL RT RIGHT CB CATCH BASIN (EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS) PRIOR TO ANY EXCAVATION TO OBTAIN ADJUST MONITORING WELL CBCI CATCH BASIN WITH CURB INLET SESD SOUTH ESSEX SEWER DISTRICT ACCURATE UTILITY LOCATIONS. Q HYD Q HYDRANT CEM CEMENT SHLDR SHOULDER LPL LIGHT POLE CI CURB INLET SMH SEWER MANHOLE 3. THE CONTRACTOR SHALL NOTE THAT RECORD PLANS INDICATE UTILITIES ARE SHALLOW OVER CIP CAST IRON PIPE SRW STONE RETAINING WALL THE BRIDGE. —p UP/LP —p— UTILITY POLE/LIGHT POLE CLF CHAIN LINK FENCE ST STREET STA STATION 4. PRIOR TO THE INSTALLATION OF PROPOSED UTILITIES, THE CONTRACTOR SHALL EXCAVATE O DMI-? @DRAINAGE MANHOLE CL CENTERLINE TEST PITS AT LOCATIONS OF UTILITY CROSSINGS TO VERIFY DEPTHS AND LOCATIONS OF C.L. CITY LINE STK STAKE OR STOCKADE FENCE EXISTING PIPES, CONDUITS OR OTHER FACILITIES AND AS REQUIRED BY THE ENGINEER. WORK 0 SMH ® SEWER MANHOLE CMP CORRUGATED METAL PIPE SSD STOPPING SIGHT DISTANCE SHALL BE PAID FOR UNDER ITEM 141.1 TEST PIT FOR EXPLORATION. ® ADJUST MANHOLE CP CONCRETE PAD SW SIDEWALK CSP CORRUGATED STEEL PIPE T TANGENT DISTANCE OF CURVE/ 5. THE EXISTING SURVEY IS BASED UPON ON-THE-GROUND INSTRUMENT SURVEY MADE 1:1 WM WATER METER CONIC CONCRETE TRUCK PERCENTAGE DECEMBER, 2013 AND FEBRUARY 2014. COORDINATES, IN U.S. SURVEY FEET,ARE IN THE ❑ MON MONUMENT CONT CONTINUOUS TAN TANGENT MASSACHUSETTS STATE PLANE COORDINATE SYSTEM (MCS), MAINLAND ZONE, REFERENCED ❑ CB CONCRETE BOUND CONST CONSTRUCTION TEMP TEMPORARY TO THE NORTH AMERICAN DATUM OF 1983, CORS ADJUSTMENT (NAD 83/CORS), BASED ON ❑ SB STONE BOUND CRW CONCRETE RETAINING WALL TC TOP OF CURB SURVEYING AND MAPPING CONSULTANTS OBSERVATIONS OF THE KEYNET GPS VIRTUAL DH DRILL HOLE CW CONCRETE WALK TOS TOP OF SLOPE REFERENCE SYSTEM (VRS) MADE DECEMBER, 2013, USING TRIMBLE GNSS GPS RECEIVERS. SURVEY CONTROL STATION DHV DESIGN HOURLY VOLUME TYP TYPICAL 6. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO SALEM CITY BASE VERTICAL DATUM, DI DROP INLET UG UNKNOWN GATE BASED ON THE ABOVE-NOTED KEYNET GPS VRS OBSERVATIONS, THE ELEVATIONS WHICH WERE PROPOSEDTREE E DIP DUCTILE IRON PIPE VAR VARIES TREE, BUSH STUMP DIA DIAMETER UP UTILITY POLE CONVERTED FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO SALEM CITY ,q w 0 FA FIRE ALARM BOX DWY DRIVEWAY VERT VERTICAL BASE USING MASSDOTS PUBLISHED RELATIONSHIP BETWEEN DATUMS OF 5.17 FT. ELEV (OR EL.) ELEVATION VC VERTICAL CURVE 7. STREET LINES AND PROPERTY LINES HAVE BEEN COMPILED FROM A COMBINATION OF GATE VALVE EOP EDGE OF PAVEMENT VCP VITREOUS CLAY PIPE AVAILABLE PLANS, RECOVERED MONUMENTATION, OCCUPATION AND DIGITAL PARCEL MAPPING ADJUST GATE VALVE EXIST (OR EX) EXISTING WCR WHEELCHAIR RAMP OBTAINED FROM MASSGIS AND ARE APPROXIMATE. EXC EXCAVATION WG WATER GATE --- CURBING F&C FRAME AND COVER WIF WROUGHT IRON FENCE 8. EXISTING CATCH BASINS AND PIPES TO REMAIN AND WITHIN THE PROJECT LIMITS SHALL BE — — DRAIN PIPE F&G FRAME AND GRATE WIP WROUGHT IRON PIPE CLEANED AND PAID FOR UNDER ITEM 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT AND FDN. FOUNDATION WM WATER METER/WATER MAIN ITEM 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT. - - GRAS MAIN FLDSTN FIELDSTONE XSECT CROSS SECTION — — SEWER MAIN FND FOUND 9. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, THE JOINT SHALL BE SAWCUT TOA NEAT — — — — WATER MAIN GC GRANITE CURB VERTICAL LINE. GD GROUND 10. UNLESS OTHERWISE NOTED ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WOOD GUARD RAIL GG GAS GATE IN ACCORDANCE WITH MASSDOTS LATEST SPECIFICATIONS. fl CLI= o— CHAIN LINK FENCE GI GUTTER INLET GIP GALVANIZED IRON PIPE 11. SELECTIVE CLEARING AND GRUBBING IS NECESSARY WHERE TREES AND SHRUBS OVERHANG RETAINING WALL GRAN GRANITE THE PROPOSED SIDEWALK AND AS REQUIRED BY THE CITY. WORK SHALL BE PAID FOR UNDER ^� TREE LINE OR LIMIT OF CLEARING AND GRUBBING GRAV GRAVEL ITEM 102.61 SELECTIVE CLEARING AND GRUBBING. — — — — — — SAWCUT LINE GRD GUARD 12. ITEMS 102.5 ROADSIDE TREE PROTECTION AND 102.51 INDIVIDUAL TREE PROTECTION SHALL BE — — — — — TOP OR BOTTOM OF SLOPE HLSD HEADLIGHT SIGHT DISTANCE USED ON EXISTING TREES WITHIN THE PROJECT LIMIT AND TEMPORARY EASEMENTAREAS — — — — — LIMIT OF EDGE OF PAVEMENT OR COLD PLAN & OVERLAY HDW HEADWALL LABELED AS "RET". HMA HOT MIX ASPHALT 100 FT WETLAND OR 200 FT RIVERFRONT BUFFER HOR HORIZONTAL 13. ITEM 156. CRUSHED STONE SHALL BE USED UNDER CATCH BASINS AND PIPE IF UNSUITABLE R.R 5/L RAILROAD SIDELINE HYD HYDRANT MATERIALS ARE FOUND AND AS DIRECTED BY THE CITY. R OR A— - - ( PROPERTY LINE OR APPROXIMATE PROPERTY LINE I OR INV INVERT — — — — — — — — — TIEMPORARY EASEMENT L LENGTH OF CURVE COMPOST FILTER TUBES LST LANDSCAPE TIMBER LT LEFT MAG MAGNETIC MAX MAXIMUM MB MAIL BOX MH MANHOLE MHR METAL HAND RAIL MIN MINIMUM N/F NOW OR FORMERLY NIC NOT IN CONTRACT NO. NUMBER NPV NO PIPE VISIBLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION PKT PICKET FENCE POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED � t11°Fm4&IT PT POINT OF TANGENCY FsargNGw. PTH PLANIMETER TO HERE RIAZAINA tim LG-423B POINT OF VERTICAL CURVATURE OR o CIVIL No. 40219 POLYVINYL CHLORIDE A ,�0 oEs cwc PVI POINT OF VERTICAL INTERSECTION P°F Gl5TE�NGr� SIO ALE PVT POINT OF VERTICAL TANGENCY '�`r DR ctnc PVMT PAVEMENT ,.�C� - �-�'" �q ISI, ES CFK NOT FOR CONSTRUCTION ENGINEER IN CH4RGE [Rayno_B] — October 01, 2014 — 1:20pm — T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Legend Abbrev and Notes.dwg [LEGEND Sc ABBREVIATIONS] GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AID PROJ.N0. NO. SHEETS MASS. 03 53 PROJECT FILE NO. LG-4230 KEY PLAN LIMIT OF ROADWAY RECONSTRUCTION FOR PROPOSED PAVEMENT MARKINGS ALONG HARMONY GROVE HARMONY GROVE ROAD EL STA 111 +81 .00 ROAD OUTSIDE OF THE SURVEYED AREA SEE PAVEMENT MARKING AND N 3016140.8716 SIGNING PLAN SHEETS 22 AND 23. E 814860.8092 ryry �O O ry FTA 110+94.85 GROVE ST CONSTBACK)=110+94.85 HARMONY GROVE RD CONST (AHEAD)= / GROVE STREET NORTH STA 400+00.00 GROVE ST (NORTH) CONST EL ( ) ° x V — _--- ry p 401+0 4011 Q- `� 83.20 j40p+0 p —F --0— O / a 4 Ifo VVV + + d x. i NI i / i 0.00 104+00 10 + G OVE STREET p 1 F— C3 � 1 6+00 TSTA 109+77.87 GROVE ST CONST o k a— LSTA 300+00.00 MASON ST CONST J a . IA- r 28 GOODHUE STREET \ Q 100 / e (AREA UNDER CONSTRUCTION) Q \ cj / / r O' OOpN \ / / / l" 08 F­STA 102+88.91 GOODHUE ST CONST k (IBACKT , / _ / / / oCO O / v / q / STA 102+88.91 GROVE STCONST k (AHEAD)= / / �Q v / xd OZ 15 t STA 200+05.76 BEAVER ST CONST _ — / / / v / / "�/ co FOR PROPOSED PAVEMENT 07 MARKINGS ALONG GOODHUE STREET OUTSIDE OF THE SURVEYED 16 LEGEND AREA SEE PAVEMENT MARKING AND 14 SIGNING PLAN SHEET' 19 . 50 0 50 100 <S> 0 SHEET NO— CONSTRUCTION PLAN jNo O DRAINAGE PLAN LIMIT OF ROADWAY RECONSTRUCTION SCALE 1° = 50' ��P` S0 C, LG-423B GOODHUE STREET EL STA 100+44.79 02 RICHARD A. 9G CURB TIE AND GRADING PLAN FS&T UNG NO. z AZZALINA m O CIVIL No. 40219 ' DES CH( N 3015130.0371 O SIGN AND PAVEMENT MARKING PLAN DR E 815208.9847 FSSON� Egr °"` "` �` NOT FOR CONSTRUCTION I L11 E NGINEER IN CHARGE [Rayno-8] — October 01, 2014 — 1:20pm — T:\LG-4238 Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Key Plan.dwrg [Layoutt] GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MASS. 04 53 PROJECT FILE NO. LG-423B TYPICAL SECTIONS GOODHUE STREET PAVEMENT NOTES PROPOSED PAVEMENT MILLING & OVERLAY (AT LIMITS OF PAVEMENT RECONSTRUCTION) (SEE DETAIL SHEET 34) 2" HMA SURFACE COURSE (SSC-9.5) PLACED IN ONE LAYER OVER 2" MILLING WIDTH VARIES EXISTING ROW PROPOSED RECLAMATION (10" DEPTH) CONST RET 5'-0" 10'-0" 6'-0" 11'-0" 5'-0" I SURFACE: 4.5 " SUPERPAVE HMA PAVEMENT WIDTH VARIES TWO IN PLACED EXISTING 2 ESPLANADE CEM CONIC ESPLANADE SHOULDER I TRAVEL LANE BIKE LANE I ( ) LAYERS: SIDEWALK CURB AND 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5)OVER SIDEWALK 2.5" SUPERPAVE HMA INT. COURSE (SIC-12.5)OVER REM EXIST MEET EXIST SIDEWALKVARIES VARIES VARIES BASE: 5.5" RECLAIMED BASE MATERIAL (4:1 MAX) 1.5%* (4:1 MAX) 6" (-2.0% TO 5.0%) VARIES -� PGL (-2.0% TO -5.0%) PROPOSED FULL DEPTH PAVEMENT — — SURFACE: 4.5 " SUPERPAVE HMA PAVEMENT ix REM EXIST PAVEMENT PLACED IN TWO (2) LAYERS: 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5)OVER IN PROP LOAM AND PROP 4" CEMENT 2.5" SUPERPAVE HMA INT. COURSE (SIC-12.5)OVER SEED AREAS (TYP) CONCRETE P RECLAMATION OR FULL PROP 8" PROP GRANITE VPROSUBBASE: 4" DENSE GRADED CRUSHED STONE FOR SUB-BASE OVER GRAVEL BORROW CURB TYPE VA4 DEPTH CONSTRUCTION 8" GRAVEL SUBBASE (GRAVEL BORROW TYPE B OR PROCESSED GRAVEL) SUBGRADE: AFTER THE EXISTING PAVEMENT HAS BEEN REMOVED FROM WITHIN THE LIMITS OF FULL DEPTH CONSTRUCTION GOODHUE STREET. THE SUBGRADE SHALL BE FINE GRADED AND COMPACTED. TYPICAL SECTION PROPOSED CEMENT CONCRETE SIDEWALK&WHEELCHAIR RAMPS STA 101 +92+/- TO BEAVER; STREET (STA 102+65±) SURFACE: 4" CEMENT CONCRETE SCALE: 1' = 4'-0" (AIR ENTRAINED 4000 PSI, 0.75', 610) BASE: 8" GRAVEL BORROW, TYPE B PROPOSED CEMENT CONCRETE DRIVEWAY SURFACE: 6" CEMENT CONCRETE (AIR ENTRAINED 4000 PSI, 0.75-, 610) BASE: 8" GRAVEL BORROW,TYPE B WIDTH VARIES PROPOSED HOT MIX ASPHALT SIDEWALK EXISTING ROW SURFACE: 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5)OVER CONST RET EXISTING ( ) WIDTH VARIES 15-0" TO 16'-0" 11'-0" 5'-0" 2" SUPERPAVE HMA INTERMEDIATE COURSE SIC 12.5 FUTURE PARKING LANE TRAVEL LANE BIKE LANE SIDEWALK I I AND CURB I BASE: 8" GRAVEL BORROW,TYPE B AND SIDEWALK I (PAGS DEVELOPMENT) I PROPOSED HMA DRIVEWAY MEET EXIST VARIES VARIES I VARIES 4:1 SURFACE: 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5)OVER ( MAX)) 6 (5.0 TO -2.0%) I PGL (-2.0% TO -5.0%) _ — 2" SUPERPAVE HMA INTERMEDIATE COURSE (SIC 12.5) �. .� y BASE: 8" GRAVEL SUBBASE (GRAVEL BORROW TYPE B OR PROCESSED GRAVEL) PROP 4" LOAM AND SEED STA 100+44.79 TO STA 100+75 LT+/- PROP CEM CONIC SIDEWALK PROP RECLAMATION OR FULL STA 100+75 +1- TO STA 101+55 LT+/- DEPTH CONSTRUCTION PROP GRANITE CURB TYPE VA4 PROP ORDINARY BORROW GOODHUE STREET NOTES: TYPICAL SECTION 1. FOR WHEELCHAIR RAMP AND DRIVEWAY DETAILS, SEE SHEETS 31 AND 32. STA 100+44.79 TO STA 101+55± 2. FOR LIMITS OF FULL DEPTH CONSTRUCTION SCALE: 1" = 4'-0" tHo A VERSUS RECLAMATION, SEE CONSTRUCTION a�P� 4Ssgo PLAN SHEETS 07 AND 08. s RICHARD AZZALINA O CIVIL O No. 4021,9,p FSSlONALE G FS&T DWG NO. ` TOLERANCE FOR CONSTRUCTION t 0.5%D. LG-423B + t DESjCw A ` DREST 4 0 4 8 NOT FOR CONSTRUCTION SCALE 1" = 4' ENGINEERINCFWRCE [Royno–B] – October 01, 2014 – 1:20pm – T:\LG-4238 Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Typical Sections.dwg [Typ Sect 11 GROVE STREET IMPROVEMENTS NOI PLANS STATE FED. AID PROJ. SHEET TOTAL NO. NO. ISHEETS MASS. -- 05 53 PROJECT FILE NO. LG423B TYPICAL SECTIONS GROVE STREET HARMONY GROVE ROAD WIDTH VARIES EXISTING ROW i I I WIDTH VARIES 0 -2'-0" WIDTH VARIES 0 -2'-0" WIDTH PAINTED BUFFER PAINTED BUFFER CONST VARIES 5'-19, 11 5'-0" CEM CONIC BIKE LANE TRAVEL LANEI TRAVEL LANE BIKE LANE SIDEWALK** RET EXISTING MEET EXIST I CURB VARIES 6" 6% I PGL (2.0% TO 6.0%) — 1.5%* — PROP 4" CEMENT PROP RECLAMATION OR FULL CONCRETE DEPTH CONSTRUCTION PROP 8" GRAVEL PROP GRANITE BORROW CURB TYPE VA4 (TYP) HARMONY GROVE ROAD ** PROPOSED CEM CONIC DRIVEWAY STATION TYPICAL SECTION 111+36 +/- LT TO 111+67+/- LT GROVE ST (NORTH) (STA 110+95+/-) TO STA 111+77 SCALE: 1" = 4'-0" WIDTH VARIES EXISTING ROW I I I V-0" LEVEL WIDTH V-0"' LEVEL VARIES CONST Q 5'-0" 0 - 5'-0" 5'-0" 11'-0" 11'-0" 5'-0" 5'-0" I CEM CONC GRASS STRIP BIKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE CEM CONC SIDEWALK I SIDEWALK VARIES I VARIES 6" I VARIES MEET EXIST VPR�SS 1.5/o (NP) 1;5%* (4:1 nnAx) MEET EXIST __— (-2.0% TO -6.1%) ( PGL (-2.0% TO 6.0%) — — PROP 4" LOAM AND SEED (TYP) 7DEPTH ROP RECLAMATION OR FULL PROP 4" CEMENT PROP ORDINARY7 CONSTRUCTION CONCRETE (TYP) PROPc GRAVEL BORROW (TYP) ROPGRANITE BORROW (TYP) CURB TYPE VA4 (TYP) GROVE STREET TYPICAL SECTION BEAVER ST (STA 103+40 +/-) TO GROVE ST (NORTH) (STA 110+95+/-) NOTES: SCALE: 1" = 4'-0" �HOFhTq 1. FOR PAVEMENT DESIGN NOTES, SEE SHEET 04. Ss9� 2. FOR WHEELCHAIR RAMP AND DRIVEWAY o RICHARD A. 9G DETAILS, SEE SHEETS 31 AND 32. AzznuNA 0A3. FOR LIMITS OF FULL DEPTH CONSTRUCTION 0 CIu No. 40219 0 VERSUS RECLAMATION, SEE CONSTRUCTION Q Q- PLAN SHEETS 07 AND 08. s FSS/ONALEN'G FS&T MG No. A LG-423B ��* \� ` (� DES cHec \ * TOLERANCE FOR CONSTRUCTION ± 0.5%. DR CHK 4 0 4 8 EST GHK NOT FOR CONSTRUCTION SCALE 1" = 4' ENGINEER IN CHARGE [Rayno—B] — October 01, 2014 — 1:20pm — T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Typical Sections.dwg [Typ Sect 2] GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MASS. 06 53 SHLDR VARIES SHLDR VARIES 1'-0" LEVEL PROJECT FILE NO. LG-423B CONST 5'-0" VARIES 11'-0° 11'-0" 5'-0" TYPICAL SECTIONS HMA TRAVEL LANE TRAVEL LANE CEM CONC SIDEWALK I OR HMA BEAVER STREET SIDEWALK MASON STREET MEET EXIST " VARIES VARIES (NP) 1.5%* MEET EXIST 1.5%* 2.0% MAX I PGL 2.0% MAX 7DEPTH RECLAMATION OR FULL CONSTRUCTION PROP 8" GRAVELGRANITE BORROW (TYP) TYPE VA4 (TYP) PROP 4" LOAM AND SEED (TYP) PROP ORDINARY GROVE STREET (NORTH) BORROW (TYP) TYPICAL SECTION 1'-0" LEVEL V-0" SHLDR 1'-0" SHLDR V-0" LEVEL CONST �10'-0" 1 10'-0" 1 VARIES 1 11 5'-0" TRAVEL LANE TRAVEL LANE I SIDEWALK (RECONSTRUCT EXIST) MEET EXIST VARIES 6" VARIES VARIES VAR/ESARIES \ (4:1 MAX) 2.0% - 6.0% PGL 2.0% - 6.0% (TYP) (4:1 M v 1 MN)( o * PROP 4" LOAM AND SEED (TYP) PROP RECLAMATION OR FULL DEPTH CONSTRUCTION PROP HMA SIDEWALK MASON STREET TYPICAL SECTION WIDTH VARIES EXISTING ROW WIDTH WIDTH 1'-0" LEVEL VARIES CONST � VARIES -0" 5'-0" 0 - 5' 5'-0" 11'-0" 11'-0" 5'-0" 0 - 5'-0" 5'-0- CEM CONC GRASS BIKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE GRASS STRIP CEM CONC SIDEWALK STRIP I SIDEWALK** MEET EXIST VARIES 1.5%* (2:1 — , 2.0% - 7.0% I VARIES 6" VAR/ES PGL 2.0% - 7.0% (TYP 1.5% 1.5°x/0* (4:1 M MEET EXIST PROP 4" LOAM — —7PROP AND SEED (TYP) PROP RECLAMATION OR FULL PROP ORDINARY DEPTH CONISTRUCTION BORROW (TYP) PROPGRANJITE CEMENT CURB TYPE VA4 (TYP) ETE (TYP) GRAVEL BORROW (TYP) li BEAVER STREET NOTES: TYPICAL SECTION 1. FOR PAVEMENT DESIGN NOTES, SEE SHEET 04. 2. FOR WHEELCHAIR RAMP AND DRIVEWAY DETAILS, SEE SHEETS 31 AND 32. 3. FOR LIMITS OF FULL DEPTH CONSTRUCTION A, VERSUS RECLAMATION, SEE CONSTRUCTION III 'A OF cy PLAN SHEETS 07 AND 08. O RICHARD A. G� AZZALINA O CIVIL i No. 402,1190 FSSONa�E�G * TOLERANCE FOR CONSTRUCTION t 0.5%. F38T CNVG NO. 1� LG-4238 �y DES CHK DR CHC YYY 4 0 4 8 EST °H NOT FOR CONSTRUCTION SCALE 1" = 4' E%INEERIN CR4RCE [Rayno—B] — October 01, 2014 — 1:20pm — T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Typical Sections.dwg [Typ Sect 3] �i'�:I�II®191Y1CI4L , GROVE STREET IMPROVEMENTS NOIPLANS / SHEET TOTAL 6`5 NO. SHEETS �J� STATE FED. AID PROJ. NO. � �� �[�— ¢ �N�aON ` C, C?{ / MASS. 07 53 / j '`'�o- > '� ��'" ,`Z ` � FSE✓4�2��`•9 cam"` 1 / / PROJECT FILE NO. LG-4236 x F CONSTRUCTION PLAN Tj� �A� filrR� ��R oto � PART 1 OF 2 DAV `•.� � z y PROP SAWCUT ST / ,". b ¢ �' -!v��,' 3DB MAn, RET CURB STON�� �s'0"7 4+ � a" ru '. . �N dQ� DSI• 397 `H� ai I� �d� v V r✓i ti A / ion !i�/ m �" r r i t5 � p ~'��/�Q,yh`� F' !ry e� w 41, i /03* O / PROP SAV Mom c, yl eye /-f;Js BFq F �� PROP CEM Sa%` ONC WCR (TYP) fw' <° q PROP LOAM`-, j,I`Q lQ * ��. \ , RET EXIST FENCE z� PROP FULL DEPTH PROP CEM CONC WALK PROP BIKE PATH PAVEMENT RECONSTRUCTION �� ' � � � �,�' „ "� a, / RET EXIST GRAN STEP � (BY OTHERS) / c / PROP TEMP EASEMENT RETAIN EXIST RETAINING WALL _ ( �I Q / REMOVE STUMP MAP 16 LOT t3` 6 / C3 r,� N F MRM PROJECT MANAGFMEN1 ��' ( / / PROP CEM CONC / jPROPHMA DeoK 25,700 PAG 09 9TAPON#2 wl v A / / \ DH SETS ti \ DRIVEWAY BLSF / �- k \ N zc15332A,7 ����/ \ y / �� WORK BY OTHERS \ E 815013,27 A REM EXIST SIDEWALK / \ ELEv_2a56 ` �j / \ AND PAVEMENT PROP CEM CONC �� �, PROP LOAM &SEED DRIVEWAY %/ / R&S EXIST BANK / PROP HMA DRIVEWAY / 1 oj, o `MADONP � GRAN CURB PROP TEMP EASEMENT / PROP CEM CONC WALK(TYP) � ��� _ ;U�, - c�, - ����'' � REMOVE EXIS � 'Do" 1;; SIDEWALK / PROP SLOPE LIMIT (TYP) 100 FT BUFFER TO BLSF �� / JCtc P — i'6 �s n / / PROP COMPOST / / WORK BY OTHERS c �_ ,1 r.-- - / FILTER TUBE (TYP) / / ZZ Go w 'r o we °ry '� O & PROP HMA / / / o / b 4 a?� 3'IT CY) rc 1 , DRIVEWAY / w WORK BY OTHERS / �;� cv PTH ', �" �/ RET EXIST / / / / r z_ r _ _ Q. r�l� " :. CONSTRUCTION / I ~ w _� REMOVE EXIS ST IDEWALK I ,l C c I R&S CURB /'FENCE / // // PROP DRIVE AT BACK N / OF DRIVEWAY (TYP) AND PAVEMENT / / � .\ STONES (TYP)// / oz�, _— /L 1 / /� M�� AcrML�r Ma-' 1 �1asr oK vc ��� PROP LOAM & SEED % I PROP CEM CONC WCR a I \ r,. / ,. mi /_ / RET EXIST � _ / / �, PROP HMA DRIVEWAY / (2�' PROP APPROX TREE / 1—I �6 16 // ET) / CLF Co LOCATION / z / 17 SEE LANDSCAPE PLANS / 2 O __ --._ _ .. +' 74 '_._ , ..._._ _\_l,l _ (RET) � G I O VE STREET FOR PROPOSED PAVEMENT MARKINGS SHEETS 29 AND 30 (TYP) / i PROP GRAN CURB / y �1 — / TYPE VA4 TYP r — ALONG GOODHUE STREET (TYP) _ TR OUTSIDE OF THE SURVEYED AREA R&S EXIST CURB (TYP) / y y / _ �`� i - - 1 -~- N__ o=r u_� L'y ' SEE PAVEMENT MARKING AND I / CON — _._ R 284 39 z — — — -_ R }05 �''r` 2 ST 4- ►!" 501 .00 TOFF+QO V1�: f- — w� _ F v SIGNING PLANSHEET19. 1p3+00 / - 0`\4.49 e - "- 8,j w ) Vfi 136 oG ! R 2 VCP _._ . sAr PROP HMA DRIVEWAY Ph r', ± �l y 1❑ ! - - _ PROP LOAM &SEED - -_._ ��. `,'v H — 83.84 _� stR� =1 ,'tJ -� 06+00 PROP CEM CONC DRIVEWAY o _ _... - = R_ 7 <7 - 4 c ADT � - _ _ — �i i R&S EXIST CURB STONES i(TYP) -rt- - ,.a-,�. PROP CEMj ..�PLArE _ act f! CONC__ PROP COMPOST FILTER TUBE (TYP) ., _ -- �� .-i`" sMH(Rj�_.-- � -�� ---- � �" _ _ _ - - _- .� s,� _ -, ,� S LK IpEWA J _ x, ,--' _ __ PROP GRAN CURB TYPE VA4 TYP ; / �- - 0�c -- ( ) , ='" PROP PAVEMENT - - � � nn � P ~` RECLAMATION "A\ / NO ACC SS' ' i - PROP TEMP EASEMENT Al ° - PROP HMA DRIVEWAY , �' 6' � r ti � cn �� n1 � �- _.- PROP HMA BIKE PATH RETAIN . A\ t�,.. r,° •5�j i -k9`�5 / l � / EXIST � ��� PROP CEM CONGDRIVEWAY oD° T lJj SQ f"' / „/ - IISROP CEM CONC WCR PROP SAWCUT PROP MODIFIED ROCK FILL / BOLLARDS �� _D r / - .DEL / r' -- :- - r = oc _ lo F / ((MEET 28 GOODHUE ST / PROP CEM PROP CEM CON9�TRANSITION `� / �� �' / i''� (GRADES) �, / / s S.D, \ a v CONC VAULT 0372_ ;TAT('Up2a2� / NPV / ;• , taGf / %- � \ ": / = V. AUA;... L.-C �` ?K NAIL SET / WCR TYP) TCW=&,, :�` .T r- / '" ��✓' ._O2 AGE 393 N 3015507 St3� / / SUMP=- P NAI SET .ie % pp / TREET E a1= 1n 56 / l / / - / 3C 681.89 nk / - ` 200 FT RFA 28 GOODHUE S LEv a 56 F a T.01 f O c c� x _ �C c � ¢% ��! - \ --' AREA UNDER PR BACK 3.7. 3' / OP SAWCUT AT A / / lQ M 1 w` ~`v 3 1�2 nR CONSTRUCTION / e PROP v►r'" - a (TYP) 7/ �, v�G t J rf � / OF DRIVEWAY TYP SAWCUT/ �p y` PROP COMPOST FILTER TUBE (TYP) UNDERo'ON FRAME f ,`�ROPNMA DRIVEWAY �TA 102+88.91 GOODHUE ST CONST (BACK) _ PROP TEMP EASEMENT A ' 100 FT BUFFER TO BANK yc� I STA 102+88.91 GROVE ST CONST IL AHEAD / PROP CEM CONC DRIVEWAY- PROP RIVEWAY / t M'A.�'��,r ( ) — 0�6/ PROP BIKE PATH / I� STA 200+05.76 BEAVER ST CONST It _ _ _ _j (BY OTHERS)At / r RET CURB & SIDEWALK o ppxp0 STA-31014#7 \ 64 (BY OTHERS) , PROP CEM CONC SIDEWALK 1 d� MAG NAIL SET \ �HOFMA tcr- O '115.208.37 RET CURB & SIDEWALK \ 1 Ss\ v \\ �� 90 REM DAMAGED CLF PANEL e f FEZ °T- A329 28 GOODHUE STREET oo RICHARD A. sN�� FS&T DWG NO OO AREA UNDER CONSTRUCTION l� AZZAUNA � / PROP LOAM LG�23B G? �� LIMIT OF ROADWAY RECONSTRUCTION I0I 5,41E - NOTES: Q�i ° No. ao21s 1. FOR PROFILES SEE SHEETS 09 & SEED /r / PROP HMA DRIVEWAY �'� ��� THROUGH 13. Des °"" Fssio.N E�N�\ ' 2. FOR DISPOSITION OF EXISTING /j AT GRADE RUBBERIZED S GOODHUE STREET EL STA 100+44.79 '_ CROSSING PANELS / DR CHK N 3015130.0371 „v 1'�N C 20 0 20 40 -1 n UTILITIES, SEE DRAINAGE AND // 1 (BY OTHERS) 0 0> PGaOt3' �\ G UTILITY PLANS SHEETS 16 AND EST cru b , Aa2 17. MAP 16 LOT 4; ; E 815208.9847 01�9\;Oti i�PP ` / NOT FOR CONSTRUCTION MEET EXISTING GOIJ29'1 A� \ SCALE 1 - 20 ����� 1 \ 3. FOR DRIVEWAY AND DRIVEWAY hlr F'I0OK 1 ,252 C FE 572RsI-iIP 1 ;,. RAMP DETAILS, SEE SHEET 32. EPGINEER IN CHARGE ' [Rayno_B] - October 01, 2014 - 1:21pm - T: \LG-423B Salem Grove St\Su b mission s\Final Salem Conservation Commission\Grove St Construction Pian.dwa [Sht 011 _l GROVE STREET IMPROVEMENTS CEMETERY /i J/ / t%' NOI PLANS MAP 16 L.0" 0377 J 1 �y1 SHEET TOTAL / GROVE CROW // / �ip i STATE FED. AID PROJ. NO. N/F HARMONY NO. SHEETS BOOK 1952 PAGE 180 t i jj�l r/ MASS, -- 08 53 A�/ t!!b f1 PROJECT FILE NO. LG-423B / LIMIT OF ROADWAY RECONSTRUCTION " /w CONSTRUCTION PLAN PART 2 OF 2 HARMONY GROVE ROAD EL STA 111 +81 .00 FOR PROPOSED PAVEMENT N 3016140.8716 Q j/° MARKINGS ALONG HARMONY GROVE E 814860.8092 / 0 ROAD OUTSIDE OF THE SURVEYED � � � ' 1 /r o AREA SEE PAVEMENT MARKING AND MEET EXISTING `���` Y ry SIGNING PLAN SHEETS 22 AND 23. l / C) / PROP SAWCUT PROP HMA DRIVEWAY HAR,tigcvr GROVE CEMETERY / PROP CEM CON( DRIVEWAYMAP 16 LJ1 0242/ r1/ HARMONY GROV -0RP z R&S CURB STONE (TYP) � =Cr - -ACE 112 0 RETAIN EXISTING WOOD GUARDRAIL � W oo Z / b PROP CEM CONIC SIDEWALK W 0o — / PROP PAVEMENT RECLAMATION RETAIN EXIST FENCE o PROP LOAM & SEED aGli AIL SET O 11 I W / � ) All 622`31 Q F',�6 PROP HMA SIDEWALK -3258 7 Q � ~LI _ / OP/LP§3032 i ;,, NPv PROP LOAM &SEED UCCyIMr� STOP / J / s E '. 'IUM I� G HARMONY GROVE RD / ` STA 110+94.85 GROVE ST CONST BACK - i °G^ _� / / I STA 110+94.85 HARMONY GROVE RD -�3ovE 5�i f A / {RET) STUMP r (R�) _ _ �r - - - — ( )- r . __ --- - _ — R — ' " r ' �Tt) S� TS r' / ( a. -� , ,� ! � _ � �'L'p�Lrjft7fl � ,-q•.r,����UPS?7_� >k \1s �y "' — 100 FT BUFFER TO BLSF I CONST (AHEAD)= r .� ^x I�, � cRA,s 20 / STA 400+00.00 GROVE ST (NORTH) CONST j ' ^ — r. - c PAVE +30:34 L=52.85 1 ' : 11 , +71.51 401+00 N01.26-39 k — / / 12"' __ — —L — — -500.00' I P f 12'v v i a� ` '284.00 —I — __ --- 58 GROVE STREET IMPROVEMENTS NOI PLANS STATE FED. AID PROJ. NO. SHEET TOTALNO. SHEETS MASS. 09 53 PROJECT FILE NO. LG423B PROFILES LIMIT OF ROADWAY RECONSTRUCTION GOODHUE STREET STA 100+44.79 N 3015130.0371 E 815208.9847 MEET EXISTING HIGH POINT ELEV 15.81 IGH-P,-DINT-STA-=-02+99A8 LOW-POINT-ELEV.-7-A4.25, PVI STA = 101+73 PVI STA = 103+13 LOW POINT STA = 104+88.34 PVI ELEV = 14.93 PVI STA = 104+71 PVI ELEV = 16.33 ! ! 00 A.D. _ -2.35 PVI ELEV = 14.20 °w A.D. = 0.60 Lud K = 167.41 A.D. = 1.59 F K = 76.68 K = 31.36 100.00 VC 180.00VC _ ' 50.00' VC N coI I, N r I M CO j I hl I r p t ~ CD 1 r + O CO �' I In r O CF t r 1CO 20 r —0 > r o II m r] r U w W ~ w > > Q O a w GOODHUE STREET I a I GROVE STREET w d a w j n a °� n w -1.35% 0.40% 0.24% -0.50% EXIST GRADE NORTH RIVER � PROP GRADE CANAL F z z0 OQ >a> � LLI w J J w w0 Ow ZU) H 0- U)O DATUM ELEV w 0- 0.00 In (08 O00 � N � � cr LO O � � � C0 rN � 0 ~ � r � � d' 4 LO � L LO L6 L � � � LO � � � 4 .4 � � M C') M r r r r r r r r r r r r r 101+00 102+00 1 103+00 104+00 105+00 106+00 l———————— STATION#7 STA710N#2026 TTA 1102+88.91 GOODHUE ST CONST �(BACK)--- STA710V#2025 STA770N#1 MAGNAILSET PKNAILSET I STA 1102+88.91 GROVE ST CONST @(AHEAD)= PKNAILSET PKNAILSET Elevatlan=1429 Elevation=14.03 I STA 2100+05.76 BEAVER ST CONST EL Elevation=14.56 Elevation=1373 Ste.101+2550,7.64 RT Sha.101+40.2,13259RT L_—————————————— ———— Sta.104+4ZO359BZ"RT Sta.106+18.04,202ZRT GOODHUE STREET/ GROVE STREET AAA OF MgS.SgO FOR CONSTRUCTION PLAN: RICHARD A. �0 AZZALINA m FSBT DWG NO. CIVI SEE SHEET NO. 07 ° No. 40219 LG-423B APo��G/STBR IEST jfcw HORIZONTAL FSS/-NAG 20 0 20 40 � 4 0 VERTICAL 4 8 \ &&\ SCALE IN FEET , NOT FOR CONSTRUCTION � � Y E NGINEE R IN CK*nE [Rayno—B] — October 01, 2014 — 1:21pm — T:\LG-4238 Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Profiles.dwg [Grove St Prof 1] ._ _ GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AID PROJ. NO. N0. SHEETS MASS. 10 53 PROJECT FILE NO. LG-4230 PROFILES LIMIT OF ROADWAY RECONSTRUCTION HARMONY GROVE ROAD E. STA 111 +81 .00 N 3016140.8716 E 814860.8092 MEET EXISTING HIGH POINT ELEV = 26.10 HIGH POINT STA = 110+87.78 PVI STA = 109+95 PVI STA = 111+26 PVI ELEV = 25.06 PVI ELEV = 26.68 A.D. = -4.73 A.D. = -8.12 K = 25.40 K = 13.55 120.00'VC 110.00'VC PVI STA= 108+27 LO 0 r o PVI ELEV = 15.04 + N o N A.D. = 4.87 V1rPOINT EL 36 --K = 3Q� — -i > w--�V - HARMONY GROVE ROAD -- - 150.00 VC r LOW POINT STA = CO PVI STA = 106-1-90 C r r PVI ELEV = 13.54 N, O N 1-- J A.D. = 1.59 J " 1.24% '6.8g, d w r d K= 56.50 � � w 90.00' VC > w GROVE STREET EXIST GRADE COLO Mo 5g6° PROP GRADE Ln �.�-- . .—P. -- (o 0 C) r r z0 C" r > Cj W o > w0 >W d J W n w zz DLL Fwu 0z U w -0.50% A 1.09% MBTA/PAN AM RR CROSSING z z0 OQ Q > W J w w WD C7 w Z Cn 1— a to 0 DATUM ELEV Win- Q) f- NM co CMD 0.00 r pr N 00 0 Irn M L uLN � O 0 ce) C CO . M . . O . 0) N a) LO CD � Nr r N 04 NN C14 C4 N 04 r r r r 106+00 107+00 108+00 109+00 I 110+00 111+00 112+00 ----------L----- --------L--------i STA 109+77-g7 GROVE ST CONST �= STA 110+94.85 GROVE ST CONST (BACK)_ STATION91 1 STA 300+00.00 MASON ST CONSTI I STA 110+94.85 HARMONY GROVE ROAD PKNAILSET L---------------J 1CONST t(AHEAD)= 1 l valaon�—=l a73 l 1 STA 400+00.00 GROVE ST(NORTH)CONST� 1 L—————————————————J GROVE STREET/ HARMONY GROVE ROAD y �v V SN OF MAS 4� Fesrowc NO FOR CONSTRUCTION PLAN: s RICHARD A. cyu AZZALINA CNIL LG-4238 SEE SHEET NO. 08 U p CIVIL y No. 40219 gES'rcw HORIZONTAL °p���o)N�� k 20 0 20 40 4 0 VERTICAL 4 8 \� 5 "�` NOT FOR CONSTRUCTION SCALE IN FEET \®\2 E NGINEE R IN C7GE \\\ [[Royno—B] — October 01, 2014 — 1:21pm — T:\LG-4238 Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Profiles.dwg [Grove St Prof 21 GROVE STREET IMPROVEMENTS NOI PLANS STATE FED. AID PROJ. NO. SHEET TOTAL NO. SHEETS MASS. 11 63 PROJECT FILE NO. LG-423B PROFILES LIMIT OF WORK BEAVER STREET IL STA 202+32.31 MEET EXISTING 40 _....- ----------..------------------- ------------ ---- _ -` --- --- --- - -----_.__.-_. + NI I + aoT PVI STA = 200+57.74 N N PVIELEV = 18.13 Q > W A.D. = 2.02 W K = 29.73 j d 9 g6 a 4 00o t N O 0 J > W a C N � t � w . O N 20 - ---- cU ......- . ._..-.-.. - - - - - ......... _..- ----- " ---- -- -- -._.... --- ----- '-----— > W D_ 1. ° 6 r. EXIST GRADE PROP GRADE z zo OQ Q5 W J J W WD (D W Z � - O D D_ O DATUM ELEV W a- 0.00 � CD N � O � V7 O O N 04 N O M O Com') M N N co 201+00 202+00 TSTA 102+88.91 GOODHUE ST CONST t(BACK)= STATION#2 STATION#2027 STA 102+88.91 GROVE ST CONST @ (AHEAD)= i DHS I— EMAGNA L SET STA 200+05.76 BEAVER ST CONST EL L———— --———————————J Sta.201+03.2,131.47LT Sta.202+4950,1&W'RT BEAVER STREET N OFA S 9"y O RICHARD A. G FOR CONSTRUCTION PLAN: o AzcVILA FSBT DNG NO. y LG-423B SEE SHEET NO. 07 O No. 40219 ti DES CKK HORIZONTAL FFSS�oNAI_ENO Gk crit 20 0 20 40 EST CHK 4 0 VERTICAL 4 � ®�i.1 1 NOT FOR CONSTRUCTION SCALE IN FEET \ E NGINEE R IN CPARGE [Rayno-B] - October 01, 2014 - 1:21pm - T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Comm ission\Grove St Profiles.dwg [Beaver St] - -- IF GROVE STREET IMPROVEMENTS NOI PLANS STATE FED. AID PROJ. SHEET TOTAL N0. NO. SHEETS MASS. 1 1 12 53 PROJECT FILE NO. LG-4238 PROFILES LIMIT OF WORK MASON STREET STA 301+68.00 MEET EXISTING PVI STA= 301+25 PVI ELEV = 31.61 A.D. = -1.27 K = 59.17 PVI STA= 300+50 75.00' VC PVI ELEV = 26.55 A.D. = 0.93 m --ni_ -to — 40 K-=- 0:5T C.0 M 75.0 ' VC m W F- J > W LO a coo 0 + 6 O Cy O co > Lu 547010 00 hl CS Lu a 6 0- M W U J > W 5•a�°�0 rEXISTGRADE 20 — — z Zo oQ W J J W W0 U W ZU Ha- TO DATUM ELEV W d 10.00 w � c0N N N Mco C0 0)M CanN i 3001+00 301+00 302+00 303+00 ----- -----L------ STATION#5 STA 109+77.87 GROVE ST CONST q= STATION#4 1 STA 300+00,00 MASON ST CONST 1 STUNAILSET STL/NAILSET ——————————————— Elevation=27.09 Elevabbn=3869 Ste,300+33.22 244'LT Ste,302+69.17,18.04'LT MASON STREET j��A OF ht4 3 n RICHARD A. ZG FOR CONSTRUCTION PLAN: AZZALINA O CIVIL LG-423B SEE SHEET NO. 08 No. 402,190 DEB CH( HORIZONTAL �SSt°NAL DR CH( 20 20 40 \ `-" \� & EST Cw 4 0 VERTICAL 4 8 ` 5 NOT . FOR CONSTRUCTION SCALE IN FEET \® V2 l E NGINEE R IN CHARGE [Rayno—B] — October 01, 2014 — 1:21pm — T:\LG-4238 Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Profiles.dwg [Mason St] GROVE STREET IMPROVEMENTS NOI PLANS STATE FED. AIDPROJ. NO. SHEET TOTAL NO. SHEETS MASS. 13 53 PROJECT FILE NO. LG-4236 PROFILES LIMIT OF WORK GROVE STREET (NORTH)LB STA401+58.20 MEET EXISTING PVI STA = 401+15 PVI ELEV = 32.91 A.D. = -3.38 K = 20.73 70.00' VC 40 ------ - - ------ - --- - T M 00 > + a W U W > -1 D_ W 6 00 2.64% 0000 EXIST GRADE PROP GRADE 20 - --------- --- - ----- -._. ------ -- --- z Z ° uia a > W J J W WD 0W Z d U, H rn p DATUM ELEV wa 0.00 70 N0 . 0 008 N N N 04 M M CO M M 400+00 401+00 TA 400+00.00 GROVE ST(NORTH)CONST l�= i STATION#!6 STA 110+94.85 GROVE ST CONST ¢(BACK)= MAatbn= STA 110+94.85 HARMONY GROVE ROAD I Eevton3299 ET CONST Q(AHEAD) I Sta.401+16.6Q1948'LT L———— ——————————————— GROVE STREET (NORTH) 10 OF F M FSST DING,NO. FOR CONSTRUCTION PLAN: 0 RICHARD A. rp LG4236 SEE SHEET NO. 08 f AZZA II O CIVIL w No. 4021,9p Des cHc HORIZONTAL DR CH( 2Q Q ?Q 40 FSSIONALEN EST cw 4 Q 4 8 `U'caj � . � NOT FOR CONSTRUCTION VERTICAL SCALE IN FEET � ,�Q�-L„� ENGINEER IN CH4RGE [Royno—B] — October 01, 2014 — 1:21pm — T:\LG-4236 Salem Grove St\Submissions\Final Salem Conservation Comm ission\Grove St Profiles.dwg [Grove St (North)] f ocP�� moo, \ GROVE STREET IMPROVEMENTS NIP NOI PLANS Quo $ ff 2 SFEET TOTAL / r �p rye. O y a c� STATE FED. AID PROJ. NO. NO. SFEETS DRAINAGE STRUCTURE DATA <r�'� i// �/ t ryry -iF° C °y� fh � .`b/ o c cv / MASS. -- L 16 53 r� PROJECT FILE NO. LG-423B NO TYPE STATION RIM ELEV INV ELEV IN INV ELEV OUT REMARKS n p z u/�/� \ a�Rh-, v u° ha• c� " q,"� � 1 CB 202+00 15.5' RT 29.70 -- 25.7 \\ \ O "o .J "�F, DRAINAGE AND UTILITY S a ��° 2 DMH 201 +78 14.3' RT 27.56 23.90 -- ADJ EXIST DMH ""Vo rp sr'Oe f/ yp� = PLAN PART 1 OF 2 Q3 DMH 201 +14 5.8' LT 23.28 15.9 -- ADJ EXIST DMH �lll ee r� � �` T7Up� ��c q, Sk ✓- GCCi. ® DMH 201+13 13.8 RT 22.18 160 16.0 o�u � qra� s ��'F , ApJSMH �� ss �` � RET- i a�FMaRs �o, / O5 SHALLOW CBCT 200+75 16.0 RT 19.17 16.17 I u rp ��� \ \� "� _� °K 2rKbk q'reI \ © DMH 104+76 17.2' RT 13.75 9.7 -- ONVERT CB TO DMH CONN EXIST PIPES �oaw qS'rF psi ' �� \ l U` ° sr r pAcf Son / O7 SHALLOW CBCT 104+88 18.9' RT 13.78 -- wve 10.7 AD DMHoRIV6, <s C . ! 7 a a V / 8 DMH 104+83 7.6' LT 14.03 9.6 -- ADJ EXIST DMH RE PIPES �f? cD/ 6� .1 PI N � '✓' F �g NOT USED � � �a°4°{ ��w� i � � � n,� �'� „�,a f _i 1 ADJ GG O / 1 SHALLOW CB 104+88 16.6' LT 13.75 -- 10.7 moo °� u ��� m �� , z(�BO) F.q PROP 18 FT-12" �0 11 CBCI 105+59 16.0' LT 13.79 -- -- CONNECT EXIST PIPE CLASS V RCP,"r`. 2 CB 105+45 20.4' RT 13.76 -- -- CONNECT EXIST PIPE ( / O3 CB 106+15 16.0 RT 13.51 -- -- CONNECT EXIST PIPE / q / P / !¢ �� o y REM o QeQ / 2 \ c" AST CB 2X3 / CONNECT EXIST PIPE 4 ® CB 106+29 16.0' LT 13.44 -- -- / p 2 e4 �v 3� / � � c / (/fP \ PROP DRAIN MH (TYP) f / PROP 16 FT-12" RCP p MAP 16 LOT 0236 RET �t�� VA / ADJ CLEANOUT / N/F MRM PROJECT MANAGEUE1,1 / % �� c / RET EXIST UP BOOK 25,700 PAGE '09 �� �� �- / / ABAN EXIST CB T AND PIPE PROP GAS (BO) � �� �� #6,, /// + 2� �TUkY NA`.; PROP 32 FT-12 CLASS V RCP �u� s RET EXIST / / / / Q° \ u�� ,FRCPA� HYDRANT / REM UP (BO) Q / I= 4.6 J, "' RET UP U ' cu �)TION / / 10 10'RCP-` I1=10. - aJGEROUS (ADJ ��,�\�~ 5 nrcRnEcnON / / PROP 13 FT-12" Al 5 WG v �y a �71 � l j / CLASS V RCP / / / / o R-18. 6 #� V� / / / Ly Asn n J t ` l\cu`y< / REM EXIST CB / // / /j , z / �t �, � � / SUGGESTED UP % / PROP 8"X12" TAPPING sMH(R) i LOCATION (BO) / / SLEEVE, VALVE AND BOX PROP HYD �� �' / % / SUGGESTED LOCATION BO / e PROP 20 FT-6" DI PIPE ( g 5 PROP 6X12 TAPPIN _ A we / \ ' ' / �j � -01- 0237 R��EM BO / PROP 2 e SLEEVE, VALVE AND B95( ( AD �� Nsrp� ci " / // / ( ) / N r M w ko7DO' MGF. 109✓Lh �5 d c,E R-16.56 +� Uvp , � P � Cp BOOK 75,7D0 PAGE 109 ' / / / 5' - 6" DIP _�� v TR E E T Po�w�D / - - _ - _ _ „ti• h � I O uyl ADJUST MONITORING WELL ,mow s_ REQ _� ►� _•14_3g / BCV✓ - - - - _. _. L=284..39' X 5. 0 X24-. - _ RET {qp'J ro'VCP RET r H ,q - I CONST _ - R=15.28 - -F- - wC ourALL rt_ , J) P LP#22/772 rtPv a o� � / 03k00 }�R 501.E 104+00 �- 11 -- - ,, .: ( R _�� 24" 1=6. t^9` TOW 104 S(-F[j1' yr S� r � "V�17� n TFgI. ADJ .24"VCP F2 1 14 �..-ki R , m� "° wee �.-'JB` rel' `" .r. .,P ,yy5�'-�I (ApJ"`-1"�' .� 106.89, � �'�=.�.,k RET RET +83 -- 15^Pep--- r _/i pC O\, '40F�, Y 'j / �� - IRE�I .. ,"« �," `"°` �M '"`,=- /".- - .. -QMH ' WG L--�()�+ pQ� p4 ( R-14.02 m " ATE R RE c p J�ff- 5�-� '1 3.. ETM N l �,R -- DEBRIStgt� ; N UN ADJ S 4 - - JN', - - sMr RET = 'I .15 � CCUPtFlTION` '_� Nv A4 y 0`' 4� SSC 0\\ Lr E� "�I I/ + -' ! \ r �- \ NORE I SMH/ (qp v s .r Zrs - I s �kr-', R=!3.27 v 4 y S H v "� tiPv �'` ADJ ` PROP &E.S.D 1939 \ �,P�-�'�' � .k-'" RE / f. ''` �+ �---%'" ---� ''^ I / / / VAULT (3) (BO) / e ADJ WG (4) �c a �-� �i'' %� MAP 16 eT o372 I / / GAS NPv, ADJ SMH f N/F NORTH CANAL, L..I-C I / / (BO) TOW=&6 ���-� h \/. ' VA✓ „/� BOOK 22,202 AGE 393 I / / SUMP=-3.3 , 1k0� / i / / 1 // / REM EXIST PIPE 3 1/2 STOR / / UMP CB TYP / R v��� o / uWOOD FRAME I PROP DEEPS ( ) / l / A UNDER CONSTR ,. / " NOP�oN I STA 102+88.9'1 GOODHUE ST CONST � (BACK) PROP 9 FT-12 CLASS VRCP STA 102+88.91 GROVE ST CONST It (AHEAD) _ CONVERT CB TO MH / N'L5"j 12 i i LSTA 200+05.76 BEAVER ST CONST i ....,,,,4 / NOTES:Cr f / 1 ! , of M '. ���(1 / PROP GAS (BO) ��PjN 29c, 1. FOR LEGEND AND GENERAL NOTES, SEE SHEET NO 02. / 1 i o y /2 RICHARD A. N\ / F58T DNG NO ^' O 4' AZZALINA m -' GOO �i�� LIMIT OF ROADWAY RECONSTR CTION o CIVIL �i / 2. THE INVERTS SHOWN ARE PROPOSED AND FOR BIDDING LG-423B No. 40219 l"i PURPOSES ONLY. ACTUAL INVERT ELEVATIONS SHALL BE �5 C* GOODHUE STREET 'i STA 100+44.7 � cisrE % / CONFIRMED IN THE FIELD. i '�sroNAL EN'G i DR CH( N 3015130.0371 300 ��;;`.v�N \'\ 20 0 20 40 � 3. ALL PROPOSED CATCH BASINS SHALL BE DEEP SUMP (4 FEET). EST E 815208.9847 ,5 PR°P EGA L \ ^� / 4. DURING CONSTRUCTION, SILT SACKS SHALL BE USED ON ALL NOT FOR CONSTRUCTION M�oN`.E� PPc \ \ SCALE 1" = 20' \ ��21 t \ MEET EXISTING `sM c ,9� v / EXISTING AND PROPOSED CATCH BASINS WITHIN PROJECT E WANEE R IN CRARGE [Rayno-B] - October 01, 2014 - 1: 22pm - T: \LG-4238 Saiern Grove St\Submissions\Final Salem Conservation Commission\Grove St Drain Utii Plan.dwg [Drain Util 01] GROVE STREETILMAPNRSOVEMENTS NOI / CEMETERY �/ J MAP 16 LOT 0377 SHEET TOTAL N/F HARMONY GROVE CROP / / / / STATE FED. AIDPROJ. NO. NO. SHEETS BOOK 1982 PAGE 180 ! / / r MASS. 17 53 �/ PROJECT FILE NO. LG-423B DRAINAGE STRUCTURE DATA LIMIT OF ROADWAY RECONSTRUCTION , ��� ^ � HARMONY GROVE ROAD STA 111 +81 .00 / 0 /� , DRAINAGE AND UTILITY PLAN NO TYPE STATION RIM ELEV INV ELEV IN INV ELEV OUT REMARKS 5o/! PART 2 OF 2 / N 3016140.8716 J r O5 GUTTER INLET 106+78 16.0' LT 13.26 -- 10.2 / E 814860.8092 / Q c u / O U w © DMH 107+03 14.9' LT 13.34 9.3 -- CONNECT EXIST PIPES MEET EXISTING o= 0 o O7 SHALLOW CB 106+78 16.0' RT 13.26 -- 10.2 Qo / �� 8 DMH 107+14 15' RT 13.39 10.1 10.1 '1, / Q DMH 106+96 9.5' LT 13.42 9.9 -- ADJ EXIST DMH 2 / /' 00 SHALLOW CBCT 108+33 16.0' LT 15.72 - 12.7 HARMONY GROVE CEMETERY 21 DMH 108+38 11.0° LT 16.00 12.5 -- CONNECT EXIST PIPES / / / . / MAP 115 L01 0242 O N/F HARMONY GROVE CORP / / O BOOK 562 PAGE 112 Z O CBCT 108+74 16.0 LT 17.29 -- -- CONNECT EXIST PIPES / ® CBCI 300+55 17.0' RT 26.62 -- 22.6I ' l 00 00 Z Y o LO 4 DMH 300+52 1.0 RT 26.76 22.5 CONNECT EXIST PIPES M �/ / / *� � �U4/ � ~ � 0 SUGGESTED UP SHALLOW CBCI 301+00 11 .0' RT 29.69 -- 26.7 LOCATION (BO) / ti� / �b Q w "t W © DMH 300+94 7.4' LT 29.37 25.3E e / za r. PROP GAS F- REM UP (BO) / / ~ © SHALLOW CB 301+00 11 .0 LT 29.69 -- 26.7 uj CC nN/ UP/LP#3032 ` 5RW NPV (BO) STUMP G LL LLI � � 6EBRIS®25.8 ��0", ,14p[,._,� n _ M' CC ROVE RD c / ' C 4 "` !� G STA 110+94.85 GROVE ST CONST (BACK) 8 CB 400+59 16.9 LT 29.19 -- -- CONNECT EXIST PIPES Ovt -- �`w STA 110+94.85 HARMONY GROVE RD / rN y � / / --- _ CONST It(AHEAD)= x / _ _ uP/LP778 - -- _uP,7z �� / / STA 400+00.00 GROVE ST (NORTH) CONST �^ d _ _ +g3 20 +71.51 - T coNc LL-52.86^_ -0 or 1 I - 4 00 N01 2635 _ - \ - meg=5404Q _ _za.7 ��° is"V a =28', - 58.83' y C,- CONST PROP 4" PVCCAP �o� .��Qa / _ _ _12'VCPycr - - -- - - -_ MAP 16 LOT ossa c � � � RET__ _- _ -- _ - �C / AND REBAR LOCATOR O / N/F 50 GROVE ST. REAL ESTATE, LLC �r \P hL �-- STREET NORTH LCC 74834 PROP 28 FT-4" PVC1. - c WALK uj Og � � z z / J 9 L, / / F / wooDE° LuI J 0 y o I /, � ROx1M`p, I z p50 RET ; z. N 3 STORY BRICK 0IRmoATE ,- 1 22.29 OF SiD rA CIO loll 5 / 0 / ADJ MH (3) I r tPm Q ADJ WG (3) N� / / / / -1. /­' "' CTE 24"VCP I w -cnuno� (SEE DRAIN CONNECTION / RET HYD Bctir o' ��,5 va. j p/ (AB HIDDEN DP - S,-a s a2 vcP'\ �y�\ sroP DETAIL, SHEET 34) 1 / PARK RET UP / /� PQ�I / �^C fro / �Sl MAP 16MACKLOT 0333 PROP 3 FT- PROP DMH (TYP)i� / -� v '3 ,� �� REM UP V �� N/F CITY of SALEM 12" CLASS V RCP u C < B0) s �i 21 / � / N �� /\ d �I - y\ T eR . I ,�� N� 4, REM UP (BO) / / / PROP / WG ° 5 / 4_� a �) "`'ABAN EXIST CB AND PIPE GAS (BO) ��; _ 22 i i� g1 y / ADJ MH/ %� S op PROP 20 FT - / f SUGGESTED UP �w� / i y +y� ' / �\ ,b4 PN� SUGGESTED UP LOCATION (BO) I 12" CLASS VRCP /� LOCATION (BO) e _ - 9 y ..�� �° A l - / r� Z �r c'p S;A IIJhp4 " " �°` �. QTS _ 6.86 � PLAN T�L + N 361604034 / SMN R t.; / �d -i•�/` c�.r aL INC �f. I ,PPC, ct I Ir i�\ TK/NASI ,Fr PROP 8X12 TAPPING P - SLEEVE, VALVE AND BOX 00 n REM NP sM o6 �p �!_�� °'' x lPpJl 1ppJ� 's oa _ ' mN Q FZ Z r u c�i� E 8150SU.5'L / / N6,a �. e s �LEv=27.09 / / / UP (BO)YOV+s85� / i i sp� /G c�rr�d 24 RET) MAP 76 LOT 0237 / N/F MRM PROJECT MANAGEMENT / r / /$G� „ri �� /� ,,,,�...- / BOOK 25.700 PAG~= 109 < REM CB \ t „/' 0.RG� $�y3/ .... obr I GUY WIRE i / _ PROP 25' - 6" DIP ' PROP / f - ECIC 1 33 �..; u 23 +' uP/LP#lass GUTTER / 3/(OL / c� Jl i �g 0 R. I��� p� PROP HYD , / - " vn sroP AHEAD INLET sroF i �P' i i 5� N`. z2.6\ SAA A� \\ / - / / - - �� G ;4 C B �� C N � uJ NO PARKING DJ WG 3 �-� 0' '.".��.. --�� -�.� �� \ 0�1 1' X� rHls sloE of sTREE- ( ) z RET � G �� ` �� DELI?V E" D - fir- �� - REBAR a Fs 109+77.87 GROVE ST CONST �_� ZH M\ / GRAN `'� `1 ; STA 300+00_00 MASON ST CONST _j P °F 9ssq 'f6 -, Ut / / / / FND STEFS �ai `r _ n NPV " - ' / R I TOW-10.4 L - ,�/ -.�'� -' .- Q 6 WG� ��..� �� �: �I / 52 '�,....- �t"� �� / `� � '"--"' EMODE DMH o aicrinRo A. yc \ R ~' CONI`RT CB TO MH / I ....."Elly �� N \ _ Alza DIN m PC ->ti 6 t1 ° 14 Lel L c / / no G ��� �' / / a PROP �% "ru o �DJ SMH �fo N�civi zie -. 15'RCP . CP Tia u ti 84 _ _ v j /_ (Ap ,�2 ��= ' 12 FT 12" CLASS V R sem\ � � � - 1pfitp - rAr��- „� - �� Q MAI' 1 " ` I I PROP 3 FT-12" RCP CLASS V Po��GrsTERi°�t` w tn� �i \=6� / G MAP 16 LOT 036; /- L -\ \ I I I Q F S/ONAL EN ;, ,�., 6 $ CP'( / (� N/F RIND HOLDINGS. YGMVIJT & EMIL., J ��dKVW]K c>. 5 S V / O BOOK 5147 PAGE 759 `' 7 J (RET cu (RET _ �, (l =: -,' °% / G�O eooK 21,010 PAGE " \\ v"YCPpp ^ -OEMal T �p 5 / ' ��� // 6 NOTES: All, RET =1 G (R) (3) (BO) CLASS V RCP ` s. 5'D ADJ G 5 v13 G o / - - NNEa co�6 / n PROP 15 FT 12 a o° M.a' / / _ 1. FOR LEGEND AND GENERAL NOTES, SEES EET NO 02. 28"E* 1 `< . _ U AGE JS - OCp,T -iOOK� 11,461 s'AGL 6 _ �--�. � 'V ( 2. THE INVERTS SHOWN ARE PROPOSED AND FOR BIDDING PROP 27 FT - 10" DIP / l �] � cn I PURPOSES ONLY. ACTUAL INVERT ELEVATIONS SHALL BE PROP oF�g "T REM EXIST CB / oa ! z r' / / � o (ADJ BO) m�O j °� CONFIRMED IN THE FIELD. GAS ( f REM UP (BO) / `- �3 R=33.15 GG 3 U I > (BO) / L;2/,; Q e SUGGESTED UP / NG-ry '� 3. ALL PROPOSED CATCH BASINS SHALL BE DEEP SUMP (4 FEET). ADJ SMH 1� / LOCATION (BO) / (ADJ) „ I = FSgTMC,"° i / / PROP 34 FT- / a /� zf I 4. DURING CONSTRUCTION, SILT SACKS SHALL BE USED ON ALL LG-423Bo / 12" CLASS V RCP Q ° EXISTING AND PROPOSED CATCH BASINS WITHIN PROJECT / � / PROP DEEP � LIMITS. B , SUMP CB (TYP) / Q ' UP#3949 LIMIT OF WOR off c K a ?\ 20 0 20 40 / CW � l HIDDEN IONDRIVE MAN K SPEED LIMIT 20 SON STREET 4r NO PARKING THI° 4 �� � �a SIDE OF STREET EXIST G STA 30�+68 o NOT FOR CONSTRUCTION / / SCALE 1 - 20 /� � IN 6 ENGINEERIN CFMfffiE (r t; 11 [Rayno_8] - October 01, 2014 - 1! 22pm - T: \LG-423B Salem Grove St\Submissions\ n\Grove Final Salem Conservation CommissioSt Drain Util Plan.dwq [Drain Util 021 GROVE STREET IMPROVEMENTS NOI PLANS \ \ / NIPSTATE FED. AID PROJ. NO. [� SFEET TOTAL 3° MASS. - 29 53 SFEETS \�0 �C 3 O tir I PROJECT FILE NO. LG-423BQ / p'4R h, V� LANDSCAPE PLAN � G � , NQ N F7T PART 1 OF 2 a, / c1,,0 \ o >,G 4TQN. \ \ Sl�NeA / I+�S.00 STONE. O o E iii u� c,. Op ti� UST \ N ` /(Jq / *411 o Q-2' 3C":go 63 II O N of OS Q / / a\ SR / i IV PA GB {C64 / 1 STORY MASONRY SR Oma' 12' PA I- �� °0 / JQ / M CU -�4.6 \� n CAUTION / o 1D"RCP 1=10. DANGEROUS $R SR n \ O i IN TE SECTION `,1 CONC WG ���i �j�✓ ell C AHEAD / O m LS, •�, R=18. 6 •s9 \ 4,1, / / / Z O Z Q� / F Ci GB v� m� -MH(R) Lu x / w CGNSrRU 10 '43 8 SR y�� oma / / 2-12'D -- -- M 2 HR IN cowFOOT �� CC STREET WG R=15.35_6^.W -.- \ WG x S/ o ...-�G =14.12 1111,11111,111 , 9CVy - _ _15. CTR=5.8 24 0Cp _ _ 1p 3 — -►,�'_ .28 i oa SMH + % R^� }� G U rALi !i D 3.92 LY r: 2 B TTDW=10.4 t1p ! G (O +0 R=14.49 PP AL3 � W� TO 24`VCP6' 1-6� NPV-•-SFpj... "SES �- �( ��"'� -,�OUTFq �� '--'-24"VCP I R 13.82 _ - S--R.:) I "`- _�pf" -.... �"' �� 8", C __- M\A° ) r -- C � - f . r 4 .r L SMH r� �Q =170 UG _ QQEy0p4 /�Fy j �. ! O r p „r� '�•� r "' �r i � R=1 85 WG R=13i 6 r i - _ Rj 7 R=14-02 o r- NN STE rP �6 NRS3q •' \ // ♦,� R=13. HLAT< _ CU _3 t V _7 1p _ �_2rw_,h g2"•NTR(R}.wR SMH(R) n r'r UG1i0N - - �.CR..li.Zp I SMHJ - -4 M _1 REP UNDER CON _ = NPV / MHR !h STR - - p• �♦ ,A� ` DEBRIS®.0. � / CONI IJNER _" SM4 APpRO { CB /'rr t p OF k. LO - 'UZI R_1' 4,c 16 (i�C'� 'J•C EC1� / G ! ♦sr a'_ �pUNOPjTpN S/QeCltyf•,CAndN aQ CUPATIUN" > NC T 9 p0 tff PyFM / Q ZGJrO �*r F(EjE tv`� s. 'Z1s 17.,6QN�(RKIN� R=13,27 _ - - ) t 3� NPV . LI \� TOW=70.7 / SIDELI U ` \ 3 / \ / �..-- I / / Q.. S.E.S.D. 1939 / O OCG�� a --'�` / ✓ 1, � ��� 1 / / / NPVLT . TaW=8.6 SUMP=-3.3 i 1 � / ,`O 3 112 STORYWOD FRE UNDER CONSTRUCTION `� / / f/ / V> / '� �,.•• /, 166 43. P REGP \ CpNp / / / / / / / //�� ♦ ,\ l / U Dur 014-Z�Z / OF FSST GNG NO �(30 2 LG-423B \ RICHARD A. N AZZALINA to / \ \ u CIVIL DES �� No. 40219 � � FOR PROFILE: I ; / SEE SHEET NOS. 09 & 11 DR DH \ 20 0 20 40 / FSS1oNALE Esr cix / / � � / v SCALE 1�� = 20' / % � QA � ` "`9` NOT FOR CONSTRUCTION ENGINEER IN CFARGE [Rayno—B] — October 01, 2014 — 1: 22pm — T: \LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Landscape Pians.dwg [Sht 011 V % GROVE STREET IMPROVEMENTS / NOI PLANS LANDSCAPE NOTES: PLANT MAINTENANCE NOTES: I ,` STATE FED, AIDPROJ. NO. [SHEET TOTAL MASS. -- 30 53 1. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE NEWLY INSTALLED SEEDED AREAS AND PLANTINGS. J BEEN COMPLETED IN THE IMMEDIATE AREA. PROJECT FILE NO, LG-42382. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING/ IRRIGATION BAGS FOR 2. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED, OR APPROVED NEW SEEDED AREAS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. COST IS INCIDENTAL TO THE TREE ITEMS. / / w LANDSCAPE PLAN BY THE CITY. IF SYNTHETIC WRAP IS USED FOR ANY PLANT MATERIALS, IT SHALL BE COMPLETELY REMOVED PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL PROVIDE A WATERING SCHEDULE AND BI-WEEKLY WATERING REPORTS TO THE CITY. / l ° PART 2 OF 2 3. 3" DEEP PINE BARK MULCH SHALL BE INSTALLED UNDER ALL NEW TREES AS SHOWN ON 4. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. COST THE PLANS, OR AS REQUIRED BY THE CITY. COST SHALL BE INCIDENTAL TO THE TREE IS INCIDENTAL TO THE TREE ITEMS. ITEMS. / O o 4. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS SHOWN ON THE PLANS. THIS 5. WATERING SHALL OCCUR ON A WEEKLY BASIS DURING THE GROWING SEASON TO ENSURE THAT ALL PLANTS RECEIVE THE I o o /° NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES EQUIVALENT OF 1 INCH OF RAINFALL PER WEEK. CD SHOWN ON THE PLANT LIST AND ON THE PLAN. b 6. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. ¢�4 �� 5. ANY PROPOSED PLANT SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY c Q� PRIOR TO THE START OF WORK. 7. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL \a f G / O / 6. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL TURN OVER MAINTENANCE TO THE CITY STAFF AT THAT TIME. ACCEPTANCE. 8. ALL PLANTS SHALL BE WATERED WITHIN 24 HOURS OF INSTALLATION. 9. CONTRACTOR SHALL PROVIDE WATERING PLAN FOR WEEKLY WATER FOR ALL PLANTINGS ALONG CORRIDOR INCLUDING SOURCE OF WATER, METHOD OF APPLICATION AND ANTICIPATED WATERING DAYS. O 10. AS REQUIRED BY THE CITY THE CONTRACTOR !SHALL WATER SEEDED AREAS. COST IS INCIDENTAL TO THE TREE ITEMS. I! UP/LP#3032 / SRW I NPV STUMP"'' STOP Q / 3 J DEBRIS®25.8 20"STUMP rrk STUMP p HARMONY GROVE RD GROVE Sl/ v ( 24"D STUMP GRAS� �,„ A'GLF / - - BCS ..� / / BCW STOP AHEAD - UP/LP#778 oGRASS FR4 UPK ,a - -- -- - - - 401+83.20 i =51T COW; PA EiVT 3 +71.51 401+00 + e�yU � � � �, mo--)i28.7 lip / - -��1y_ 2" - _ I_zas -1VCP "' --- r`' ry -- - STREET U -- -- -- 1r 6� .1," .NALK WIN C BIT CON(- _- MH i SRW/4 r 4.;79 WOODEO 9a 26. J / Qtil / KEY QUAN. BOTANICAL NAME ICOMMON NAME SIZE NOTES 3 STORYBRICKo METAL ?3 / / , �f ��CAEONE i GB 2 GINKGO BILOBA 'AUTUMN GOLD' AUTUMN GOLD MAIDENHAIR TREE -2.5" CAL B&B, MALE L00 1 -29 GRATE � / f a� Sw GT 2 GLEDITSIA TRIACANTHOS 'SKYLINE' SKYLINE HONEYLOCUST -2.5" CAL B&B _ 0 FA w °�c���E c��`��/ ac�`P��, \s " ¢uP/LPf� PA 3 PLATANUS X ACERIFOLIA 'LIBERTY' LIBERTY LONDON PLANETREE B-10' HGT B&B o GT SR 5 SYRINGA RETICULATA 'IVORY SILK' IVORY SILK JAPANESE TREE LILAC 2-2.5" CAL B&B cnurloN HIDDEN DRIVE STOP / +0� A"" , � / 00A OP DO NOT CUT LEADER TREE P / i SE �P`K - �g�4ti y / titi�� / y �, WRAP SHALL NOT BE USED PLANTED ?pq \'� PA TREE SHALL BE SET PLUMB 13 g3 #'1 UFTp / V I 0 17)' j / NPS SMN 0696 / 3�� °R Fy NQT r \ I WATERING SAUCER SHALL BE (FLOODED TWICE aE 5'�1 Rs�Af l / .i-' G'(R% 6 p ""� /CI qN rF 0 / to�N �\. S' f/ / R t CURB I DURING THE FIRST 24 HOURS AFTER PLANTING W p IN=15..3 - "";'GUY WIRE i 8p / - / i2�RCV i '' / "^ SILT414.9 ' -,,, TREE SHALL BE PLANTED SO THAT CROWN IS 31NCHES Z ZF UP 773/(OLD) / / cw / ~J / / '� Pap��R) R uSTOP r/LI A 1 ABOVE FINISHED GRADE AFTER SETTLEMENT / i 521N " ZZ6� W A C °t i� z a% NO PARK W / STHIS SIDE Lj DMH TOP v Jy1319 / i apNP 5/ �p / / / ..1 ii i ' - APPRO v� - \ \ \ro "N \ I I 0 2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY SIDELINE" VOF I FROM TRUNK OF TREE) - # F LP 22 772 v it,:,V. f %v / - -� / GRAN 2.97 Al up % i •q O/ STEPS \ a I ' Q jBACKFILL MIX PER SPECIAL PROVISIONS :6 WG CR$ Ls� f / 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT N�N it R 13.82 0�2� �- - -"LINE BY OCC PATION" PC - L C9SNVG pe_84 MH gbd ,s`RGP _Vu / 7 0000 ---106A+ u _ R=13 of G� aGT �I Q 6- -�. _ -�. 313 6 .A�oNj a` 4kI I R" GI C CUT 8 ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. V �-Z / r I I COMPLETELY REMOVE SYNTHETIC BURLAP& LACING - M R=13.75 ROOTBALL SHALL BE PLACED ON R=13.5/SMH R ' 5 CO w - CB NNER GJ I / / ., R=13.5 cRo slNc " UNDISTURBED SUBGRADE Y _ No AcCLS s r� J -'' z8"E� I ROOTBALL RK�i -- iSioU"E / j �'"J I 3 x ROOTBALL DIA. LOGAnoy/oF °g � 7" 770- C, o cd it DECIDUOUS TREE PLANTING r o R=33.18 GG 3 5, W9, I NOT TO SCALE N OF � �ZIygS�4 FsaT DING,ra. RICHARD A. Otic IV AZZALINA m DESLG-423B / O , " 7 / / 65 Ljj 1240 1� 3f----_, � Gvr WIRE No. FOR PROFILE: a cnunoN / ��ckorsrE �� SEE SHEET NOS. 10, 12 & 13 DR crK � 20 0 20 40 �W c` t HIDDEN DRIVE FSSlON LEVO rn -I SPEED LIMIT 20 i NO PARKING THIS EST GFK -� // SCALE 1" - 2O' [� a Cy � j ' SIDE OF STREET -CGA NOT FOR CONSTRUCTION z4"D � � l- � � o ENGINEER IN CINRf.E [Rayno-B] - October 01, 2014 - 1: 22pm - T: \LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Landscape Plans.dwg [Sht 02] GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AID PROJ.NO. NO. SHEETS 1 MASS. 33 53 PROJECT FILE NO. LG-423B RETRIEVAL STRAP CONSTRUCTION DETAILS GEOTEXTILE SKIRT 4B'' 3s ...... :..:.:...:.............. .......... ................. R [t! ................ ......................... ••t�:......:. Y R CRP lRI■Y■R1. ........... ................. a• Y F 4Y=YRl IRL�`t .................. .................. fax R ':•• ::•ii:•iiiii•• .................. : YeI: CATCH BASIN GRATE a GEOTEXTILE FABRIC ......... OVERFLOW SILT SACK NOT TO SCALE TUBES CAN BE PLACED DIRECTLY ON 2 IN DEEP x 12 IN WIDE LAYER OF LOOSE GENERAL NOTES: EXISTING PAVEMENT COMPOST MATERIAL PLACED ON 1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO WHEN NECESSARY. °°a UPHILL/FLOW SIDE OF TUBES TO FILL 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H: 1V OR STEEPER. SPACE BETWEEN SOIL SURFACE AND LONGER SLOPES OF 3H: 1V MAY REQUIRE LARGER TUBE DIAMETER OR :a TUBES. ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. DIRECTION OF FLOWqqq REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH °: LONGER OR STEEPER SLOPES. EXISTING COMPOST FILTER TUBE 2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR PAVEMENT MINIMUM 12 INCHES IN DIAMETER WITH AN CONCENTRATED FLOW. EXISTING HEADWALL EFFECTIVE HEIGHT OF 9.5 INCHES. 3. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS. OR OTHER 4. CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE TUBES FOR COMPOST FILTERS SHALL BE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF STORMWATER RUN-OFF. OBSTACLE JUTE MESH OR APPROVED BIODEGRADABLE MATERIAL. ADDITIONAL TUBES SHALL BE USED AS REQUIRED BY THE ENGINEER. PROVIDE A 3 FT MINIMUM STREAM OVERLAP AT ENDS OF TUBES TAMP TUBES IN PLACE TO ENSURE GOOD TO JOIN IN A CONTINUOUS AREA OF CONTACT WITH SOIL SURFACE. IT IS NOT BARRIER AND MINIMIZE DISTURBANCE O� NECESSARY TO TRENCH TUBES INTO THE UNIMPEDED FLOW. RFpTjp� EXISTING GROUND. PROTECTED STAKE JOINING TUBES pF aaoe AREA SNUGLY AGAINST EACHOTHElu REVENT AREA OF °a UNFILRTEROEDPFLOW BETWEEN 2 INCH X 2 INCH X 3 FEET DISTURBANCE °° R° PROTECTED AREA ° THEM. \ \ UNTREATED HARDWOOD STAKES, UP TO 5FT APART OR AS REQUIRED TO SECURE SECURE ENDS OF TUBESTUBES IN PLACE. WITH STAKES SPACED 18 IN3.0 APART THROUGH TOPS OF PLACING TUBES WHEN STAKING IS NOT POSSIBLE, SUCHTUBES. AGAINST THE UPHILL 2 FT MIN AS WHEN TUBES MUST BE PLACED ON - SIDE OF WELL- PAVEMENT, HEAVY CONCRETE OR CINDER ANCHORED, BLOCKS CAN BE USED BEHIND TUBES UPSTATIONARY FEATURES TO 5 FT APART SECURE TUBES INRAS PLACE.EQUIRED TO ° SUCH AS EXISTING \\\\\\�\\ \\�\ da STAKE TDP HARDWOODVIDE EXISTING TREE ADDITIONAL BRS CAN ACING. UNDISTURBED SOIL ( DIRECTION OF FLOW pO°° COMPOST FILTER TUBE °°°° CURVE ENDS UPHILL (Typ) TO PREVENT DIRECTION OF FLOW as .°° LOOSE COMPOST LAYER °° DIVERSION OF LIMIT OF WORK UNFILTERED RUN-OFF. SECTION VIEW PLAN VIEW - JOIN DETAIL PLAN VIEW COMPOST FILTER TUBE DETAILS NOT TO SCALE ��P�t"DF"'S' C, LG 4236 RICHARD A. G AZZALINA O CIVIL m ° No. 4021,9p DE3 CHC DR CHC 1 SSS/ONALENG EST CHC `1 \ © 2 t 5 NOT FOR CONSTRUCTION ENGINEER IN CH4R6E \ [Rayno—B] — October 01, 2014 — 1:22pm — T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Comm ission\Grove St Construction Detaiis.dwg [Layouts] i GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AIDPROJ. NO. NO. SHEETS MASS. -- 34 53 FINISHED GRADE PROJECT FILE NO. LG-423B SEE OTE 4. , •,.. CONSTRUCTION DETAILS LIMIT OF ROADWAY WORK kI : . 24„ a da a.Q 18" (MIN) PAVEMENT RECLAMATION OR ¢ a SQUARE 10'-0" TYP FULL DEPTH CONSTRUCTION d ' ° TOP OUTSIDE OF PIPE PAV MENT MIC MILLING (SEE PLANS FOR LOCATIONS) a `.' SEE NOTE 3. 2" SUPERPAVE HMA PROP SAWCUT SURFACE COURSE (SSC-9.5) INVERT A /nvy EXIST ROADWAY z ° //A\\ l/A\\ 'd a m "DOGHOUSE" OPENING LIMIT OF WORK PAVEMENT KEY DETAIL � F = OIL/DEBRIS SEE NOTE 2. � U ° TRAP : 5, NOT TO SCALE o w Z d . W Z mNOTES: .a `r A 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. c 48" DIA. MIN. a a 2. PROVIDE DOGHOUSE OPENING FOR PIPES WITH 2" MAX. CLEARANCE TO d OUTSIDE OF PIPE. TOP SLAB SHALL NOT REST DIRECTLY ON PIPE. GROUT ALL PIPE CONNECTIONS (NON—SHRINK GROUT). a c .�. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUM °• RUBBER. 4. CATCH BASIN FRAME AND GRATE (8" DEPTH) SHALL BE SET IN FULL MORTAR BED. 5. ADJUST TO FINISH GRADE WITH MORTAR AS REQUIRED SHALLOW CATCH BASIN NOT TO SCALE 4" PVC, SDR 35, ASTM D3034,S LENGTH VARIES 4" WYE FLEXIBLE SADDLE WITH 4" SS STRAPS WATER ROADWAY FLOW _ — <:D7 MAIN SURFACE 4450 A OUTLINE OF TEE BRANCH EXIST 24" VCP PUMPER CONNECTION 45 TO FACE ROADWAY SECTION A-A UNLESS SPECIFIED OTHERWISE B B Ll/ �I J M l PROP CURB 5-< 2" MIN TO 4" MAX PLAN SECTION O 4" PVC, SDR 35, w ROADWAY SURFACE rP�4�LANSI ASTM D3 - LENGTH VARIES HORIZONTAL THRUST BLOCK SCHEDULE MINIMUM 0.5% SLOPE w VALVE BOX CRUSHED TABLE OF DIMENSIONS IN INCHES REBAR FOR 0 STONE 4" WYE FLEXIBLE SADDLE �P LOCATOR z_ SLEEVE G POCKET A B C WITH 4 SS STRAPS 6" , 8" BEND WATER MAIN _ HYDRANT DRAIN 1 1/8 1/16 6 12 12 Ln 6" DI PIPE I 9 16 1 4 CONCRETE / 16 4" PVC CAP '�• ��.: THRUST 12" BEND '`` BLOCK P• — + CORE 4" 0 HOLE .+: ; I I a 1/32, 1/16 6 13 13 IN EXIST 24" VCP l + — 1/8 6 18 18 1 /4 9 24 24 /6" HANICAL T PLUG, TEE (BRANCH) GATE VALVE 6" 6 11 11 8" 9 14 14 DRAIN CONNECTION HRUST BLOCK �P�iMorra S.� 12 9 21 21 rsarDWG No. MECHANICAL JOINT �'� �� NOT TO SCALE BEARING UPON UNDISTURBED WITH "MEGALUG" 0= RICHARD A. 0y\' NOTES : LG-423BEARTH STYLE FITTING f AzZALINA �� 1 . REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS ° civil O No. 40219 2. SUBJECT TO FIELD MODIFICATION BY ENGINEER �' DES Dw 0_ G`� p �e THRUST BLOCK DETAIL DR DHC NEW FIRE HYDRANT CONNECTION FSSIONALEHG\ NOT TO SCALE p (� NOT TO SCAL EST Pi��d``\ NOT FOR CONSTRUCTION ENGINEERIN CFWx:E ' \� \��, [Rayno—B] — October 01, 2014 — 1:23pm — T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Comm ission\Grove St Construction Detaiis•dwg [Layout 2] GROVE STREET IMPROVEMENTS NOI PLANS STATE FED. AID PROJ.NO. SHEET TOTAL ELECTRICAL LEGEND: ABBREVIATIONS: GENERAL NOTES: MASS. — 4S SH53TS LIGHTING CONDUIT DIRECT A AMPERES 1 . CONDUIT RUNS ARE DIAGRAMMATIC. PROJECT FILE NO. LG-423B BURIED IN THE EARTH AFG ABOVE FINISHED GRADE COORDINATE CONDUIT RUNS WITH ALL OTHER LIGHTING LEGEND ABBREVIATIONS AWG AMERICAN WIRE GAUGE EXISTING OR PROPOSED UNDERGROUND ' ® CONDUIT, CONCRETE ENCASED CB CIRCUITCONDUIT NITBREAKER UTILITIES AND STRUCTURES. NOTES $ DETAILS ADD ALTERNATE CCIRCUIT 2. PRIOR TO THE INSTALLA11ON OF PROPOSED ) —� CONDUIT TURNING DOWN CMM CIRCULAR MIL FBO FURNISHED LIGHTING, THE CONTRACTOR SHALL EXCAVATE SINGLE LUMINAIRE WITH LIGHT POLE Fc FOOT CANDLES OTHERS S TEST PITS AT LOCATIONS OF UTILITY � AND CONCRETE POLE FOUNDATION GAL GALVANIZED CROSSINGS TO VERIFY DEPTHS AND LOCATIONS C111= GND GROUND OF EXISTING PIPES, CONDUITS OR OTHER ® LIGHTING CONTROL CABINET GFI GROUND FAULT INTERRUPTER FACILITIES AND AS REQUIRED BY THE IESNA ILLUMINATING ENGINEERING SOCIETY OF ENGINEER. WORK SHALL BE PAID FOR UNDER PRE—CAST HANDHOLE NORTH AMERICA ITEM 141.1 TEST PIT FOR EXPLORATION. KVA KILO VOLT AMPERES 3. COORDINATE ELECTRIC SERVICE WITH ELECTRIC RATING: 600 VOLTS — 20 AMPS. LT LIQUID F TIGHT FLEXIBLE METAL CONDUIT UTILITLY COMPANY (NATIONAL GRID). ALL WORK FUSE SIZE: 1 1/2" x 13/32" O.D. — FERRULE 3/8" LTG LIGHTING ASSOCIATED WITH THE ELECTRIC SERVICE MUST CONNECTOR SIZE: 8 1/2" x 7/8" O.D. LUMINAIRE INFORMATION BOX NIC NOT IN CONTRACT BE COMPLETED IN ACCORDANCE WITH ELECTRIC CONNECTOR TYPE: FUSE — QUICK DISCONNECT PVC POLYVINYL CHLORIDE COMPANY STANDARDS. SET SCREW TYPE CONNECTION POLE IDENTIFICATION NUMBER. RCPT RECEPTACLE 4. ALL UTILITY BACK CHARGES ARE THE CONNECTOR MATERIAL: MOLDED PLASTIC BODY WITH 'LC1' INDICATES LOAD CENTER /,--INDICATES CIRCUITS TO RGS RIGID GALVANIZED STEEL RESPONSIBILITY OF THE CONTRACTOR FOR ALL RUBBER INSULATING BOOTS. '1 ' POWERS LIGHT POLE AND LUMINAIRE AND RNC RIGID NON—METALLIC CONDUIT WORK PERTAINING TO THIS PROJECT. CONDUCTOR SIZE: LINE AND LOAD #2 AWG '01' INDICATES POLE NUMBER" LC1-01 17,R1 RECEPTACLE. LUMINAIRE IS RT RAIN TIGHT COORDINATE ALL PERMANENT AND TEMPORARY THROUGH #12 AWG STA 44+98 POWERED FROM CIRCUIT 17. SCH SCHEDULE POWER WITH THE UTILITY. REQUIRED FEATURES: WATERTIGHT NO TAPING OR STATION NUMBER RECEPTACLE IS POWERED ACK OF SW FROM CIRCUIT 18. SW SIDEWALK SEALANT REQUIRED POLE BASE LAYOUT OF UNFUSED 5. ALL ELECTRICAL EQUIPMENT SHALL BE UL TYPE ON THIS SHEET V VOLTS LISTED FOR ITS INTENDED USE. —FUSE HELD IN LOAD SIDE WHEN CONNECTOR IS W WATTS DISCONNECTED. AASHTO COMPLIENT BREAKAWAY FUSE WP WEATHERPROOF 6. PROVIDE GROUND CONDUCTOR IN EACH HOLDER. ELECTRICAL RACEWAY IN ACCORDANCE WITH —PROVIDE APPROVED FUSE HOLDER WITH "DUMMY" ROD THE CODE. BLANK FUSE FOR NEUTRALS 7. THE HOT LINE AND NEUTRAL CONDUCTORS IN FUSE HELD IN LOAD SIDE WHEN CONNECTOR IS THE POLE HANDHOLE SHALL HAVE AN DISCONNECTED. APPROVED STREET LIGHT FUSE CONNECTOR. STRAIGHT THRU CONNECTOR NOT TO SCALE DRAWN BRASS, 13/32" SILVER PLATED, 1 .5'j FERRULE � O.D. SIZE: MIDGET TYPE: CURRENT LIMITING FUSE VOLTAGE RATING: 120/240 VOLTS USE: PROTECTION OF AREA LIGHTING EQUIPMENT PROVIDE ON ALL LIGHT FUSES POLES A 15 AMP GFI NOT TO SCALE GENERAL PURPOSE RECEPTACLE AND CAST EDGE OF BASE AT ALUMINUM WEATHERPROOF 0 o BACK OF SIDEWALK. POLE MOUNTED SELF CLOSING "LIFT—UP" FRONT OF 0 0 LIGHTING FIXTURE, COVER WITH STAINLESS HANDHOLE; TYPICAL STEEL HARDWARE SIDEWALK HANDHOLE MAY 2" CONDUIT BE LOCATED FUSE ALL LIGHTING GFCI GFCI GFCI GFCI FRONT FACE OFFSET FROM FIXTURES PER WP WP WP WP PROVIDE GROUNDING STUD, FRONT OF TYPICAL FRONT FACE OF CURB LINE SIDEWALK LIGHT POLE AS MANUFACTURES OF CURB LINE NECESSARY FOR RECOMMENDATIONS, HANDHOLE AT BASE OF EDGE OF FIELD TYPICAL LIGHT POLE, TYPICAL FOUNDATION SIDEWALK BACK OF SIDEWALK FRONT FACE CONDITIONS. #10 AWG WIRE FROM HANDHOLE OF CURB LINE PROVIDE 15A FUSE ANCHOR BOLTS 2 CONDUIT TO FUSES IN POLE BASE TO (COORDINATE BACK OF SIDEWALK FOR RECEPTACLES, LUMINAIRE AND RECEPTACLES PATTERN WITH TYPICAL LIGHT POLE) HANDHOLE; HANDHOLE; CONDUCTOR SIZE AS HANDHOLE MAY HANDHOLE MAY BE 6" 17 INDICATED ON THE DRAWINGS BE LOCATED LOCATED OFFSET 18 1 IN 11 111 1 111 11 111 FOR LIGHTING CIRCUITS ° N CKT 17&19 - - I I - - I14111 - - 1 1 I - - I 111 — OFFSET FROM FROM LIGHT POLE _ _ _ _ _ LIGHT POLE AS AS NECESSARY FOR a N CKT 18&20)- - -1 I I� I I I 1 — TO OTHER FIXTURES AND ° ° NECESSARY FOR FIELD CONDITIONS. 0 0 20 I I I I RECEPTACLES IN CIRCUIT FIELD CONDITIONS. LOOP 24" ALTERNATE PHASE G 2" CONDUIT CONDUCTORS, WIRE HANDHOLE, TYPICAL „ AS SHOWN ON THE 4" MINIMUM 4 MINIMUM 4" MINIMUM 4 MINIMUM 4 MINIMUM 4 MINIMUM PLAN, TYPICAL GROUND FRAME AND COVER IN HANDHOLE TYPICAL GROUND ROD IN HANDHOLE, Vim✓,,✓"",.. TYPICAL FS&T Mr.NO. � � -,1�P-It1OFIygS qC TYPICAL LIGHT POLE CIRCUITING ONE-LINE DIAGRAM LG-4238 LAYOUT STREETSIDE� 'BACK BACK OF SW> 'BEHIND BEHIND SW> � RICHARD A. yN AZZALINA m O CIVIL --+i ok TYPICAL LIGHT POLE AND �Qp0- No. �? LIGHT POLE WIRING NOT TO SCALE G EST PULLBOX LAYOUT DETAILS `' �SSIONAI_EN ((11 �MGAa NOT TO SCALE NOT FOR CONSTRUCTION S ENGINEER IN CHARGE [Rayno—B] — October 01, 2014 — 1:23pm — T: \LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Lighting Details.dwg [Notes Legend] I 150 10oe� GROVE STREET IMPROVEMENTS NOI PLANS STATE/ FED. AIDPROJ. NO. SHEET TOTAL 0 / [i , Sr ^v c, NO. SHEETS p� ry �pp 40�? M / � Q�ce�� 3 ���C / MASS. 49 53 It- O ``C� 2v Cr3 r�� 2 V ;•� FLE�48286Cgs ^ l PROJECT FILE NO. LG-423B \ FRti7 0 4p X88 Q4�TM No p^✓d a��ryery\ / //z� / � \ �4 00 / LIGHTING PLAN gRKirRU r SS'DF / 2�� PART 1 OF 2 TyiRgFTOA / \� St / (ADD ALTERNATE) r \ (7�'Ivlvo w,' 1STiry $ 0. yy \ 'Rook36�� FC�3'97 O44 4op 'W �/ n, b. SrON / n O Np \ CC 2 i� u ^ / t�o v c, f DU h/F 16 oDo \ s RD4ti / o titi_Cbh �� ST DR VC 2s k W p03e� v G q ¢ p Al) Op r, ' ' P 3� 3 " O n C LC1-04 17,R18 MAP 16 LOT 0236 / / \ �� /, ; � \ c^\� / STA 104+63 "/F MRM PROJECT MANAGEMENT BOOK 25,700 PAGE 109 STATION#2 ,4 �� ��� �<. �/ �\ r STREETSIDE z NH301E5332.47 � \ a' 411 LC1-03 19,R20 ELEV=233 �7 �a �� n r " / STA 103+46 2-C, 4#10 (C KT LC1-17,18), 3#10 (PHOTOCELL), 1#10-GND STREETSIDE r #64 3" SCH 80 PVC, 3#2 SERVICE CONDUIT. O� r 1 STORY MASONRY / a + ,� ° PROVIDE RISER ON UTILITY POLE / e° $` tia PROVIDE PHOTOCELL ON TO UTILITY SPECIFICATIONS / a� \ 12 ,�P ��� 00 LUMINAIRE WIRED BACK (RMC WHERE REQUIRED BY UTILITY) / / 4.6 �'r ' CAunONTO LOAD CENTER LC1 r o� 1=10. DANGERou COORDINATE WITH ELECTRIC UTILI� ', \o INTERSECTION (NATIONAL GRID) FOR ELECTRIC r LC1-02 17,R18 / \ ` ' / ti A biT AHEAD c R=18.`56 SERVICE CONNECTION / INSTALL CONDUIT STA 200+36 m �r \ 9 �^ / / IN TRENCH OVER 1w, d STREETSIDE �� I '' , \01 CULVERT SMH(R) z 2"C, 4#5,1#6-GND (CKT LC1-19,20) TYP. , 0'1 6 ' w 0299 / I WG \ \ ♦ \ / MAP 16 LOT 0237 V y O'( c c,6= / \ ♦ 73 / N F MRM PROJECT MANAGEMENT o� . 2"C14#10,1#10-GNDTYPICAL /v7V/ R=1s.s° a. RV 43 / X15 55 FROM HANDHOLE TO LIGHT POLE �� ♦�""` srR ca / / saoK 2s,7O0 PACE los gap LC 1-01 119,R20 4j , �- 2-,2�D / ROUE STA 102+40 "s i cR� _STREET / _ _ STREETSIDE WG R ,5.35-mow— - R� =,41 w.5 = _ - I _ YAG- 3" oM R. ^rR=5 g / SIL &C. R�24_ CMN 5 24"VCP D I I R=15.28' 104+00 Mh � � 11'C �5 i0 OUTFALL J.92 a� ry���S 'PS'7E t W� TO 24`T A6 1_6� 24',,p F V �.p n `� In iw .-..3 _ ,�..- - CP - 4--8 I C pf"" ('y�- _ - OU -� I ,. ., .;J �RCP -.. 10 PQP4La0F � VF / / �j W�5 4 ri+!!f�_— — \\ /_ !KMR= B5 RW14-02STE ► Ra �' PLA _ t-7.1 ,--moi Y� — CuV4 7 — r h RUG� � 7 q y — _ _ _ SMH(R) d-.- �r�►n'006 TION �.=='s'-- ' _��- �R.--Sii� X13.75 r/ r Qa •• r R CONSlRUC -- NPV J Mh R= . G S� GVPP i..s�„i ap l , — �_ �dN GHTING LOAD CENTER'LC1' / / ; J OF' s/DOX LOCApp'yFOOnn� a — _ ^Ro slNc N q0 r1 P dd"� / / / , DN \ U — n x c� Y 6 \ C �� ♦ NpP QMH UNe. An Q t_INt � ee Rj gP po SER P���ti / �„�+ GRA Fap I - LOCATE FOUNDATION OF *i. 5 Jti � PA Zs..N �aRKI — — �\ s E \ c LOAD CENTER ABUTTING FRONT / ! z �� R-13,27 0 / 1 \ g�j/ \/ / / *�,•► � uo "3 Now_10.7 2 C 4#6 EDGE OF SIDEWALK / I / \ / i ��♦ // 2"C, 6#6,1#6-GND I / / S.L S.D. 19-39 � (C KT LC1-17,19,18,20 TYP. J / MAP 16 LCT 0372 ( ) STATION#2025 / / VAULT (CKT LC1-21,22), k- /- N/F NORTH RIVER CANAL, ,..Ll; PK NAIL SET / / / NPV , - 1#6_GND G� *G 14�a/ #� / 1\ 900K 22,202 PAGE 393 ' F 51151165.5fi 6 / / 7 " / 89 / 2-2 C (FROM L AD CENTER 1 TO HANDHOLE), Q �1 ELEV=14.56 / as.01 a a+ 1 "+G 1a� 1P1� j \ I / / -1-2"C, 6#6 (C T LC1-17,19,18,20), 3#10 (PHOTOCELL), 1#6-GN9 TYP. T373 �" r► / 4^C1 c �- 3 1/2 STORY -1-2"C 4#6,1 -GND CKT LC1-21 22 TYP. ;�e WOOD FRAME ( ) 433/ COONO�yEj w ' UNDER CONSTRUCTION / ^gY c / /r \ LC1-05 21 ,R22 =� P1pP�04 STA 106+24 /4z U ACK OF SW O / f p0 .1�'�6 R� 5 K NPiC �p R` i p 0152 al DINN STATION#7 \ \ / P�tHOFMgss Ldp MAG NAIL SET' N 3015208.37 E 815183.18 / f RICHARD A. - AZZAUNA m / FSAT avG.ro. O ELEV=14.29 0 CIVIL LG-4238 ^ LIMIT OF ROADWAY RECONSTR CTION / / A No. 40219-1 sile p0 DES C S GOODHUE STREET STA 100+44.79 °R °"` N 3015130.0371 13 " �' V `j ,p coS,S�o 20 0 20 40EST CH( l5 Lp aP' P AA2 � / \m 1 ` E 815208.9847 �p pR GE / 'r; LOT 037, \ ` NOT FOR CONSTRUCTION MEET EXISTINGopgpa8 PP \ SCALE 1" = 20' N/F PF1i D PARTNERSHIP 0 1 E NGINEE R IN CFWRGE f yP GO \ ` / RC, :2 PAGE .5.72. [Rayno—B] — October 01, 2014 — 1: 23pm — T: \LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Lighting Plan.dwg [Sht 01] GROVE STREET IMPROVEMENTS NOI PLANS MAP C16 CEMETERY 0377/ / N/F HARMONY GROVE CROP / / � STATE FED. AID PROJ. NO. SHEET TOTAL / � NO. SHEETS 900K 1982 PAGE180/ 2-� � � MASS. -- 50 53 / PROJECT FILE NO. LG-423B LIMIT OF ROADWAY CONSTRUCTION / HARMONY GROVE ROAD STA 111 +81 .00 / Q. LIGHTING PLAN N 3016140.8716 PART 2 OF 2�� ' P / 4 � /G (ADD ALTERNATE) E 814860.8092 MEET EXISTING G m o /� / � / / J HARMONY GROVE CEMETERY MAP 16 LOT 0242 / / I N/F HARMONY GROVE CORP O= BOOK 562 PAGE 112 Z 4? / STA1lCN#6 2"C, 4#6,1# -GNDLIMIT (CKT LC2-17,18) NP 4 ME TOEX SONR�K UP/L.P#3032 / / SRW NPv r 2 �- � DEBRIS025.8 20"SPJMP 6) STUMP <; HARMONY GROVE RD U� / a °, GROVE ST 24"D GRA A CLF Li TOP S -- _ � gTUp AH AD _` BASS ' _ 'A �� /. UP 778 f,LI' --- - ) T — _ ' /� �1 401+00IP _ it { ASO¢ —1 2"VCP / P MAP 16 LOT 0235 6 \O 5 _::: - STREET N/F 50 GROVE ST. REAL ESTATE, LLG 2"C, 4#6,1#6-GND (CKT LC2-17,18) TYP. �E % ,� LCC 74834 �' ry6p`o� n9) H1 _— tt LC2-04 17,R18 % '� v%� R .4 .o BIT �� STA 109+85 q 4.�9✓ / �_s �v . �. 'v� �— — wooDEo { / STREETSIDE �� ✓ / � o v #50 z 23 C�X�rNCF LC2-06 23,R24 I o d ETAL / i \ / / 3 STORY BRICK a o = \\\r STA 400+37 22.29 d\eL /i`P1 \\\� 0Y `m - Nti��� \ OP LP \ \'` `" moo / "A ce a�r��pe 4 ; 'v`� BEHIND SW 2"C, 4#10,1#10-GND TYPICAL I n FROM HANDHOLE TO LIGHT POLE W CAU?lOs; LC2-05 21,R22 /Z % ___------- �1 �9 .� ✓�' / z HIDDEN C is STA 110+67 BCW 1` `� / �' -- - STOP 4117-VC� - \ M/, . �R BEHIND SW NSE �� ^� �,�� /\ \ �� N/F CITY sALr PROVIDE PHOTOCELL ON LUMINAIRE art: y � % R "sTaN/aR� WIRED BACK TO LOAD CENTER LC2 r, IN 1 11 1 111, 2"C, 4#10 (CKT LC2 18,R20), 3#10 (PHOTOCELL), 1#10-GND 2"C, 6#6 (CKT LC2-21 ,23,22,24), 3#10 (PHOTOCELL), 1#6-GND op" / W pxK / / / Lo�S / G P \NG L / / �D I� LIGHTING LOAD CENTER 'LC2'. LOCATE FOUNDATION OF PL ED �' n 91ALON. LOAD CENTER ABUTTING BACK EDGE OF SIDEWALK / / o° _ 93 14 R' 82 WG Pc �,� STK,NAII ,c_ SMH(Rj MH Ri3 / / OP. p#• p,N CUR/ /✓, MN V pj iB R=20.80 `, ` ' � r 301604054 J H h �Y \ r of E oso.52 2"C, 6#6,1#6-GND (CKT LC1-17,19,18,20) TYP. v m n Np 5006 ' 00 4; rn i I ELEV- 7.09 i s-6 a85� R-in i ' — / GSR-j / �s• � ro FNTF°T ,'r 3" SCH 80 PVC, 3#2 SERVICE CONDUIT. PROVIDE RISER Z MAP 16 LOT 0237^ g a� iow� \,MRS' G�,F v- /l�� .,-� a� - ' 9/ i � r� I ON UTILITY POLE TO UTILITY SPECIFICATIONS O N/F MRM PROJECT MANAGEMENT / Q' / / /� / 5V5- 'ti.3 %, ' 'GUY WIRE (RMC WHERE REQUIRED BY UTILITY) W O BCOK 25,700 PAGE 109 ( a 4i0 / ,--24 �"" / / f IL x`4.9 e'Z z / �� l / ti- o UP/L., 6`. = Z / UP#773 (OLD) 4 / GYt / / / i �.,.�\N5 p8O��k) - A \\ M II'� I S.0 AN F j ' / TOP Q�i/ / / V R 409 / 52 W e ` \� A cl ' w NO PARKING, COORDINATE WITH ELECTRIC UTILITY (NATIONAL GRID) 10 w G / 'vit �\ G �. APPRo \ �'o �� w'I I Z THIS SIDE of sTREE FOR ELECTRIC SERVICE CONNECTION _ N W"' ,.�'ON CAlTON EB x i I ' / L FN tW �, 0 <C c] DMH p G P 5'/ —c " F - _ \ REBAR �1 I R=12.97 / ''� CP' R� \ FLP a / Q 6 w / (A6al �$ , / /� LC2-02 17,R18 FND STEPS \ Ni I ' _ TOW=10.4 I B 1 52"tN ... -- _ - X07.. J _� 13.x2 �ti\ 1 L cgs -' / / / s _ / i_ 2 H'96��. ,5"RCP LINE BY OCCUPATION _ / STA 109+12 ." I �� � o - I_ 0 uc �. -A2 / _ _� / BEHIND SW MAP 16 LCT 0366 �'` P I I �O�L+Q R=13.6 � 6. - / Gij ` s> , %5 `" OF / clN/F 2YGMUNT & EMILIA JANKOWSKi N/F RWD HOLDINGS. o lk �--"1 � i rr, 2� BOOK 5147 , AGE 759 r -...� 5� / / �o �� BOOK 21,010 PAGE ::9 / \ 8,13.75 .000 � 2"C, 6#6,1#6-GND f \, R_1 G ISO. y5+' (CKT LCI-17,19,18,20 LC2-03 19,R20 CB SMH R) INNER CO R GJ // / MAP 16 LOT 0368 SIR �o STA 300+60 R=1 - " / N/F P-MAC 2"C, 4#6,1#6-GND - 28°E'-' I s RO "ING / I II ASN OF Mqs NU AGC S- / -�acA1� BUCK 17,434 PACE F; LC2-01 19,R20 (CKT LC2-17,18) �_ STREETSIDE...._ N . , ARD O=ff RICHA. 9�yG -- STA 107+88 I O �C VILA y >- I -y g m LOCAlTO OF// / '?� o II AN,,a. 4021,9p SIDELI/ /r / BACK OF SW / \3 R=33.18 GG 3 z' i '' qPc} STA TION#1 N FSSTDWG NO / PK NAIL SET N 3015681.89 l / IImo. ,, LG 4238 E 815148.01 / p� / / W ~ 12"D ; / ELEV=13 ?i �� �� U "- DE5 G LIMIT OF / I UP#3949 WORK DR clic Q`�2\ '20 0 20 40 ' ,`� CW 2a '� CAUTION Qw HIDDEN DRIVE ON RE O /^ MAS Esr cHc /�Q' / / �Y, SPEED LiMI? 20 ST / / / 4 A ; "° PARKING ?" MEET EX�g ET STA 3o1+fi8 NOT FOR CONSTRUCTION SCALE 1 = 20 1 w SIDE OF STREET TING OO 24"D t` OS ac ENGINEERINa-wRGE [Rayno_B] — October 01, 2014 — 1: 23pm — T: \LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Lighting Plan.dwg [Sht 02] T�11W, 6'-0" FROM OF POST TO OF LUMINAIRE GROVE STREET IMPROVEMENTSNOI PLANS SHEET TOTAL STATE FED, AID PROJ, NO. NO. SHEETS 2.1688 1.4988 CAST DUCTILE IRON MASS. — 51 53 LUMINAIRE HOLDER PROJECT FILE NO. LG-423B 0.9983 1 /2"-13 STAINLESS STEEL HEX HEAD LIGHTING DETAILS BOLTS WITH NUT, WASHER AND PART 1 OF 3 O O 0.0830 LOCKWASHER (2 BOLTS PER CLAMP) (ADD ALTERNATE) 1.5000 REMOVABLE 2" DIA. CAST 0.0830 ALUMINUM BALL FINIAL 1 /2" THICK STOP RING WELDED TO STEEL SHAFT 0.1660 TYP. d:::J::2.1666 B B SEE DETAIL "B" 1 1/4" STANDARD SCH. 40 STEEL PIPE (1.66" O.D.) THREADED ON ONE END GFCI RECEPTACLE WITH ALUMINUM BANNER ARM DETAIL lull, WEATHERPROOF SELF CLOSING DETAIL »A» N.T.S. "LIFT-UP" COVER WITH STAINLESS N.T.S. STEEL HARDWARE 1 (WEATHER PROOF WHILE IN USE) N .06" DIA. STEEL SAFTEY CABLE SEE SECTION A-A FOR ORIENTATION o WITH CRIMPED ENDS LARGER THAN 9188 1 /2"-13 STAINLESS STEEL HEX HEAD CENTER HOLE IN COUPLING o BOLTS WITH NUT, WASHER AND 1 1 /4" STANDARD SCH. 40 STEEL PIPE LOCKWASHER (2 BOLTS PER CLAMP) (1 .66" O.D.) THREADED ON ONE END 1 STEEL CLAMP BENT TO CONFORM WITH \ 1 STEEL SHAFT (3 CLAMPS PER UNIT) - ... \- 0.4999 0.1674 1/4" THICK STEEL SCROLL FAIL SAFE BREAK-AWAY COUPLING WELDED TO CLAMP WITH LEFT HANDED THREAD FOR SEE DETAIL "A" EASY ARM REMOVAL TAPERED STEEL SHAFT DETAIL „B„ TWIN BREAK—AWAY 0.0208 THICK Ij N.T.S. BANNERS ARM STEEL CLAMP :I- PROVISIONS (SEE BANNER ARM 0.0833 GAP VARIES DETAIL, SEE SECTION WITH POST DIA. LUMINAIRE SPECIFICATIONS (ITEM NUMBER: 823.101) A-A FOR ORIENTATION) Slo'sry.TION B-B STYLE: LECHMERE (ITEM NUMBER #: 823.101) 11" SQUARE y: HEIGHT: 2'-4 7/8" X 1" THICK N.T.S. WIDTH: 2'9" DIA. 27. 000 MATERIAL: CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M. B26-95 OF GLOBE: RIBBED GLASS BANNER AR 1 1/4" X; 2" SLOT TO FINISH: POWDER COAT - GLOSS BLACK ACCOMMODATE A 1" LAMPING: 155W LED DIA. ANCHOR BOLT (4 VOLTAGE: ELECTRONIC WIRED AT 120-277 PLACES) NUM. OF BOARDS: 2 7 O.D. OF COLOR TEMP: 4500K STEEL SHAFTDISTRIBUTION: TYPE III (ASYMMETRIC DISTRIBUTION) OPTICS: CROSSFIRE REFRACTIVE OF CL OF CROSSARM MODIFIER: COLUMBIA VERTICAL ALIGNMENT RECEPTACLE OUTPUT: 11,500 LUMEN MINIMUM 11 " DIA. CROSS ARM SPECIFICATIONS (ITEM NUMBER: 821 .3) BOLT CIRCLE °° STYLE: CAMBRIDGE SINGLE (ITEM NUMBER #: 821.3) = , WIDTH: 6'-0" FROM q OF POST TO �_ OF LUMINAIRE MATERIAL: CAST DUCTILE IRON WITH 2" STANDARD STEEL PIPE AND STEEL SCROLL WORK 9. 6850 OF BANNER ARM, ACCESS DOOR FINISH: POWDER COAT - GLOSS BLACK AND HAND HOLE SECTION A-A WOVE w N.T.S. LAMP POST SPECIFICATIONS (ITEM NUMBER: 821 .3) 7 GUAGE, NON STYLE: CAMBRIDGE STEEL (CITY OF SALEM) FLUTED STEEL SHAFT LOGO DETAIL HEIGHT: 27'-0" .14" PER FOOT TAPER N.T.S. BASE: 17" DIAMETER N MATERIAL: w w SHAFT: 7 GAUGE, SMOOTH STEEL MONOTUBE CONSTRUCTION a w I=- 3/4" TYP. BASE: PLEASE SEE QUANTITY 0 0 BORE I.D. OF BASE 2 1 /4 21 /4 FINISH: 2" HIGH LETTERS WITH C14 = in AND CAULK TOSHAFT: HOT DIPPED GALVANIZED & POWDER COAT - GLOSS BLACK A 3/16" REVEAL - v I-__ 0 ENSURE A CLOSE 21' BASE: POWDER COAT - GLOSS BLACK GALE® MA SEE LETTERING DETAIL o 0 ¢ YA FIT. CAULKING TO ACCESS DOOR: LOCATED IN BASE TO COINCIDE WITH HAND HOLE LJ m = _j BE DONE IN FIELD O IN STEEL SHAFT SECURED WITH TAMPER PROOF HEX FORORIENTATION � D' - o BY CONTRACTOR. SOCKET SECURITY MACHINE SCREWS LL_ D == x 7) 2 1/4" GROUND STUD Q 0 0 x 0 PROVISIONS: 1 /4" -20 SQUARE NUT WELDED TO INSIDE WALL OF SHAFT zz 0: OPPOSITE HAND HOLE FOR GROUND STUD (STUD BY OTHERS) 2.7390 SEE LOGO DETAIL F_ a M ACCESS 1 1 /2 1 1 /4" ANCHOR BOLTS: (4) 1" DIA. X 36" + 4" HOOK (FULLY GALVANIZED WITH 2 iw 0 DOOR 1/2" TYP 1 1/2" GALVANIZED NUTS AND 2 GALVANIZED WASHERS PER BOLT) vt BOLT PROJECTION: 5 REQUIRED MA u�4 2��P�'CN OF Mq SgPy _SAL FSST Mr.NO. � 2 1 /4" � RICHARD A. ul AZZALINA m OF ACCESS DOOR o CIVIL LG-423B i ky}Cr ° No. 40219 y DES DKK " •~k; ,' LETTERING DETAILSSSIONALENNOTE: . FOR GENERAL NOTES' LEGEND AND 17 DIAMETER 'y\ :. FG (A A A N.T.S. R ABBREVIATIONS, SEE SHEET 48. PRECAST ESP DIS FOUNDATION NOT FOR CONSTRUCTION EWINEERIN C114RC,E \ [Rano—B] — October 01, 2014 — 1:23pm — T:\LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Lighting Details.dwg [DETAILS 1] 1 I GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED. AID PROJ.NO. N0. SHEETS GREEN: NOTE BOND CONNECTIONS TO MASS. -- 52 53 GROUND ROD AND GROUNDING BUSHINGSPROJECfFILENo. LG�23B o PUT CIRCUIT COLOR ON FRAME AND ON RGS CONDUIT SEE NOTE 8 B MARKING TAPE AT MINIMUM LENGTH OF WIRE 30" LIGHTING DETAILS INDICATED POSITIONS NG SEE HANDHOLE PART 2 OF 3 HANDHOLE NOTES co EXTENDED ABOVE GROUND ►� 25 LABELING DETAIL : 00 ON THIS SHEEP {ADD ALTERNATE) N HANDHOLE LABELING DETAIL 1 . ALL CONDUIT ENTERING HANDHOLES SHALL EXTEND INTO THE HANDHOLE CAVITY NOT TO SCALE BY AT LEAST 2". 13 18 2, ALL HANDHOLES SHALL BE PRECAST CONCRETE REINFORCED WITH STEEL, AND 12" 3 SHALL BE FREE OF CRACKS OR OTHER DEFECTS, CONCRETE FOR PRECAST CONCRETE HANDHOLES SHALL BE 5000 PSI, 3/8 IN., 660 CEMENT CONCRETE MASONRY. REINFORCING BARS SHALL CONFORM TO AASHTO DESIGNATION M31 (ASTM LOOP WIRE AS MORTAR SEE A g A DESIGNATION A 615) GRADE 60. AND SHALL BE EPDXY COATED. INDICATED T NOTE 3 PLAN YELLOW METALLIC 3. CAST IRON FRAME SHALL BE MORTARED TO THE SURFACE OF THE PRECAST BELL END (TYPICAL (ENDS UP) GRADE » GRADE WARNING TAPE, 13 244 YPICAL HANDHOLE. „ � T FOR PVC) GROUNDING BUSHING GROUND FRAME 4. ALL CONDUIT INSTALLED IN HANDHOLES SHALL BE INSTALLED IN KNOCKOUTS TYPICAL FOR RM) PROVIDED IN THE BOX AND NO EXCESS KNOCKOUTS SHALL BE MADE. THE a" MIN. 0.12 SQ. 12" KNOCKOUTS ARE DESIGNED TO BE MADE PRIOR TO BACKFILLING AROUND THE IN. STEEL PER HANDHOLES. AFTER THE CONDUIT HAS BEEN INSTALLED IN THE HANDHOLE, THE VERTICAL FOOT OPEN SPACE BETWEEN THE BOX AND THE CONDUIT WILL BE SEALED WITH CLASS B °° " CEMENT CONCRETE MASONRY. ANY CONDUIT INSTALLED IN SUCH A MANNER AS TO GROUND ROD 1 CL PROVIDE 42 OF 36» GROUND CABLE �1" CL 30"36„ BLOCK COMPLETE ACCESS TO ANY OTHER CONDUIT SHALL BE REMOVED AND GROUND COVER RESET. " SEE 4 GND #6 AWG "'° y � f _ NOTE 2. 5. FOR THE EXACT NUMBER, SIZE, AND ORIENTATION OF THE CONDUITS ENTERING THE R BARE CU � HANDHOLE, SEE PLAN SHEETS. HANDHOLE WIRING DETAIL ' Pw PVC CONDUIT 6. CAST IRON HANDHOLE COVERS AND FRAMES SHALL BE PRODUCED BY THE SAME NOT TO SCALE ^k SEE NOTE 1 MANUFACTURER AND IN ACCORDANCE WITH MASSDOT SPECIFICATIONS. GRAVEL FILL 0 Q c'; ti o 0 0 °, o ° 7. METAL HANDHOLE COVER AND FRAME ARE TO BE BONDED (GROUNDED). DRILL AND ALL AROUND fizz k i cd� � ,� r n n C� n TAP FRAME FOR MECHANICAL GROUND LUG CONNECTION. INSTALL A SERVIT POST CONDUIT (TYPICAL) RM CONDUIT GROUNDING CONNECTOR SUITABLE TO ACCOMMODATE ONE BARE #6 CONDUCTOR. 1 g" 6" GRAVEL FILL SEE NOTE 1 EXTEND #6 GROUND CONDUCTOR THROUGH FRAME LUG TO BOND COVER. PROVIDE BELL END TYPICAL 8' X 5/8" 42" OF SLACK FROM FRAME LUG TO BOND COVER. EXOTHERMICALLY WELD GROUND FOR PVC CU CLAD GROUNDING BUSHING CONDUCTOR TO COVER. BOLT TYPE CLAMP (TYPICAL 8. FUNCTION DESIGNATION ON THE HANDHOLE SHALL BE LABELED AS FOLLOWS PER SECTION B SECTION A FOR RM) NEC ARTICLE 314.30D: 4D— PRECAST COQ,i ,RETE ELECTRIC HANDHOLE "LIGHTING" FOR LIGHTING CONDUIT #3 SPIRALS ® SIZE 24 13 X 36 (SD2-022) 3" PITCH " NOT TO SCALE (TYP) 1 DRAINAGE' TROUGH INSULATED GROUNDING 20 BUSHINGr 2" CHAMFER FINISHED GRADE PAVEMENT NOTES FOR REPLACE DISTAED REFER TO CONTRACT DRAWINGS REFER TO CONTRACT DRAWINGS AREA WITH 4 LOAM FOR PAVEMENT DETAILS FOR PAVEMENT DETAILS ' TRENCH PATCHING : BORROW AND SEED Z EXIST. PAVED SURFACE EXIST. SURFACE 1 . FOR TRENCH CUTS WITHIN PAVED SURFACES, (MAINLINE AND LOCAL ROADS) WHERE SUCH TRENCH CUTS HAVE A DEPTH OF 4' OR LESS, +++++++++++ ?.` ; CONTROLLED DENSITY FILL (CDF) FOR BACKFILL + + 2" RGS IS MANDATORY. CONTROLLED DENSITY FILL TYPE 2E, (FLOWABLE-EXCAVATAB LE)SHALL MEET THE ' cV #3 SPIRALS ® REQUIREMENTS OF SECTION M4.08.0. CN '- 3" PITCH 12' 12" (TYP) DETECTABLE FOR VERTICAL CAUTION TAPE REINFORCEMENT DETECTABLE USE 8-#5 M CAUTION TAPE 2" CONDUIT (BRACE '0 EVERY 10' ON CENTER) COMPACTED GRAVEL BORROW 2" CONDUIT APPROVED FILL. SEE TYP. TYPE C - (ALL STONES TO PAVEMENT NOTE 1 3" CL.. TOP 2" CLEARANCE BE LESS THAN 2") AND BOTTOM 9" LIGHT STANDARD FOUNDATION NOTES: 18" 1. CEMENT CONCRETE FOR FOUNDATIONS TO BE 4000 PSI, 1 .5", 565 r ,A OF CEMENT CONCRETE. REINFORCING STEEL: SEE M4.03.05 OF THE a� °y O RICHARD A. G STANDARD SPECIFICATIONS AzzauNA O CIVIL 2. A MINIMUM SLOPE OF 1/8" PER FOOT FROM EDGE OF BASE SINGLE CONDUIT (UNDER GRASS AREA. CONDUIT UNDER ROADWAY No. 40219 N PLATE TO FACE OF CONCRETE. SSS O OR SIDEWALK NAL 3, THE ANCHOR BOLTS :SHALL BE SUPPLIED BY THE LIGHT STANDARD MANUFACTURER. THE MANUFACTURER SHALL ALSO FSRT MV&No. SUPPLY A TEMPLATE FOR SETTING THE BOLTS AND SHALL LG-423B INDICATE THE NECESSARY PROJECTION. NOTE: °EB cm 1 . FOR GENERAL NOTES, LEGEND AND °R ew HIGHWAY LIGHT STANDARD FOUNDATION TYPICAL TRENCH DETAILS FOR CONDUIT ABBREVIATIONS, SEE SHEET ## EST cw NOT TO SCALE NOT TO SCALE NOT FOR CONSTRUCTION ENGINEER IN CRAPnE [Rayno—B] — OCtober 01, 2014 — 1:23pm — T: \LG-4238 Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Lighting Detaiis.dwg [DETAILS 21 CONNECTION UTILITY SERVICE PHOTO-ELECTRIC SWITCH GROVE STREET IMPROVEMENTS CONNECTION ON LUMINAIRE NEAREST \ LIGHTING CONTROL LIGHTING CONTROLLER PC N I NOI PLANS STATE FED.AID PROJ. NO. SHEET TOTAL CABINET 120/240VOLT, 100 AMP PANELBOARD NO. SHEETS UTILITY WITH SPLIT BUSS AND 100 AMP METER SECTION MASS. 53 53 METER LIGHTING CONTACTOR COVER / -y --- ;\0 • PROJECT FILE N0. LG1323B PROVIDE 3 TERMINAL 13\ � * LIGHTING DETAILS M BLOCK LUGS FOR 16" 18" CONTROLLER SHALL BE PHOTOCELL FIELD G °GFI PART 3 OF 3 RECEPTACLE WIRING CONNECTIONFINISH F 100 AMP ( ______I ACROLONAI BOTTLE GREEN �---- * --� (ADD ALTERNATE) 2 POLE BLACK (STANDARD FEDERAL * FOUNDATION SHALL BE WINDOW METER METER COLOR #14066) 6" WIDER AND LONGER HOT DIPPED GALVANIZED ANCHOR BOLT 20A/1P 15A/1P I I � AND COVER THAN CABINET BASE (TYP FOR 4). TO BE INSTALLED BOLT SIZE, SPACING AND Z � I- METER SOCKET - PROJECTION ABOVE CONCRETE RECEPTACLE Q o � PROVIDE �'� PER MANUFACTURER'S TEMPLATE 20A/1P 15A/1P = O a RED II FIELD-INSTALLABLE PROVIDE ANCHORING, CONTROL CKT � � �' � � FIFTH TERMINAL KIT PHOTOCELL II LIFT-OFF PER MANUFACTURERS WINDOW — ! — COVER SERVICE RECOMMENDATION " ABOVE CONCRETE PROJECTION L— �J C 48" �� 3 SIDEWALK 4" 4" 100A CONTACTOR-1�C GROUND fl SALEMWHITE ° SALEM ° 1.1 II i' LINE LIGHTING CONTROL HINGED I IEE ,, ,,, - ° B DEADFRONT PREFORME JOINT 20A/1P 20A/1P I 22 1/2" �• 8' x W DIA. GROUND ROD IN CONTACTOR COIL II 3 -6 FILLER BE UTILITY ! 1 " PVC SLEEVE SET FLUSH 20A 1P 20A 1P I I FOUNDATION AND TERMINATION WITH TOP OF CONCRETE II LANDING SIDEWALK OR PANELBOARD II CONCRETE AREA NAMEPLATE II 4000 PSI CEMENT 900 ELBOWS - NUMBER, SIZE & TYPE REQUIRED IN PLANS SECTION PLACARD CONCRETE OR SPECIAL PROVISIONS GND N I f 17L L " ---1 NOTES: FRONT VIEW SIDE VIEW 1 . ALL EXPOSED EDGES SHALL BE CHAMFERED Y4". NOTES: 2. CONTRACTOR SHALL MAINTAIN ACCESS TO BOTH SIDES OF LOAD CENTER. REFER TO PANEL FRONT FOR CUSTOMER ACCESS, BACK FOR U1LITY ACCESS. CONTRACTOR SCHEDULES FOR NUMBER, 11 . PROVIDE MILBANK CP3B5111OA22SL'1 MODIFIED WITH 100 AMP CONTACTOR, PHOTOCELL TERMINALS, MAY ROTATE LOAD CENTER 90 DEGREES IF NECESSARY TO MAINTAIN ACCESS. SIZE AND LOAD OF CIRCUIT _ FIFTH TERMINAL KIT FOR USE Wi?'-i RINGLESS METER SOCKETS (COORDINATE WITH ELECTRIC UTILITY 3. CONTRACTOR MUST MAINTAIN SIDEWALK CLEARANCE OF 3' MINIMUM AROUND BREAKERS FOR METER SOCKET REQUIREMF.I)' S), MOUNTING BASE, ANCHOR BOLT KIT, GFCI RECEPTACLE, AND CONCRETE FOUNDATION \z5/8"x 8' GROUND RODS, SIX FEET (MINIMUM) APART INTERNAL LIGHT FIXTURE OR I!ALENT BY MYERS POWER PRODUCTS, OR VIT STRONG BOX. CONCRETE FOUNDATION FOR ONE LINE DIAGRAM LIGHTING C %i,JTROL CABINET DETAIL LIGHTING CONTROL CABINET NOT TO SCALE NOT TO SCALE NOT TO SCALE PANELBOARD LC1 - UNSWITCHED If PANELBOARD LC2 - UNSWITCHED UNSWITCHED LOADS ONLY SHORT CIRCUIT BRACING: 10-KAIC i UNSWITCHED LOADS ONLY SHORT CIRCUIT BRACING: 10-KAIC BUS: 120/24OV, 1 PH, 3W, 60HZ CABINET: 'SURFACE I` / BUS: 120/24OV, 1 PH, 3W, 60HZ CABINET: SURFACE MAIN LUGS ONLY : 100A PANEL LOCATION: GROVE ST STA 104+71 LT I f MAIN LUGS ONLY : 100A PANEL LOCATION: GROVE ST STA 110+25 RT FEEDER SIZE: 3#2, 1 #2-GND GROUNDBAR I f FEEDER SIZE: 3#2, 1 #2-GND GROUND BAR J LOAD SERVED HP VA VA CKT. NEUTRAL CKT. VA VA HP LOAD SERVED I VA VA CKT. CKT. VA VA A B N0. A B N0. A B LOAD SERVED HP A B N0. NEATBAL N0. A g HP LOAD SERVED MAIN _ 1 1 OOAo 0 2 50 CONTROL CKT MAIN _ 1 1 DOAo 0 2 50 CONTROL CKT MAIN _ 3 100 0 4 180 GFI RECEPTACLE MAIN _ 3 —0 C o— 4 180 GFI RECEPTACLE SPARE - 5 0o OOA 6 _ SWITCHED LOAD CENTER (BELOW) SPARE - 5 0 0100A 6 - SWITCHED LOAD CENTER (BELOW) SPARE - 7 0 6 0— 8 _ SWITCHIED LOAD CENTER (BELOW) SPARE - 7 0 0- 8 - SWITCHED LOAD CENTER (BELOW) SPARE - 9 0 0 10 - SPARE SPARE - 9 0 0— 10 - SPARE SPACE - 11 12 - SPACE SPACE - 11 12 - SPACE SPACE - 13 14 - SPACE SPACE - 13 14 - SPACE SPACE - 15 16 - SPACE SPACE - 15 16 - SPACE • �"�jH G M�SS9C PANELBOARD LC1 - SWITCHED PANELBOARD LC2 - SWITCHED ° RIAZCIVIL ynC SWITCHED LOADS ONLY SWITCHED LOADS ONLY 0 N°. 40219 y FSS/ N_ALRNG GROUND BAR IGROUND BAR VA VA C KT. C KT. VA VA VA VA C KT. C KT. VA VA LOAD SERVED HP A B N0. NEUATgRAL NO. A g HP LOAD SERVED LOAD SERVED HP A B NO. NEATBAL NO. A B HP LOAD SERVED LUMINIARES - LIGHT POLES 02, 04 310 17 18 360 RECEPTACLES - LIGHT POLES 04, 04 LUMINIARES - LIGHT POLES 02, 04 310 17 018 360 RECEPTACLES - LIGHT POLES 02, 04 LUMINIARES - LIGHT POLES 01 , 03 310 19 0 0 20 360 RECEPTACLES - LIGHT POLES 01 , 03 LUMINIARES - LIGHT POLES 01 , 03 310 19 0 0 20 360 RECEPTACLES - LIGHT POLES 01 , 03 LUMINIARE - LIGHT POLE 05 155 21 0 00 22 180 - RECEPTACLE - LIGHT POLE 05 LUMINIARES - LIGHT POLES 05 155 21 0 22 180 RECEPTACLES - LIGHT POLES 05 SPARE - 23 0 :::t 0 24 SPARE LUMINIARES - LIGHT POLES 06 155 23 0 0 24 180 RECEPTACLES - LIGHT POLES 06 SPARE - 25 ij o 26 - SPARE SPARE - 25 0 0 26 - SPARE SPACE - 27 28 - SPACE SPACE - 27 28 - SPACE F58T UNG N0. SPACE - 29 30 - SPACE SPACE - 29 30 - SPACE LG-423B SPACE - 31 32 - SPACE SPACE - 31 32 1 1 - SPACE DE9 CHK VA A: 1055 VA B: 850 ALL BRANCH C/B: 20 AMP TRIP VA A: 1055 VA B: 1185 ALL BRANCH C/B: 20 AMP TRIP oa cw TOTAL CONNECTED LOAD: 1905 VA UNLESS OTHERWISE NOTED TOTAL CONNECTED LOAD: 2240 VA UNLESS OTHERWISE NOTED E TT CH NOT FOR CONSTRUCTION EMNEERINCKAME NOTE: FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET ## [Rayno—B] — October 01, 2014 — 1:40pm — T.-\LG-423B Salem Grove St\Submissions\Final Salem Conservation Commission\Grove St Lighting Details.dwg [DETAILS 3] / I NP3015932.14 �--T FOOTPRINT POWER / SALEM HARBOR ESTATE LP 5 \ E 823103.65 EL. +15.60 �� rs PROJECTv+ �` 4 A.. LOCUS CHA►N ' F SCALE: 1 3,000' LOCUS PLAN ® �'� K r r % E �- L0 00 ry Mi.'s-..'{'! r a yhZ� � '•t S � / (\r`/l' / iKs .e w>� •ur - ~ W W S S C I O W W 5 \ _ S S SALFwIEYYHARF w W S - S — E- c c I I TOE OF RIPRAP Q\ \ \ \ \a \ 6x C N 11NK _� W W e E TEL \ \ 4 - - S c E La LB ONW \.\\\ O ° 00 �a 0� �� �� �0 700 �� �� �0 aaao � ao �� �� a� 0� 0� �0 �� �a a� �o a o� �� 0� �� �� o� ������0 J �Bel I »E E � E E E E � � o � . w ®1a MHW b � r i 0 — COASTAL BEACH i --- 0 O 8 U� I _ \o 0 ,�, IF \ JIPS — S DER OCEAN 8 UNDER G 00000/00 I TO OF RIPRAP o I )OD o / h / / a 1 \v _ DING SALEM HARBOR aQy a d v \ Q 0 \ 1 1 AREA OF ARCHAEOLOGICAL J I SIGNIFICANCE — — — o m - - - - - Cj N CD CJ 0 o ` WOODS.. .. 6„ J o 2 _ � � S» � WOOD o BUILDING `D S a \ HW „ r A B 60 v \ 15.14 w WG O WG o 2g 14. 3 14.53TW o OHW a oY �— = G ci•F E, HAWTHORNE COVE MARINA BHCM INC 0 N Finnnnnnnnn O Z H U Q H Z O U to H (Y W (L Of Of 0 EXISTING CONDITIONS Q PLAN J U W W SALEM PORT EXPANSION a COMMERCIAL MARINA & DREDGE CITY OF SALEM SALEM , MA Q MARCH w 2014 N BALD �� DATUM Lc) BOURNE 100 YR FLOOD +16.2 o NO 3 L HTL MHW +11.0 Bourne Consulting Engineering, PC 3 Bent Str NGVD29 +4.4 eet S _ M LW 0.0h A 02038 BC� - - - lay (gyp@) 533-6866 F.f3' J 539-0630 2DRAWN: JSF / G 0 40 80 CHECKED: DRAWING NO. 32906-01 -01 X FOR PERMITS ONLY APPROVED: NOT FOR CONSTRUCTION SCALE: 1 `40'-0" DATE: 04/11/14 SHEET 1 OF 2 ;� REVISIONS b ENGLAND, NG' USGEN W E ND, K FENCE �� k 0 R 1 „D 9p IL S IL °P �\ •.� Y 7 BAYS ® 20'-0" G.C. R IL 1 o RIPRAP TOE oO PROPOSED 60'X4' CLEAR GANGWAY I ' 6 13 14 15 -, 16 17 18 1 � I / ­4> 000 00 00 00 00 00 00 00 00 00 00 �� 00400400400400400400 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00EE 00400 00 00 r . .�,Q II II II II B , ..•..... , J aHEETPILELBU�HEAD \\ Q PROPOSED 40'X10' FLOATS 2 SD e G nr - u HW HTL ° io 0 11 Ll ° — 5 - — / — — — _ — — — — .t _ — PREVIOUSLY PERM R EXTENS / 4 3 - - - - - — EMLW ' O 8 O 0 0 — — 2 RIPRAP TOE BARGE � � - ( o � Q Q - I \ PROPOSED 40'X4' FLOATS DREDGE TO -3 WITH W p -T C 1' OVERDRE GE Q TOE OF SLOPE J� \ 12" MOORING PILE (TYP.) 71 328't L/ Q O d 4- Q 128' I 9Tt 152't Q Q SALEM HARBOR o O O p - PROPOSED DREDGE AREA TO -9 W/ 1' OVERDREDGE (47,250 SF) Q V Q Q 4 • _ 9 7 _ i a o I CL714 - 04 PROPOSE 40'X6' FLOATS o TOTAL FLOAT AREA = 4,920 SO. FT N 13't I cli 14.73TW \ 14.531W 15.141W / J Q A PRC OSE CO IT I NS PLAT 2 o SCALE: 1"=30'-O" zz O U a O a N O EXISTING SEAWALL H S N PROPOSED GANGWAY O 14"0 STEEL PIPE PILE TIP EL +20.0 BACK OF SHEETPILE WALL j (2) REQUIRED TOP EL. +4.0 N O 24 TYP. Z EXISTING RIP RAP EL. +4.0 EL. VARIES Q v - MHW EL +8.9 EL. +2.0 PROPOSED SHEET PILE V MLWEL 0.0 _. _.... ...._.._ ..... .. ................... . O ZONE OF ARCHAEOLOGICAL SIGNIFICANCE IDENTIFIED OBY UMASS AMHERST INVESTIGATION (-8 TO -5) EXISTING MUDLINE N EL. -3. EL. VARIES - -----_. » _ __ ..»..»»__ » .._» .»». »»»»»» ._..». ._. .»._. 0.0 TIP EL TO BE CONFIRMEDw KI a 30'-00 so r 1 O H a J w USAGE REQUIRED BUFFER ZONE FOR AREA PROPOSED CONDITIONS OF ARCHAEOLOGICAL SIGNIFICANCE PROPOSED DREDGE DEPTH -9 (W/ 1' OVERDREOGE) PROPOSED CONDITIONS - SECTION w SALEM PORT EXPANSION PROPOSED CONDITIONS -SECTION 2 SCALE: 1/8"=l'-O" COMMERCIAL MARINA & DREDGE L B CITY OF SALEM 3 SCALE: 1"=10'-0" w ,,,,�R � SALEM, MA MARCH 2014 va BOURNEItti �.32616Q W DATUM 0 BO SS I STS 4.'��4: HTL YR FLOOD ++8 9 F BOUI'ae Goa wring Eagiaeer3ag, PC j '.�� NGVD29 +4.4 BCL 3 Bent Sired xI 1A 02M MLW 0.0 T8L (508) 539-BBBE FI& (508) 533-0800 y� G� DRAWN: JSF i 0 30 60 CHECKED: DRAWING NO. 32906-01 -02 FOR PERMITS ONLY APPROVED: NOT FOR CONSTRUCTION SCALE: 1 "=30'-O" DATE: 04/1 1/14 SHEET 2 OF 2 REVISIONS