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64-580 - CANAL STREET - CONSERVATION COMMISSION c��(- spa c��, � . ��,��„,�.,.�-� �� ,1 "V4 ; ;v CITY OF SALEM �9 CONSERVATIONM CO MISSION October 17, 2017 David Knowlton, PE City of Salem 120 Washington St. Salem, MA 01970 Re: Extension Permit for Order of Conditions—DEP#64-580—Canal Street Improvements Dear Mr. Knowlton: Enclosed, please find the Extension Permit for the above-referenced Order of Conditions. The attached Extension Permit must be recorded at the South Essex County Registry of Deeds. Once recorded, please return a copy of Page 2 of the Extension Permit, 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. Y Ashley Green Conservation Agent Enclosure cc: DEP Northeast Regional Office Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP Pae"umber: ro° WPA Form 7 — Extension Permit for Orders of Conditions 64-580 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. General Information Important: When filling out 1. Applicant: forms on the City of Salem c/o David Knowlton computer,use Name only the tab key to move 120 Washington St, FI. 4 your cursor- Mailing Address do not use the Salem MA 01970 return key. Cityrrown State Zip Code .�I 1 2. Property Owner(if different): City of Salem Name 93 Washington St Mailing Address Salem MA 01970 cityrrown State Zip Code B. Authorization The Order of Conditions (or Extension Permit) issued to the applicant or property owner listed above on: 110/Date28/2014 Issued by: Salem Conservation Commission for work at: Canal Street(see plans) N/A-roadway Street Address Assessors Map/Plat Number Parcel/Lot Number recorded at the Registry of Deeds for: South Essex County Book Page Certificate(if registered land) is hereby extended until: 10/28/2020 Date Date the Order was last extended(if applicable) This date can be no more than 3 years from the expiration date of the Order of Conditions or the latest extension. Only unexpired Orders of Conditions or Extension may be extended. This Extension Permit must be signed by a majority of the Conservation Commissi and a copy sent to the applicant and the appropriate DEP Regional Office (htt ://www.mass. ov/eea/a enci.es/massde /aboutteon ctstrind-the-massde -re al-o ice-for- ourcit or- town.html). Signatures: ate wyaf0.7.dm-rev.5/29/2014 Page 1 of 2 r Massachusetts Department of Environmental Protection t\ Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 7 — Extension Permit for Orders of Conditions 64-580 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP C. Recording Confirmation The applicant shall record this document in accordance with General Condition 8 of the Order of Conditions(see below), complete the form attached to this Extension Permit, have it stamped by the Registry of Deeds, and return it to the Conservation Commission. Note: General Condition 8 of the Order of Conditions requires the applicant, prior to commencement of work, to record the final Order(or in this case, the Extension Permit for the Order of Conditions) 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, it shall be noted in the Registry's Granter Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, it shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. Detach this page and submit it to the Conservation Commission prior to the expiration of the Order of Conditions subject to this Extension Permit. To: Conservation Commission Please be advised that the Extension Permit to the Order of Conditions for the project at: Project Location DEP File Number has been recorded at the Registry of Deeds of: County for: Property Owner and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original Order of Conditions on: Date Book Page If recorded land the instrument number which identifies this transaction is: Instrument Number If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpafw Td.•rev.5/29/2014 Page 2 of 2 CITY OF SALEM s� CONSERVATION COMMISSION October 28, 2014 David Knowlton, City Engineer City of Salem 120 Washington St. Salem, MA 01970 Re: Order of Conditions—DEP #64-580—Canal Street Improvements Dear Mr. Knowlton: Enclosed, please find the Order of Conditions for the above referenced project. Following the 10-business-day appeal period (as of October 28, 2014), this document must be recorded at the 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. As indicated in the Order, prior to any work commencing: 1. this Order must be recorded, 2. a sign must be displayed showing DEP File#64-580 within public view, and 3. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions, please feel free to contact me at 978-619-5682. Sincerely, Tom Devine Conservation Agent Enclosure CC: DEP Northeast Regional Office Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 / WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town A. General Information Please note: Salem this form has 1. From: been modifiedConservation 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 David Knowlton, City Engineer a.First Name b. Last Name Important: When filling City of Salem (c/o David Knowlton) out forms on c.Organization the computer, 120 Washington Street, 4m floor use only the d. Mailing Address lab 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. r� a. First Name b.Last Name City Salem c.Organization e 93 Washington Street d. Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code 5. Project Location: Canal Street (see plans) Salem a.Street Address b.City/Town NA- roadway c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: d m s d IT s d. Latitude e. Longitude wpaform5xcc• rev.07=014 Page 1 cf 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 WPA Form 5 — Order of Conditions MassDEP File# 1 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): NA- roadway a.County b.Certificate Number(if registered land) c. Book d. Page 7. Dates: 10/14/2014 10/23/2014 10/28/2014 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 f.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. ❑ Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. E] Private Water Supply e. [I Fisheries f. Wi 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. wpafarrr5.doc• rev.07/222014 Page 2 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-580 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.) 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. linear feet 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.linearfeet b. linearfeet c. linearfeet d.linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet s. ❑ Land Under a. Waterbodies and square feet b.square feet c.square feet d.square feet Waterways e.Gy dredged f.Gy 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 a. ❑ 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 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet j.square feet wpaform5.doc• rev.07/22!2014 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 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.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement to. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas ft. ❑ Land Under the Ocean a.square feet b.square feet c.Uy dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment ❑ Coastal Dunes cu yd cu yd 14. a.square feet b.square feet c. nourishment d. nourishment 15. ❑ Coastal Banks a. linearfeet b. linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 13. ❑ Land Under Salt Ponds a.square feet b.square feet c.Uy dredged d.Uy dredged tg. ❑ 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.Uy dredged b.Uy dredged 21. ® Land Subject to 273,200 273,200 Coastal Storm a.square feet b.square feet Flowage vvpaform5.tloc• rev.07/222014 Page 4 cf 12 J Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 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.) #22. If the 22 ❑ Restoration/Enhancement project is for the purpose of restoring or enhancing a a.square feet of BVW 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 (BVW)or The following conditions are only applicable to Approved projects. B.17.c(Salt Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures, shall be deemed cause to revoke or modify this Order. the additional g y fy 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 10/28/2017 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. w aform5 doe rev.07/22/2014 Page 5 of 12 t� Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 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.) 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"j "File Number 64-580 " 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.07222014 - Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-550 WPA Form 5 — Order of Conditions MassDEPFile# 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") (1)® is (2)❑ is not 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; iii. 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. vvo&orm5.doc• rev.07/222014 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town 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(f)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.dcc• rev.07/22/2014 Page 8 of 12 y Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town 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): The attached special conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance wpaform5.doc• rev.07/222014 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 WPA Form 5 — Order of Conditions MassDEP File# 1 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. ® 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): The attached special conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance wpaform5.doc• rev.07@212014 Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands Gtf-5-e6 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# s. Cityrrown E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1. 7fvlssuance on the computer, use only the tab Please indicate the number of members who will sign this form. 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 reque to or hand delivered to key. the applicant. A copy must be mailed, hand delivered or filed el ct nicall sa ime jO� withtherpropriate MassDEP Regional Office. (( Signatlar b� -n n by hand delivery on certified ma' In receipt requ este Dat 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. w a5stgsdoc• rev.02252010 P.g.0 dQ, Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-580 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem CityrFown 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 MassDEP 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 wpaform5.doc• rev.07/2212014 Page 12 of 12 Attachment to Order of Conditions # 64-580 v X404 Page 1of 5 SALEM CONSERVATION COMMISSION DEP FILE #64-580 Canal Street Improvements City of Salem, Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (10/16/2014, online) from Natural Heritage&Endangered Species Program(NFIESP)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 contain any vernal pools. The Order permits improvements to Canal Street from the intersection at Jefferson Avenue and Loring Avenue to the intersection of Washington and Mill Streets, per October 14, 2014 Notice of Intent, approved plans, and these conditions. 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#64-580 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)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 # 64-580 kPage 2of 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 Massachusetts Department of Transportation, Highway Division, Plan and Profile of Canal Street Reconstruction, sheets 1-21 and 89-102 (Title) 10/13/2014 (Dated) Brian A.Myers (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 g o Attachment to Order of Conditions # 64-580 �)' Page 3of 5 this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 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. There shall be adequate additional erosion and sediment controls stored onsite 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 straw bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. Attachment to Order of Conditions # 64-580 Page 4of 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,strawbale 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 the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: Attachment to Order of Conditions # 64-580 UAWPage 5of 5 A` (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. 1 1 NOTICE OF INTENT Canal Street Roadway Reconstruction Project 1 Salem, MA 1 1 1 1 Application of: 1 City of Salem 1 Submitted to: 1 Salem Conservation Commission 1 Massachusetts Department of Environmental Protection (Northeast Region) 1 Submitted by: 1 A_COM 1 1 October 14, 2014 1 ' A�I�rV/I■ AECOM 7812465200 tel �rO 701 Edgewater Drive 781 245 6293 fax _ ' Wakefield,MA 01880 www.aecom.com October 14, 2014 ' Salem Conservation Commission Attn: Mr. Tom Devine, Conservation Agent 120 Washington St., 3rd Floor Salem, MA 01970 SUBJECT: NOTICE OF INTENT ' Canal Street Roadway Reconstruction Project City of Salem Dear Commission Members: On behalf of the City of Salem,AECOM respectfully submits 8 copies of this Notice of Intent(NOI)for the ' Canal Street Roadway Reconstruction Project in Salem, MA. The project is located on Canal Street from its intersection with Mill Street/Washington Street to the north to its intersection with Jefferson Avenue/Loring Avenue to the south. ' The project improvements include: reconstruction of the roadway pavement, curbing, sidewalks, wheelchair ramps, appropriate pedestrian crossings upgrades, landscaping upgrades including trees and ornamental lighting, and drainage improvements. ' Portions of the project will be located within Land Subject to Coastal Storm Flowage. The project has been designed to comply with the Massachusetts Wetlands Protection Act(M.G.L., c. 131, s. 40), its ' implementing Regulations (310 CMR 10.00), and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50. No impacts to wetlands or Buffer Zones will occur as a result of this project. ' Details of the proposed project are included in the attached application and figures. We look forward to discussing this Notice of Intent with the Commission at the hearing on October 23, 2014. If you have any questions, please do not hesitate to contact me at(781)224-6090. ' Sincerely, Thomas J. Touchet, PWS Senior Wetland Scientist ' Enclosures cc: MassDEP—Northeast Region David Knowlton, City of Salem (City Engineer) Brian Myers, P.E., AECOM 1 Table of Contents ' WPA Form 3 — Notice of Intent ' Attachment A— Project Description 1.0 INTRODUCTION................................................................................................................. 1 2.0 PROPOSED ACTIVITIES.................................................................................................... 1 3.0 WETLAND RESOURCES ................................................................................................... 2 4.0 SUMMARY OF IMPACTS ................................................................................................... 3 5.0 MINIMIZATION OF ADVERSE IMPACTS........................................................................... 3 6.0 CONCLUSION..................................................................................................................... 3 7.0 REFERENCES.................................................................................................................... 4 ' Attachment B —Site Locus Map ' Attachment C — Project Plans Sheet 1 of 20: Title Sheet and Index 13-Oct-14 Sheet 2 of 20: Typical Sections 13-Oct-14 ' Sheet 3 of 20: Typical Sections 13-Oct-14 Sheet 4 of 20: Typical Sections 13-Oct-14 Sheet 5 of 20: Construction plans 13-Oct-14 Sheet 6 of 20: Construction plans 13-Oct-14 ' Sheet 7 of 20: Construction plans 13-Oct-14 Sheet 8 of 20: Construction plans 13-Oct-14 Sheet 9 of 20: Construction plans 13-Oct-14 ' Sheet 10 of 20: Construction plans 13-Oct-14 Sheet 11 of 20: Construction plans 13-Oct-14 Sheet 12 of 20: Construction plans 13-Oct-14 ' Sheet 13 of 20: Construction plans 13-Oct-14 Sheet 14 of 20: Construction plans 13-Oct-14 Sheet 15 of 20: Construction plans 13-Oct-14 Sheet 16 of 20: Construction plans 13-Oct-14 Sheet 17 of 20: Construction plans 13-Oct-14 Sheet 18 of 20: Construction plans 13-Oct-14 ' Sheet 19 of 20: Construction Details 13-Oct-14 Sheet 20 of 20: Critical Cross Sections 13-Oct-14 Attachment D— FEMA Map (Land Subject to Coastal Storm Flowage) 1 Attachment E —Affidavit of Service, Abutter Notice, and Abutter List ' Attachment F —Agency Correspondence Attachment G — Stormwater Report I ................. `'�.a - � � Illillllllillllllllllllllllllllllllllllllllll \� 2014110600134 Bk;33655 Pg:333 � 11/06/2014 10:46 CONON P9 1119 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-580 # WPA Form 5 - Order of Conditions MassDEP File Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City(rown A. General Information Please note: Salem this foml has 1.From: been modified Conservation Commission with added 2,This issuance is for a (check one): the a.®Order of Conditions b.❑Amended Order of Conditions the Registry of Deeds 3.To: Applicant: Requirements David Knowlton City Engineer a.First Name b.Last Name Important: When filling City of Salem (c/o David Knowlton) out forms on c.Organization the 120 Washington Street 4 i floor computer, d.Mailing Address use only the tab key to Salem MA 01970 move your e.Citylrown f.State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. " , I a.First Name b.Last Name City of Salem c.Organization an 93 Washington Street d.Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code P 5. Project Location: / Canal Street(see plans) ✓ Salem a.Street Address b.City/Town NA- roadway c.Assessors Map/Plat Number d.Parcel/Lot Number - Latitude and Longitude, if known: d m s d m s d.Latitude e.Longitude wPafor s&c• rev.07222014 Page 1 of 12 i , Massachusetts Department of Environmental Protection Provided byMassDEP: .p�,�' Bureau of Resource Protection - Wetlands MassDEP File Number ' WPA Form 3 — Notice of Intent Document Transaction Number ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/rown Important: When filling out A. General Information - ' forms on the computer, use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key to move your Canal Street(please see attached map and plans) Salem 01970 ' cursor not ret use the return a. Street Address b.City/Town c.Zip Code key. 42.5085280 N 70.8960850 W Latitude and Longitude: d. Latitude e. Longitude ' -Q N/A N/A f.Assessors Map/Plat Number g. Parcel/Lot Number 2. Applicant: David Knowlton a. First Name b. Last Name Note: City of Salem (c/o David Knowlton (City Engineer)) ' Before c.Organization _ completing this form consult 120 Washington Street your local d. Street Address Conservation Salem MA 01970 Commission e.City/Town f.State g.Zip Code regarding any municipal bylaw 978-745-9595 Dknowlton@salem.com or ordinance. h. Phone Number i. Fax Number j. Email Address ' 3. Property owner(required if different from applicant): ❑ Check if more than one owner a. First Name b.Last Name City of Salem c.Organization ' 93 Washington Street d.Street Address Salem MA 01970 e.City/Town f.State g.Zip Code ' 978-745-9595 h. Phone Number i. Fax Number j.Email address 4. Representative (if any): Tom Touchet a. First Name b. Last Name AECOM ' c.Company 701 Edgewater Drive d.Street Address Wakefield MA 01880 e. City/Town f.State g.Zip Code 781-224-6090 tom.touchet@aecom.com h. Phone Number i. Fax Number j. Email address ' 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): Fee Exempt(Municipality) N/A N/A ' a.Total Fee Paid b.Stale Fee Paid c.City/town Fee Paid ' wpaform3.doc•rev.5/28/2014 Page 1 of 8 Massachusetts Department of Environmental Protection Pmided by MassDEP: ' Bureau of Resource Protection - Wetlands "MassDEP Number , WPA Form 3 - Notice of Intent Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number4Salem City/Town , A. General Information (continued) 6. General Project Description: ' The proposed project involves the reconstruction of Canal Street from its intersection with Mill Street/Washington Street to the north to its intersection with Jefferson Avenue/Loring Avenue to the ' south in Salem, MA. Please see Attachment A for additional details. 7a. Project Type Checklist: , 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial , 5. ❑ Dock/Pier 6. ❑ Utilities ' 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry) 9. ® Transportation 10. ❑ Other ' 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. ® Yes ❑ No If yes, describe which limited project applies to this project: ' 310 CMR 10.24 (7)(c)(1): Maintenance and improvement of existing public roadways. 2. Limited Project ' 8. Property recorded at the Registry of Deeds for: Essex ' a.County b.Certificate#(if registered land) N/A(public roadway) N/A(public roadway) c. Book d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) ' 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. ' 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the ' project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area Size of Proposed Alteration Proposed Replacement(if any) ' For all projects affecting other Resource Areas, a. F-1 Bank 1. linear feet 2. linear feet ' please attach a b. ❑ Bordering Vegetated narrative explaining how Wetland 1.square feel 2.square feet the resource area was c. ❑ Land Under 1,square feet 2.square feet ' delineated. Waterbodies and Waterways 3.cubic yards dredged wpaform3.doc•rev.5/28/2014 Page 2 of 8 ' ' Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassFile Number L) JWPA Form 3 - Notice of Intent m. - ¢,. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction NumberSalem City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) ' Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feet of Flood storage lost 4.cubic feet replaced ' e. ❑ Isolated Land Subject to Flooding 1.square feet 2. cubic feet of flood storage lost 3.cubic feet replaced f. ❑ Riverfront Area 1. Name of Waterway(if available) ' 2. Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ' ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects t3. Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. ' 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project ' will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: ' Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number ' (provided on your receipt page) b. ❑ Land Under the Ocean 1.square feet with all supplementary information you 2.cubic yards dredged ' submit to the - Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below ' d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment ' wpaform3.doc•rev. 5/28/2014 Page 3 of 8 Massachusetts Department of Environmental Protection Provided by MassDE ' Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent 'I- ,L 1 -Document TransactLl ion Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town ' B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement(if any) ' f. ❑ Coastal Banks 1. linear feet ' g. ❑ Rocky Intertidal Shores 1.square feet h. ❑ Salt Marshes 1.square feet 2.sq ft restoration, rehab.,creation ' i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged ' i. ❑ Land Containing Shellfish 1.square feet ' k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above ' 1.cubic yards dredged I. ® Land Subject to approx. 273,200 ' Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the ' square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a.square feet of BVW b.square feet of Salt Marsh ' 5. ❑ Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species ActlWetlands Protection Act Review ' 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on ' the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)9 To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma-us/PRI EST HAB/viewer.htm. ' a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program ' Division of Fisheries and Wildlife October 2008 100 Hartwell Street, Suite 230 b. Date of map West Boylston, MA 01583 ' wpaform3.doc•rev.5/28/2014 - Page 4 of 8 ' ' Massachusetts Department of Environmental Protection Provided by MaassDEP .- . Bureau of Resource Protection - Wetlands MassDEP.File Number WPA Form 3 - Notice of Intent -- 1 -k Nu Document Transaction mber Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town C. Other Applicable Standards and Requirements (contra) ' If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321 CMR 10.18). To qualify for a streamlined, 30-day, MESAL Wetlands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent (NOI); OR complete ' Section C.14 if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplemental Information for Endangered Species Review* 1. ❑ Percentage/acreage of property to be altered: ' (a)within wetland Resource Area percentage/acreage (b)outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site ' 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work**** ' (a)❑ Project description (including description of impacts outside of wetland resource area & buffer zone) (b) ❑ Photographs representative of the site ' (c)❑ MESA filing fee (fee information available at http://www.mass.qov/eealagencies/dfq/dfw/natural-heritage/regu latorV-review/mass- endangered-species-act-mesa/mesa-fee-schedule.htmI . Make check payable to ' "Commonwealth of Massachusetts - NHESP" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit. ' (d)❑ Vegetation cover type map of site (e)❑ Project plans showing Priority & Estimated Habitat boundaries ' d. OR Check One of the Following ' 1. ❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www.mass.qov/eea/agencies/dfq/dfw/laws-req ulations/cmr/321-cmr-1000- massachusetts-endangered-species-act.html#10.14; the NOI must still be sent to NHESP ' if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. ❑ Separate MESA review ongoing. a. NHESP Tracking# b.Date submitted to NHESP ' Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see http://www.mass.gov/eea/agencies/dfq/dfw/natural-heritage/regulatory-review. Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. ** MESA projects may not be segmented (321 CMR 10.16).The applicant must disclose full development plans even if such plans are ' not required as part of the Notice of Intent process. wpaform3.doc•rev.5/28/2014 Page 5 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: ' Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent1 "' Document Transaction Number Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ' City/Town C. Other Applicable Standards and Requirements (cont'd) 3. ❑ Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water ' line or in a fish run? a. ❑ Not applicable—project is in inland resource area only ' b. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore- Hull to New Hampshire: , Island, and the Cape& Islands: Division of Marine Fisheries- Division of Marine Fisheries- , Southeast Marine Fisheries Station North Shore Office Attn: Environmental Reviewer - Attn: Environmental Reviewer 1213 Purchase Street—3rd Floor 30 Emerson Avenue New Bedford, MA 02740-6694 Gloucester, MA 01930 , Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact ' MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online users: a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP ' Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all ' supplementary a. ❑ Yes ® No information you submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes ® No ' 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? ' a. ® Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1. ❑ Applying for Low Impact Development(LID) site design credits (as described in ' Stormwater Management Handbook Vol. 2, Chapter 3) 2. ® A portion of the site constitutes redevelopment 3. ❑ Proprietary BMPs are included in the Stormwater Management System. ' b. ❑ No. Check why the project is exempt: ' 1. ❑ Single-family house - wpaform3.doc•rev. 5/28/2014 Page 6 of 8 ' Massachusetts Department of Environmental Protection alt ' Bureau of Resource Protection -Wetlandsf �f' ILI b WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ,T a City/Town C. Other Applicable Standards and Requirements (cont'd) ' 2. ❑ Emergency road repair t 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information Applicants must include the following with this Notice of-Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the ' following information you submit to the Department.' i. ® USGS or other map of the area (along with a narrative description, if necessary)containing sufficient information for the Conservation Commission and the Department to locate the site. ' (Electronic filers may omit this item.) 2., ® Plans identifying the location of proposed activities (including activities proposed to serve as a ' Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. ' 3. ® Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. ' 4. ® List the titles and dates for all plans and other materials submitted with this NOI. See the list included in the Table of Contents a. Plan Title ' AECOM Brian A. Myers P.E. b. Prepared By c.Signed and Stamped by October 13, 2014 varies ' - d. Final Revision Date a.Scale f.Additional Plan or Document Title g. Date ' 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. s.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. ' 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. ® Attach NOI Wetland Fee Transmittal Form ' g. ® Attach Stormwater Report, if needed. 1 wpafornnIdoc•rev.5/28/2014 Page 7 of 8 L Massachusetts Department of Environmental Protection Provided by MassDEP: �^ !' Bureau of Resource Protection -Wetlands MassDEP File Number ' WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem , City/rown . 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. t Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: Fee Exempt(Municipality) t 2.Municipal Check Number 3.Check date 4.State 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 prof ocation. October 14, 2014 ' 1.S n ure of Applicant 2.Date . 3.Signat� roperty Owner(if di 4.Date October 14, 2014 5.Sign lure of Represen ative(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.6/2 812 01 4 Page 8 of 8 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important:When A. Applicant Information filling out forms ' on the computer, 1. Location of Project: use only the tab key to move your Canal Street(please see attached map and plans) Salem cursor-do not a.Street Address b. City/Town ' use the return key. Fee Exempt(Municipality) c.Check number d. Fee amount m 2. Applicant Mailing Address: ' David Knowlton a. First Name b.Last Name City of Salem (City Engineer) c.Organization 120 Washington Street d. Mailing Address ' Salem MA 01970 e.CityfTown f.State g.Zip Code 978-745-9595 Dknowlton@salem.com ' h. Phone Number i. Fax Number j.Email Address 3. Property Owner(if different): ' a. First Name b. Last Name City of Salem c.Organization ' 93 Washington Street d.Mailing Address Salem MA 01970 ' e.CityfTown f.State g.Zip Code 978-745-9595 h. Phone Number i. Fax Number j.Email Address To calculate B. Fees ' fling fees, refer to the category fee list and Fee should be calculated using the following process &worksheet. Please see Instructions before examples in the filling out worksheet. ' instructions for filling out WPA Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Form 3(Notice of Intent). Step 2/Number of Activities: Identify the number of each type of activity. ' Step 3/lndividual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities(identified in Step 2)times the fee per category (identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone,the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. ' Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract$12.50.To ' calculate the city/town share of the fee,divide the total fee in half and add$12.50. ' noifeetf tloc•Welland Fee Transmittal Form•rev.10117/11 Page 1 of 2 Massachusetts Department of Environmental Protection ' j Bureau of Resource Protection - Wetlands ' i NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) ' Step II/Type of Activity Step 2/Number Step Step 4/Subtotal Activity ' of Activities 3/Individual Fee Activity Fee Fee Exempt(Municipality) ' Step S/Total Project Fee: ' Step 6/Fee Payments: Total Project Fee: N/A ' a.Total Fee from Step 5 State share of filing Fee: N/A b. 1/2 Total Fee less$12.50 , City/Town share of filling Fee: N/A c. 1/2 Total Fee plus$12.50 C. Submittal Requirements ' a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection ' Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent, a copy of ' this form; and the city/town fee payment. To MassDEP Regional Office(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of ' Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) 1 ndfeeff.d.•Wetlantl Fee Transmittal Farm•rev.1011]/11 Page 2 of 2 ' Attachment A - Project Description ' 1.0 INTRODUCTION Canal Street is a 1.25 mile long Urban Arterial and one of the major gateway routes in and out of the City of Salem, Massachusetts (Attachment B). The road is being reconstructed to address an ' increase in traffic and safety concerns. The Canal Street roadway passes through sections of commercial, industrial and urban residential neighborhoods. Three MBTA bus routes as well as ' the Salem State Shuttle use the corridor. Many of the businesses in this location have wide and poorly defined curb cuts. The roadway pavement is in poor condition with areas of severe cracking and settlement. Drainage issues are present in several locations and pedestrian activity ' along the corridor is heavy. Poorly defined sidewalks are present along a majority of the corridor and several sections are in disrepair. Adequate pedestrian ramps and access are not available in ' many locations. ' This Notice of Intent is being submitted as required under the Massachusetts Wetlands Protection Act(M.G.L., c. 131, s. 40), its implementing Regulations (310 CMR 10.00), and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50 since portions of the project limits of ' work are located within Land Subject to Coastal Storm Flowage (LSCSF) as defined at 310 CMR 10.04. No other wetland resource areas or Buffer Zones are present within the project limits of ' work. All of the proposed work is located within previously developed areas. ' The proposed project is eligible to be treated as a Limited Project under 310 CMR 10.24 (7)(c)(1): Maintenance and improvement of existing public roadways. 2.0 PROPOSED ACTIVITIES The proposed Canal Street improvements include reconstruction of the roadway pavement, curbing, and sidewalks (Attachment C). Wheelchair ramps and appropriate pedestrian crossings will be added to improve pedestrian safety. Additional streetscape and pedestrian improvements ' such as trees and ornamental lighting, and curb extensions will be incorporated. Pavement markings will be provided to define the parking areas to remain and provide for bicycle accommodation. Drainage improvements will be made, the roadway crown will be adjusted to provide a consistent cross slope, and repair of settled locations will be included. Access issues with area businesses will be more clearly defined to improve safety for vehicles entering and exiting local businesses. Two traffic signals will also be updated to improve operations. Al 1 3.0 WETLAND RESOURCES , A desktop analysis of resources in the vicinity of the proposed project included the consultation of various sources of information relative to the topography, wetlands, and rare wetland species. ' Off-site resources consulted included the U.S. Geological Survey (USGS) topographic map (MassGIS, 2002), the Federal Emergency Management Agency (FEMA) Flood Insurance Rate ' Map (July 21, 2014), the Massachusetts Department of Environmental Protection (MassDEP) wetlands MassGIS data overlay(2009a), the Massachusetts Natural Heritage and Endangered ' Species Program (NHESP) updated MassGIS overlay for Estimated Habitat of Rare Wildlife (2008a), Priority Habitat of Rare Species (2008b) and Certified Vernal Pools (2012), and the Massachusetts Department of Conservation and Recreation Areas of Critical Environmental , Concern (ACEC) Program MassGIS layer(2009b). As shown in Attachment B, the project area is located in an urbanized portion of Salem, , Massachusetts, west of Salem Harbor. According to the Massachusetts Department of ' Conservation and Recreation's Areas of Critical Environmental Concern (ACEC) Program MassGIS layer, no ACECs are located within or near the project area. Similarly, the Massachusetts Natural Heritage and Endangered Species Program's (NHESP) updated , MassGIS overlays for Estimated Habitat of Rare Wildlife and Priority Habitat of Rare Species and Certified Vernal Pools show that there are no Estimated or Priority Habitats or Certified Vernal ' Pools located within the vicinity of the project. 310 CMR 10.04 defines Land Subject to Coastal Storm Flowage (LSCSF) 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. Based upon the latest MassGIS FEMA National Flood Hazard Layer, portions of the Canal Street limits of work are located within the 100-year floodplain (Zone AE; EL. 11' NAVD88) and thus LSCSF. Under the Massachusetts ' Wetlands Protection Act and its implementing Regulations, LSCSF does not have associated performance standards and compensatory flood storage is not required. ' No wetlands, Riverfront Area, or buffer zones are located within the project limits of work. Agency correspondence with the US Fish and Wildlife Service and the Salem Historical ' Commission are included in Attachment F. The US Fish and Wildlife Service has determined that individual review for the project is not required and the Salem Historical Commission has no ' comments on the proposed project. ' 4.0 SUMMARY OF IMPACTS ' The total area of the project within the limits of work is approximately 524,000 square feet(12.02 acres). Of this total limit of work, approximately 273,200 square feet (6.27 acres)are located ' within LSCSF. As indicated above, compensatory flood storage is not required for work within LSCSF. In addition, all of the proposed work will occur in previously developed areas and no ' wetland resource areas or Buffer Zones will be impacted. No net increase in impervious area will be created by the project and the project has been designed to meet the MassDEP Stormwater ' Management Standards. As indicated above, the proposed project is eligible to be treated as a Limited Project under 310 CMR 10.24 (7)(c)(1): Maintenance and improvement of existing public roadways. 5.0 MINIMIZATION OF ADVERSE IMPACTS ' The runoff north of Broadway from the roadway and businesses along Canal Street and the properties between Canal Street and the Boston and Maine Railroad is collected in a closed storm drain system in Canal Street.. The drainage system discharges into the South River ' Conduit. The runoff south of Broadway from the roadway and some businesses along Canal Street is collected in a closed storm drain system in Canal Street and Loring Avenue and ' discharged into the Rosie's Pond Bypass. As a result, catch basins and other locations will be protected as necessary through the use of filter fabric, silt sacks, straw bales, compost filter tubes, etc, to inhibit sediment from entering into the collection system. Trees will be protected, where necessary, via fencing and/or wooden cladding. Please see Attachment C for further details. Dumping of spoils material, waste, or other debris into wetland resource areas and/or ' buffer zones will not be allowed. 6.0 CONCLUSION As indicated above, Canal Street is one of the major gateway routes in and out of the City of ' Salem. The roadway pavement is in poor condition, many of the businesses have wide and poorly defined curb cuts, sidewalks are in disrepair and are poorly defined in many locations, ' adequate pedestrian ramps and access are not available in many locations, and drainage issues exist in several locations. The proposed project will correct these issues and result in an t improved environment for pedestrians and motorists. The only resource area within the project footprint is Land Subject to Coastal Storm Flowage. In addition, no wetlands or Buffer Zones will be impacted for this project. 1 1 1 7.0 REFERENCES ' Massachusetts Natural Heritage and Endangered Species Program (NHESP). 2008. Massachusetts Natural Heritage Atlas 131" Edition. Valid from October 1, 2008. MassGIS. 2002. Multi-Resolution Seamless Image Database (MrSid) United States Geological Survey (USGS) topographical map (Statewide— Massachusetts) scanned by MassGIS. MassGIS. 2008a. Massachusetts Natural Heritage and Endangered Species Program— ' Estimated Habitats of Rare Wildlife datalayer- Updated October 2008. http://www.mass.gov/a nf/research-a nd-tech/it-sery-and-supportlapplication-sery/office-of- geographic-information-massgis/datalayers/nhesp-estimated-habitats-of-rare-wildlife-.html MassGIS. 2008b. Massachusetts Natural Heritage and Endangered Species Program — Priority Habitats of Rare Species datalayer- Updated October, 2008. , http://www.mass.gov/a nf/research-and-tech/it-serv-and-su pporUapplication-sery/office-of- geog raph ic-information-massg is/data layers/prihab.html MassGIS. 2009a. Massachusetts Department of Environmental Protection Wetlands datalayer— , Updated January 2009. http://www.mass.gov/anf/research-and-tech/it-serv-and- su pporUa ppl ication-serv/office-of-geog raph ic-information- massg is/data lavers/depwetlands 112000.htm l ' MassGIS. 2009b. Massachusetts Secretary of Energy and Environmental Affairs (EEA)-Areas of Critical Environmental Concern Program datalayer. Updated April 2009. http://www.mass.gov/mgis/acecs.htm ' MassGIS. 2012. Massachusetts Natural Heritage and Endangered Species Program—Certified Vernal Pools datalayer- Updated June 2012. http://www.mass.gov/anf/research-and-tech/it- serv-and-support/application-serv/office-of-geographic-information- ' massg is/datalayers/cvp.html MassGIS. 2014. MassGIS Data - FEMA National Flood Hazard Layer. July 21, 2014. Available ' at: htto://www.mass.gov/anf/research-and-tech/it-serv-and-support/appiication-sery/office-of- geog raph ic-information-massg is/datalayers/nfhl.html 1 1 ' Attachment B — Site Locus Map 1 1 i - , �AFFM ay ► s IR ' ,fir.° 01 zpz ml Jig �� 1/1 V'��v:..� J1�I i� • i J IiA �i.i � INS VI ,•�'-'� 1 ��au.�.*.�r�r.�.��► -+•*�=,ate �; %� <��,NOW AINN 1�,,��Male �r�/��s 1 Q � "®�.®ate. f`'r, _♦ A and Marblehead South USGS 7 5' Location Map quadrangles.Dates:1985 r r r rrr rrr . .rr __ 1 1 1 Attachment C — Project Plans 1 SALEM R CANAL STREET ^ sMA[ v[o.NFAaai.xo a"o sx..T5 4 PROJECT FILE NO. 80.5146 CRITICAL CROSS SECTIONS _ o 1 h � ig � I 12�— 12 Y L k F 115% —I1_'_ m ! L4 -48 -04 -40 -36 -32 -28 -24 -20 -18 -12 -8 -4 0 4 8 12 16 - 20 24 28 -32 ?6 40 44 48 12+00 6 ! . ! S I ; �wk � ! I I III i III I II 2 _- _.. % _—__ 4.0% — a _ ____ TT - 0 40 � 0 15 I I I � I I I I I: I I II11 III -48 -4ILL 1 -40 -I -32 -28 -24 -20 -16 -12 -8 4 NO 4 8 12 16 20 24 28 32 35 40 44 48 2 29+50 J. amm e 4 1 1I �2.o s� — -- -- ao z.ow -! ao p _ 6 C — 2 48 44 -40 -86 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 49 48 2 35+00 Ts" .0^r zo 3o 1sv 3 0 u 12 i r I 'I I I I Sar e ---F I I - IT I — I I N J -60 -56 -52 - 48 -44 -00 ^ -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 - 8 12 16 20 24 28 32 -36 40 Q4 48 48+00 HOR. SCALE IN FEET p 4 10 20 - 6 t SALEM CANALSTREET 4 SMAS O AIE NFArew 40 520 5X2' N PRPIECT FILE NO. 805146 _ 30 + _ CONSTRUCTION DETAILS - -- - GENERAL NOTES' o 1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H TV MAY REQUIRE - LARGER TUBE DIAMETER OR ADDITIONAL COURSING OF COMPOST FILTER TUBE { FILTER TUBES TO CREATE A FILTER BERM. REFER TO MINIMUM 12 INCHES JN - 21NCH X 21NCH X 3 FEET - MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS DIAMETER WITH AN EFFECTIVE UNTREATED HARDWOOD TUBES CAN BE WITH LONGER OR STEEPER SLOPES.. HEIGHT OF 9.5 INCHES. STAKES,UP TO FT.APART ORF PLACED 2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO AS REQUIRED TO SECURE DIRECTLY ON SHEET OR CONCENTRATED FLOW. TUBES FOR COMPOST FILTERSTUBES IN PLACE DIRECTION OF r EXISTING 3. DO NOT INSTALL IN PERENNIAL,EPHEMERAL OR SHALL BE JUTE MESH OR FLOW- z w PAVEMENT INTERMITTENT STREAMS. - APPROVED BIODEGRADABLE WHEN STAKING IS NOT F WHEN 4.- CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MATERIAL. ADDITIONAL TUBES POSSIBLE,SUCH AS WHEN m w NECESSARY. MINIMIZE SITE DISTURBANCE AND MAXIMIZE CAPTURE AREA CATCH BASIN SHALL BE USED AT THE wa EXISTING HEADWALL OF STORMWATER RUN-OFF. GRATE DIRECTION OF THE ENGINEER. TUBES MUST BE PLACED ON a -OR OTHER OBSTACLE PAVEMENT,HEAVY CONCRETE ` ® TAMP TUBES IN PLACE TO OR CINDER BLOCKS CAN BE .. ENSURE G000 CONTACT WITH USED BEHIND TUBES UP TO 5 FT. .w STREAM o OVERSIZED FILTER PROVIDEA3FT.MINIMUM OVERLAP SOIL SURFACE. ITIS NOT APART OR AS REQUIRED TO O ti MEDIA SKIRT SECURE TUBES IN PLACE. DO - tMIN, AT ENDS OF TUBES TO JOIN INA NECESSARY TO TRENCH TUBES < o - NOTPUNCTURETUBESWITH m - wCONTINUOUS BARRIER AND INTOE%ISTING GRADE. STAKES. ¢� MINIMIZE UNIMPEDED FLOW. STAKE pmINING TUBES SNUGLY AGAINSTOEACH OTHER TO PREVENT OF ¢ UNFILTERED FLOW BETWEEN THEM. % ¢pSECURE ENDS OF TUBES WITH KNIT POLYESTER MESH \ INSTALLATION TO OCCUR STAKES SPACED 181N. DO NOT AT OR WIITHIN LIMIT OF PUNCTURE TUBES WITH STAKES. WORKTO PREVENT IMPACTS PREVENURCE PLACING TUBES AGAINST THE AREAS ISTING UPHILL S10E OF WELL- SILT SACK / \ DIRECTION OF TREE ANCHORED,STATIONARY (PAVED AR •EAS) FLOFEATURES SUCH AS EXISTINGTREATED HARDWOOD STAKE(TYP.) TREES CAN PROVIDE PLAN VIEW ADDITIONAL BRACING. DIRECTIONMPOST FILTER TUBE(TYR) UNDISTURBED OF FLOW / SUBGRADE CURVE ENDS UPHILL TO PREVENT DIVERSION OF I LIMIT OF WORK UNFILTERED RUN-OFF. PLAN VIEW-JOIN DETAIL SINGLE COMPOST FILTER TUBE DETAIL WOODEN OR METAL LIMIT OF w - POSTS(MAX.B' FENCING DRAIN INIYT SPACING) _ d EXISTING TREE(S) / (MULTIPLE wo r, TREES) N Op 2x4 DIM.LUMBER 40 w / E ATTACHED W/METAL PRUNE PER ISA STANDARDS. STRAPPING(OPT)AT 2 _ EXISTIN / LOCATIONS(MIN.). TREE REMOVE DEAD&DAMAGED- CLADDING SHALL BE 8' �. BRANCHES.TIE BRANCHES UP TO AVOID DAMAGE FROM HIGH WITH 6'SPACING OF I BOARDS.WRAP BARK j� CONSTRUCTION EQUIPMENT. W/BURLAP PRIOR TO / ARMORING. LIMIT OF- L, WOODEN OR METAL POSTS(TYPICAL) / / I (VARIES)CANOPY INC INSTALL FENCING AT EDGE OF O TREEIEE ORTLIN OR AS FAR FROM L AS POSSIBLE OSS BEE.MIN,DISTANCE ISRUNK B'FROM ------ ' T ---n 1 1 HAY BALES - STAKED OR neo IN PLACE TRUNK.MAY BE PLASTIC SNOW FENCE OR CHAIN LINK,MIN.4'HIGH. LIMIT OF CONSTRUCTION IMPACT P ZONE OF CONSTRUCTION IMPACT(CUTIFILL) �-EXISTING (REFERTOPI.ANS) i �L AREA OF STRAW OR HAY BALE BARRIER - % ------- ---- - GRADE j - UNDISTURBED ROOT - (NON PAVED AREAS) ��-LIMIT OF FENCING ZONE (MULTIPLE TREES) `LIMIT OFFENCE NOT TO SCALE \ (INDIVIDUAL TREE) PRUNE DAMAGED OR EXPOSED- \ ROOTS DAMAGED WITH A SHARP LIMIT OF FENCING SAW. (INDIVIDUALTREE) _ 0 NO STORAGE OF EQUIPMENT OR - PIAN VIEW - STOCKPILING OF MATERIALS WITHIN - DRIPLINE TREE PROTECTION--EXISTING TREE(S) w - i p 1 SALEM ' CANAL STREET v HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS -DRAINAGE DETAILS - G ' I SMPE o NFA w 19 EMZ'i5 NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS - _ pFOJECT FILE NO. 605"" _ / I I 5 rl� —PRGjbER NEN '-�T�� - �, r : �= __ 1 r I PROP PERMANENT SEMEN � � � d � I �� r � CONSTRUCTIO LANS � W I I I j I r1z LIMIT OF MILL AND � ? \\ o OVERLAY 1 � '� F MEET EXIST 8' SIDEWALK f WpR, cL- PROPTSTAMPED COLORED IV1(1IT �� Vflb - �1 I; �- ffi I HMA CROSSWALK c0� � Asl �j R l 1 I 1 BPI VER cONC PS oD� fA�\NVA301461884Y F,CXIM TE i � 1 :es-c<R&R EXIST CONC EDGING r -�� ,_y / .,.r F_,✓UM� // I r IF t;l it MEET EXIST _ i.; ° 0 m - _3_� y ° / E _ •ILL V 1 I (`.__ I PROP MILL ANb�bVERIAY c x i s sr s v racai3a TE.° 4-.,N c� �z t \'V¢ awn anPAVEMENT (NP)' scn � I --�'--_' -�• I,, Rev on eRs> �� j ` n -RROP WHEELCHAIR PROP PERMANENT Ox _ `Tfi& ti 9\ • \ -RAMPa(TYP ; a-__ —fie s ` 1 E45EMENT PROP VERT GRAN Z w \-\L 5 \OR96TTYPEFVVH GRAN \ j r�( • TY�_'; N - e 3 PRO, _ \PROP 6 CEbf CONE \\' I W R1 1 \ _ �' _ IASs c w r'rF p \ / II' - N N -w' "12 140 PROP II OPS Y CEM CONCH _ - _ II MEET EXIST 1 s q A r T k SIDEWALK (TYR) V\ EL SIDEWALK �nay�ll_� R PROP 8' CEM � 1 60 \e °, aa.o\= /B• \\y r —\ SII_. CONC SIDEWALK t c _ .. - 6�as �• i I LY �a ca o.�: a Z4..g5 r PROP'6LOPE0�� A� � N12' �• I � � �� a� r GRANITE EDGING II �\o A � �,�.�-"'�� °- 10 cor:o e:r \ 8 X221 ..\ -��, c rw SPACES 1 0 \rsa L I� 11 L s ,so_u__ -- cw rvs (TV) i A �I� 6 FT 2418 n_ I� .__.° 1 T1114' c p s /IV6 �a 'afi�m�.e 1�� ,I�.. X11 LVN�EXI,ANU �� 1 \141. 8'X18' SPACP9TYP ✓ aw C/ a , \\\�\ I IF `yea it -�- CROSSWALK J GTOIV Kn c. v A \ ' DAN s AND ��1n•„� HIN y'� V I II / PROP(STAMPED X• - __ �, \ % COLORED HMA .i PROP MILL & OVE � E \\ �1� P P 40' CEM : \�.� \ ` 4mlZ =�r� YI wrt �I -1.c =' -�ti o r r Pn nc' CON C DRIVEWAY. '��' N� o - II _ F L �+ ,� �: I PROP PERMANENT y ewx V� WCR V�. s:a b� + p LIMIT A MILL AND EASEMENT CONC DRIVEWAY - _ 6 �_i 11 � 'i p OVERLAV'- Fr % ear �- Io �"4t..� /4\II WC '� r / PROP ELECTRICAL,”' / PROP STA it" �. CONDUIT (SEE; COLOR HMA e j WOR /114 I 1\I // . M EXIST o^ +c `WCRc // U S Eq �_ I / j —�� \ LIGHTING PLANS r er CR WALK ` I 11 \�; �"`'O SiCfEWALK "N\ 1 I' •`� '\ . (ttP) �1a�` \\\ PROP LOAM I \� c A�� .� & SEED _- F _1 h I V I PROP-Ip CEM - / PROP LIGHT & PROP VERT GRAN j 1 P W? I\ 1 ° U \ 90NC SIDEWALK s 59 ELECTR POLLBOX CURB TYPE uH / 1 v J�T��jLE SEE I�f.GHTINGo Po:ANS �� \ `3Y: p I IE REM�EXIS#� RRh MEDIAN ISLAND PROP _ CONC SIDEWALK h! �M^' N/ I \� PROP,STAMPEO COLORED I � \Y E of I Ep �- MMA OVER CONIC ISLANDS — PROP STAMPED R&R EXIST CONC EDGING � C COLORED HMA ( !I p � l � I PROP � � _71 - sF WANC CROSS _� I � ( it (' i- iiI �� --GRANITE•EDGILOPEDNG _0 ERM ' 1p OR PERMANr ENT �� ' A it MEET EXIST SIDEWALK l �\�\�[ '• EASEMENT ICY \ 11� al Ad PROP 30' DRIVEWAY �V - 11 `l � --. A1� 'VAA�� '�"�� \ IJ-1-1II - \ ss \ t7ly MEET EXIST \\\� \\ i • ,f ill \\\V�� ,:, \ ��\ \\�'\.� r OMIT OF M�NO�V - osrrx / OVERLAY - KEL INV 1. HOR. SCALE IN FEET 0 20 50 100 NANO SUBJECT TO COASTAL STORM FLOWAGE - ENEENEIIII {{ (APPROXIMATE LIMITS) _ SALEM j F CANAL STREET o HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS 7ET is x - sMA[ 0.NFApw t6 sxZi NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS PROJECT FILE NO. 6P510fi .CONSTRUCTION PLANS -a _- 1 • EMENT/ Z/ I / ROP 5 MP D/ _as - .--- /r - Ns ZTYP _ t� - •. _ � 6 E ON- R ERMANEN� - - - -s_ F _ / � _ •� TA 6 d �- E / ��-- - - _ o REM {a&pp WHEELCHAIR UP Is - / i \ O ME �. c f _ B ME'='- tST \ \\// I I .E �,;( -- � a � _, .._ \ \ \ PROP VERT,GRAN, i\\� GUEe,, F ve (TYPP) — — / ao rw M/ - t� WROP 8"CEM"GONG L I �. - \ �� •z •V' MEET EXIST �,, cy -E%IST a —� / r PNea.re ? p a l - 510�WA\-LI-1 L_.o \ ROP STAMPED fi n SSIOEWALK� ^v I R". �B y�"2' ,�, s V1 vn COLORED HMA / '� vAA 4 °P1 PROP 7 CEM% I 0` �'<� p3 ^ DRIIVEWAr ceeM coNc 2g �^� n 1 V PERMANENT ]' E�w �\ \ 4 ow L � i z�^ >0• PAVE PROP 20'n CEM WC 80 CONC'-DRIVEWAY —(PA i� art \ -\ NC ye1� ' PAVEMENT, E`/h"/ �y 2 -P `\\ 4M '5P- V�"� 6,X20 sPACE9�{TIYP) 8x18 SPACE=(T'P) LAND SUBJECT �� I/ \\\ � PROP MILL & OVER TO COASTAL 1 YP P 40' CEM STORM FLOWAGE ! %% (APPROXIMATE ,� CONC DRIVEWAY n"E a1 A `c WGR. 7 LIMITS) ) PROP PERMANENT \ \ ^, PROP 30' CEM P EASEMENT CONC DRIVEWAY ' fL PROP ELECTRICAL PROP STA D CONDUIT (SEE �/ COLOR HMA eN• / a LIGHTING PLANS �°",+� CCRR 0SWALK i MP) Y� °s / h &RSEED AM , o PROP S LIGMI & V PROP VERT GRAN j A jet , ELECTR L PGCLBOX \ CURBS-TYPE VB °-' '(SEEICHTINGa F- S 'V i VN') S L / PROP\16-CEM ® CON ,SIpE�4ALK KEY. HOR. SCALE IN FEET _ 0 20 50 100 _ r LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMITS) SALEM CANAL STREET c q HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS ... FED AID Pao.no ANN 'EE"`s NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS sNae eFa :x21 ., . PROJECT FILE NO. fi0514fi CONSTRUCTION PLANS F \ STA Sd A% _— ___ �T- -_- � I' - _ STS-GLF - ✓ — / _ - m I • ,r Z � _ / o-^w ;I-� • 1,' +. ' T 43 ONTO �_ _ —� olo _� � — n b E5 z 5 I • •- _. __ � ti R P -- uR \ I .r..,uc� PROP LIMIT.D DING l'\R; NG (ttP BOX PR S T & D1 ) -Iu+FPRUORP VERT , N UITP�. _6 T1PEAVB TYP)' —J- �l — _ _ �— __ — _�-�_ — ° fI•_ -- i i wp PROP 20' CEM'CONC_ — z�Bza DRIVEWAY Itd / /TM� � 'P,R 0 C � (- � 1– .,; � —I POOP STAMPE G COLORED HMA OVER_GONG os v PROP oec B.1 1111C PACE BPAVEMENT V I $9F B PR ,30' CEM r s v I r DRIIEWAY�EM�ONC d PRO ❑RI VEWAY e _ 'Il _ — Rll El \ v t es Ls a d ¢ aIPP R V v • �` �I �i % `v� U+ SUBJECT TO I s•a. ` I �� A C TO COASTAL STORM FLOWAGE `�i - - (APPRO%IMATE LIMITS) ' y HOR. SCALE IN FEET 0 20 50 100 / LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMITS) SALEM CANALSTREET _ s ATE Eso HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS No oreo�xo { 9 i SEE BELOW - SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS - t . FA NONE . xo sxEETs PROJECT FILE NO. 6051411 30 CONSTRUCTION PLANS a � ISI I � I - _ _ E — > _r \ Ox x _ � — -._ _ � ):9 � f � I/ ). - � _y :.o. �y — / \/„ / a\6 /• _a. :a.��s � M —_ N n .�M MEET EXIST SIDEWALK Li ,. E. m %Ir:51DEWALKSTL-�4yA- OLO DHMA �� ca ] '/ IJMLTE OE -=WORK Vi VVV PROP WHEELC P CEM IR I AI i �� I ' MEET EXIS,iING� .� �� _ _ PRO Izk RAMP � �� I. I, III CONC SIDEWALK e os a I Esoc.rx R 3u�s,: EXIST �I �d L—JLa - z _ r !PROP STAMPED �' I ,'a � -� COL'ORLD H� _ I 17 OVER CONC a ce•sn i\ (0. II sc T XI T `E LIMIT OF WORK .,.L ToND SU&IECT_�_ A u au=s 6- i,'rs m � ��5 DE ALI(ST ��C �I �n I .II a I MEET EXISTING `e9 TOa COASTAL _ `L �-C� I� � STORM-FLOWAGE :.a PROP LIMIT D ExL °�`, °. (n APPROXIMATE GRADING TYP `as,"` .E 102' �. �� LIMNS)cvraa' �� m �� s•n.e ea..z. v..Em Im .4 a '\1 -ha PROP VERT GRAN�� h E I I,,;,CU_RB TYPE VB (TYP) mEC LL v e¢ N' OI E is. l11i aLE I' (S �? �. 0 ES ifiEL}.cpi _ ' s. o u:.6,;.,'A,"7nT s .eeu � --eEI DRIVEWAY PROP 20' CEM'CON11 . � is s - ' a c Am. ICE win r6rers I L� lit ' S FL DIX`:. fist PnGE Y�,S 9 I LC a W' F I _ NaN s w o ro E ".wi `a _ Dct I a ) HEY. HOP. SCALE IN FEET 0 20 50 100 - V LAND SUBJECT TO COASTAL STORM FLOWAGE ) I�- (APPROXIMATE LIMITS) Uf SALEM CANAL STREET X 0 HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS 'TATE FED.AlDF 11 NONE SEE BELOW SEE DRAINAGE 8 UTILITY PLANS SEE DRAINAGE&UTILITY PLANS - me NEA is 5Mz PROJECT FILE NO. Be5t06 2 CONSTRUCTION PLANS 6 1 i _- _ ..✓ / / / / �_ � � X51+��tT _ I — _ oxo .85' � . . -o-- •GJ B c --w- � / - / // � '- � - -z -;-e`_ o .c"'ce s -__ - r s:o I I - 'ED STPM c. OLO(ED`HM� , RAMP (ttP) y CURB TYPE VB PROP 10 CEM -F� I lIe � ITT — .___�._ RIVEWAY J Z R DEPTH a s<Lm ERT GRAN PR P 10\ 1 t c a e , r z Fat?o PROP VERT GRAN F �L t / 3" REVEAL PROP V� _ z 1 CURB TYPE VB �I - POP FULL :� I � 0 CEM 3 REVEAL _ PAVEMENT e CURB TYPE ArB (TYP). a� Im- DRIVEWAY axry - v L -LIMITOF L� PROP CEM CONIC t 'I3R I� MEET EXIST nv� MEET EXIST SIDEWALK sE.e s.o. oox v.z-Pac,s% SIDEWALK . I SIDEWALK stv_% !I MEET Exlsr f— � A E .g�. I III�l F111 / LAND COASTAL T i �/ {, �z mnr I . E (� TO COASTAL SIDEWALK 1 5`ORM.FLUWAG,y� Y , D111 I l..17D a— '= 17 c7 i IZ R11.1 12 DE A fTl KEY: I HOR. SCALE IN FEET ` o zo so 100 LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMITS) J, s, I SALEM CANAL STREET v q - HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS AID os ee° NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS - sE E NFA O N MAin sx21Ts - PROJECT FILE NO. fi65,06 CONSTRUCTION PLANS Exi /GO PRT cE// \ ... I __ / _ RRA + o, y. ,._1 =—-T o—P 51 wQ -r _ — _ I`/ ✓✓ -/ _i �/ i }/y � �_ ,(� -� � _ �_, � / ✓ ✓ t/ 'ice / �;I la �>n -, WCa 5 �� i>:- z , _._ _ � _ a' � �_ —_ _ � is _ _ —_ _ _- _—✓ _ _ ao� �/�2 ��/ ,� _ ELECTRICALAPULLBOX ` A id d I I °, v f,�. I P 61- R�' ��v �U�I• t y- `Y _ — — o� - S ,., � �� ITS ,� � �� W , .P � �II IIJ r✓ L`F I_. - ISI eF vi`. � � I f � UG �... Y PUNS I� EET xlsr +° 1 A IOEW - 1 MEET ALK �� v A _�- lu I 6 SID LIG<im+�rE a s"ze �I LIMITqOF WORK R°0� WORKS v Fv W Iv _ j ME�EMISTING / r Y ELI XIST a r � 11 � ��y�—ti ,o . I 1 �LL11 "..r A9 L P JJ nrv.. N y! N� lC.5_' r I� ` \ \ \ / I\ ♦ \ a I 92 C 1 J ADII-11,1'211 t 59LEc , —1 YNS L« ` C o9 E RD E S.EO L 1.11 FZGe 90 r a 6,a e " FO. .0 E LT `� Fa�EF� F SPLk Ol0 F INE!,D CJC SSS V� �a -AND SUBJECT ...ao ev 50Prf P D _ ALL"I —4TO COASTAL STORM FLOWAGE --�, rn 6, (APPROXIMATE LIMITS) �:an N,�c Tj I - aPP _ 1BJECT �L.� Dl.leis " STAL _ _,a.cmL sIII 21s LT`P:sc aafi ROWAGE s. .ev.=D ms+ews e TIMATE KEY. HOR. SCALE IN FEET 0 20 50 100 (ANO SUBJECT TO TAI STORM FLOWAGE (APPROXIMATE LIMITS) i SALEM R CANAL STREET c 0 HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS - ? 1 EMAE o AND, 13 1Sx21 i5 NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS i . Pawec.Fila No. sows., _ CONSTRUCTION PLANS RA PfI ik": IN >I I C DRIV .c .:n� cr:a• `I �± v to I v eb ,+ � ';. y"f-' - v ALKST v p 1 ROP/� PE ,1_ S -s I LIMIT.06-WORM EXISTING T SIDE WALKI \ h / a COLOR v� 0, M/ M/ IV A$� � N _ � 3n re T EXE RO P RM OEWA J E NY Ll v AND SUBJECTILAE TO COASTAL �� nTvv w - 1� uE ESP EMEM vJ >- STORM FLOWAGE s.eC.Euu- 's'�' (APPROXIMATE v ' P 3 E I SIN Ail/ppM/ SEE v' LIMRS) \ OL E HM I FOR. SCALE IN FEET _ fr 0 20 50 10D y LAND SUBJECT TO COASTAL STORM FLOWAGE- 1 (APPROXIMATE LIMITS) _ i SALEM CANALSTREET v 4 HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS sma o.rvFAp� ii sxE',s NONE SEE BELOW SEE BELOW SEE DRAINAGE B UTILITY PLANS vaascN RAE NO. so12 CONSTRUCTION PLANS jI LI�Tid E I EE TIPl .I P-R,l15'�C rC- � -I �J � �� r /� � gO��EI� ��• P P EM INC (T \�` P� � , ,y 2E I �° � ` — = j �oLP P � Fu / � — I � I t`, P oP Ao• c TA i _ _ ui ✓ / / ' ✓ z — 3 _0 I SWT _ S D% � / - 41 _— ia r _ RO I R D � � —I �P<I , b�• 1 1 ��.. � � &` 0' .8•X1 PO AN .I D AL � 1 �I 1`ry - . - � a / 1 1 i C _ Q I —LAND SUBJEC TO COASTAL GE LIMITS)XIMOATE LEY- TOR EYHOfZ SCALE IN FEET F 0 20 50 100 LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMITS) SALEM CANAL STREET L 4 HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS smAE o.NFApw ii. s�21rs NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS ; vewecr FILE NO, socias 1 CONSTRUCTION PLANS s F s z r (AP pXl A POP ER s �f II uF , 1 L� n v IK 5 ENT I� I 1 �� >� i 1` 1 All 1 (6 0� R 11 IIIc II MITI-FjW d - �( s`''" P OP EL TRI ' CONDU S� P 0 MCO � iP,�,YER RAN .11111 i,l �E EXIS I I I ' OERROP / l / 3 z O P� � _ - - — Pa-_56—_ ..T— _ _ I X284. _ — 1 2. 522 83' �� — � ,✓�� - _ _06 86�1 ] T F- -- Z� ME E VEW s r��a �.� ) /`✓ ]� �� 0 1 1� Imo` ' �. i .� 1 E CTR A P ' 0$ CAL UL OX � � " "•_ p 1 1 z � F �l �� 1 Ips EM %IS E T � � P-IV,ER GR � I 1 ✓�_ � � aoaa o a' 1 ISI 11 111 1 1 t lit ( Dc ufc X11 �uR �.;�v 1 `1 �� 1 .p- R �R/ s•.� � , �� ;� 1 _ I _ 1 � i i L /TyP � rt 1 1 6VE F r IMI 0 M 1 II o L i EN n 1 0 FOR. SCALE IN FEET ' k - 0 20 50 100 bb LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMTS) _ - 1 SALEM 4 CANAL STREET HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS . _ srVne o.NFA ,o sx2ti5 NONE SEE BELOW SEE DRAINAGE 8 UTILITY PLANS SEE DRAINAGE&UTILITY PLANS PROJECT FILE NO. 60510fi I CONSTRUCTION PLANS 1 � R p I I - < E Z 9C''nA I LAND SUBJECT ILL l"FO COASTAL I _ STORM FLOWAGE ----- r- LL"I ET L a^a a +T (APPROXIMATE Ilk s I PJ.= Es a s17 L ,F I UMITS w e I E a P I a f'L I I is - \I I _0., . � o.d ¢ I E eR L�RLS_.L" sSoxJc a IiIE� 'sa. daL-.rta ��e:si na ao�r� p' _�CFLS RD E Y .a LIT 91 I ♦ �9.4C a. n F ;—��VE�°�. PROP RT GRAY CURB TOPE VB (TYF) �� iI - . 'I , o SNEWALKCEM_CONC I _ �y I (( =1 - ��\ 1 VA �lC' PRDP ELEC?RICAL;CONDUR +� • �• P,ROP�STREETLIGHT & �cp s I VI I IPROPf=MMPED , PIjOP 10 ;CEMn� ly oxs. 1 ELECTRICAL PULL BOX- 1 1 �(SEE.LIGHTING�P�IAN) (7YP) I �. EONQ DRIVEWAY ^I, 1 HER COLORED HMA CONC DRIVEWAY �1 'PSS ;_ .; A (SEE LIGHTING PLANS I .=ss I cRosswax �� 0 � U _ � SWTD-27 exF 1 n WCR nI& Uo Fr .�. 22� —n .s >�4_ . - . _ _P�JS� _ _ Pew_"SOr�• �'� �Oz 8z FVw0 1_ �� _ a• �< ,_�,_.w � CANAL STREETi1L w � � a,, ..� _/207 � zz w a EQILLLI' I'LL e �._'t1,a - s.� c o E c 1 .'I - .✓c n.. > � 1 I n c.0 �-.- C/ IV - • eq II PROP FULL DEPTH aLs re' — 1 11 c COLORED 1HMA i - { I I y/ /C C/S A ,OVER COIL, PROP WHEELCHAIR L 1 „ P 6' C M OLORE IyM l 1 1 '1� i P 1 CROS PL p Ir P� T G_Ay \RAMP (TYP) OPUMIT,OF \ \ / \ \'O _ • U/E� % G V �i. 1 i L I I //�P GRADING(TYd) xlsD" PROP PERMANENT \ �� a 1 y 1 11 Viti .��Q� / I - N 11 � POP RMAN T 1 � '1 IDEJNA u LAND SUBJECT O COASTAL STORM FLOWAGE / (APPROXI LIMITS) f KL� HOR. SCALE IN FEET 0 20 50 100 LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMITS) SALEM CANAL STREET HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS 9 SixJPiAE O.NFA XOJ xx0. SXE'i5 NONE SEE BELOW SEE DRAINAGE&UTILITY PLANS - SEE DRAINAGE&UTILITY PLANS aaoaecr HEe rvo. sosvas CONSTRUCTION PLANS LIMIT OF MILL I ';\ & OVERLAY .. F LAND SUBJECT _ I -sa as c- TO COASTAL ,a / 6, z o I v� e I E' i s STORM FLOWAGg'`.1 / ec -, o co E rz y x aro e xo sc s, 2,21 0. .L p ..Ef a A111l I 0 CC fiO';B xFFS i \ e INN OP Ti a \ K 4 2 2 o � \ \, P I ]aeoP �T�cTRIcnL .�- x.,:X� ` �\� ��\ a'�r = I �I 0. ' :�'s CONDUIT (SEE 1 PROP tANOSCA NG SOI -v°�� \��A LIGHTING PLANS) /(SEE�.ANDSCAPIh UA71T OF`VIORK I siorcr \t I oc �aac r / /PRO SLOPED MEET E%I / - PROP VERT ) �I - \ ��\ / � MEET EXIST MEET EK6TIN _si°ar A (TYP) _PLANS" fV s � r s �� SIDEWALK \ / PROP 6_CEM z ",v d ET Ig> K K' X ONC SIDEWALK - A SIDEWALK J GRAN r I I � 4 r I / l"� ,�, -GRANINE EDGNG A� .., .y % PROP SLOPED CURB TYPEVVBI�(TYP v 'I \. yl ROP STAMPE I� ' GRANITE EDGING�A�'P) PROP VERT GRAN ��; �z' ^ PROP ]' �- CURB TYPE VB �` ;'�� / �COLOREO HMA' �- —� ,- V 'X -� CONC 51DEWALK ��,f!, ,PROP STAMPED (`F V'V�\�-�E _ 1 vg ��:% �1 COLORED�H CONC DRIVEWAY' fVSID ' PROP-1010EM "I� CROSSWALK°' )� �,' uo li \ svoX�' \ SIDEWAL ¢ .,�..s \�2, /S%ii V ` V -COLORED HMA I - CONG.DRNEWA_Y '1 .., O .>s, I� °"s` �V'( II c„ar, I. x¢ - /c „rPROPSTAMPED,s a FE �l \ CROSSWALH Ir Ill I I p I I v F I COLORED HMF�� - 5' ., _ �. - 'CROSSWAL rc Ew 7 `� s � WCR 26_x -��--c- -WCR 2 I an WTJ -( �� 21� x _ Tf- F - a��. _ _. _ SWTD-27 - _ _- - C ..L r..v a. b o� WCR�22 WCR 4 - EL ,- '.2fi sr WCR 30 - S -- WCR I I s i 1 - is.o' I_ _ oO OEo -• .tByPV+0439 - 19� .. T w 20 ' ,1 d N.0- 1 27--W B z F 16 r / EET � � a N4°06'4]�W fi23T r, ,' - i WCR 27 s TR {WCR 29 tS0 zw WCR 2D I ; �, _ :\ NA - -- - - a ow '1_4 _ — - r WCR-23 \ - ,WCR-25 _ x-T - - PROP I PTH xs x r rx 22.0' r 0 FULL DE I o c>usi tti9 i P^OP-VERT G NIS - PAVEMENT k L O� R \ PROP STAMPED PROP B'1 CEM - / e ED I ( \\ CURB TYPE VB 3" 4 `PROP STAMPED �. REVEAL I �. \COLORED HMA ,GONG SIDEWALK / '�, I I COLORED HMA— \L ) `, - .CROSSWALK _�.\ OVER CONC c PROP PERMANENT _ _ GUARDRAIL �\ ✓ -rox / PROP STAMPED ' PROP CEM- FR,. \ 1-1 I°+o rvm EEASEMENT, m s A 70 COLORED HMA I [\\ PV PROP-WOOD `-� �d CROSSWALK CONC ECEM 'V ` PROP WHEELCHAIR NCE REM \-' PROP �\ e� / \\\�\�\�' ?,R - STAMPED D �D F'ic JC, E ,OA o P - ,=y PROP SLOPED PROP 40' GEM COLORED HMA VAMSP (TYP) ..-. COL EO HMA \ ��\ s°° / GRANITE EDGING GONG DRIVEWAY - \�� \'�T �X \ '� OVER CONC PROP WMId OF OVER NC 1 w PROP LANDSCAPING - A V' r cRADINc`(TYP) (SEE LANDSCAPING LANS) --�-� `\ \� \J\ PROP PERMANENT \ \ _ , J�A EASEMENT ��ry �; z PROP STREEILIGHTdd�� / P �. E EGrrzoAi.PDLLeox� ^uD =T. ' �' V \ (SEE LIGHTING PLANS) of / / P i { 7.1rP o ONEN PROP PERMANENTT c / i- z OT sa EASEMENT ro xx N ThS E MEET LIST r a s R. . E u E IDEWAN I, o'ac e ;a1 s rt _o.e.o«E� - ° J (LIMIT OF WORK afi MEET�EXISTING �J A\ LAND SUBJECT / TO COASTAL �\ 111'2 LlT lal sv �^ STORM FLOWAGE mss+ kSELII ClJ �HOF (APPROXIMATE IlRl LIMITS) / \ - KEY:�I HOR. SCALE IN FEET 0 20 50 100 LAND SUBJECT TO COASTAL STORM FLOWAGE 5) (APPROXIMATE UM1T SALEM CANAL STREET 4 HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS - — " J sMAE o.NFA w NR sx21 NONE - SEE BELOW SEE DRAINAGE B UTILITY PLANS SEE DRAINAGE B UTILITY PLANS _ _ PROJECT FILE NO. sosiaa I, CONSTRUCTION PLANS Q I - r. � > � —I S{ P�€MI TOPS FIL R V/ ISP D LI IT / IM K Fj ,RN e' A :eel ` w ROP E 1 R AL ND � , PROP A T `� - j � > � I PROP VERT GRAN CURB TYRE VB ��•.• � � � � ��P 0 REE IGH & .� � LOR Ai � _ " I '. I "�s 3" REVEAL.A R— v ICA P11 OX 5 / RO WF d > P PI,J EM/ .�E x' _A L. � v z r IAD UL DEP -v sz �rt COOSNA K' f — 54W�IALK .nJ O WCRi i CROS WCR 21 O m v' F — 14 ILE /� / 1 11 /� �BT —_swro za MANENT PER g GUARDRAIL 'q E45EMENf RIJN, RMA i — E T/ PROP 3Q .CEM _ �` Zn�PROP WOOD -'CONC_DRIVEWAY �OP / / / (` '- PM/GODEALK—f .,v > 5TAMP 0— E �>> ) �� Oh �> COL D HMA /POMP j? UMI? nfi E EEP 7. 6 COI..I.E 2C- p P Ct v y _ dvA,pEifi t — �77 � LAND SUBJECT TO COASTALVLIMfT OF WORK _ d MEET EXISTING - T M2AR,BL F,AD — y STORM FLOWAGE C E` V AT APPROXIMATE n s � UNITS) ,.rec F•_�� J, 6FF , 1. KEY. - HCR. SCALE IN FEET 0 20 LE 100 LAND SUBJECT TO COASTAL STORM FLOWAGE (APPROXIMATE LIMITS) / SALEM -CANAL STREET c HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS 't I-E CC,-.-.1 Sx.o_ ,,T,TL, Y' 6MANFA l5X21i5 NONE SEE BELOW SEE BELOW SEE DRAINAGE&UTILITY PLANS I' pga6cr FILE No. saslas ( CONSTRUCTION PLANS lns Tx � o 1 \ Q S EE_O 6 Y v C i10 O IS.IF ll�l \ \ \ v `voP Lo & /,s \ \ `uvsE 'P'SE s3 / \ VI Tix ROP 5 CEM CONIC P MI n \ LIMIT OF SIDEWALK ° vl OVE Y V n Um � WORK / ted' PROPVSTAMPED Oa ?sVV II', I Ie S COLORED HMA ea. .wc\1 I' I 1I 8. SPACE OVER\GONGyLL PROP40 CEM \ V & OVERLAY ' ��(TYP): 1'111 ° I '— CONIC DRIVEWAY K ME EXIST. PROP VERT C� \I "�II GRAN CURB MEET 1 uv.,. _— SIDEWALK PE VBEXIST — I 's a _ PROP 25 CEMVA A\ - L TY -s CONIC sDRIVEWAY -w PROP HYO�2ANT _ wu 60i � � CO cve 6 / I O _ P w k OV'RLAY O G _\—IT-16:5 _—aw— — PROP MILO 'O pt' ~T u Z R 1� �5ev fie. PAVEMEI.T �- _ 15 T — � WOR 13 'W _ � 18.63' ��1RNJSRIONn \9,_PI 4� \L STREET 2 0 l9 - _ .� '^ 1.a.� 8 168 26 8.5 _ _ — - .--1 FANA 2 2� WG T— N 08 W '.�Y �• ._svr`D-as' STR 4°36 FET_. \ snwcu� swrD_ �Z 19921 .' I \ I / Z F - - 1 N 2 01 ' 1 o= A"eLvi 1 l11 \ 6.0' (PROP STREETLIGHT & PROP ELECTRICA �2 CJ:1A/ .r— C 55_ L/k' \I ✓ v WOR=1 a r PROP J6 rCEM� \ y (ELECTRICAL PULLBO% C IVEWAY P O�e IVERT� 1 �CONIC DRIVEWAY uE' _ (,(SEE LIGHTING PLANES) (SEE U G IAJ, I) - � ' _ l�.P ) G DRI AY > iv .c _ PROP PERMANENT EASEMENT e PROP 6 CEM - S '� RELOCATED BUS \ snm \PROPz PERMANENT GONG SIDEWALK _SHELTFR, PROP 25 CGEM DY + -owl EPsSEMENP l ONIC RWEWA1 _ w sio x z,..a su B ! ase s*s 4/ \ SII sa 0. c E — 1 I> 310 '✓// b22 ( /' aao r N q 7 W I to consrAL oe //� /'VC\I' %� `4. abal� F 3�oB�Jx �nl/( STORM qVe j7H ,\B79z ;jb, 47 (APPROXIMATE LIMITS)) I\\ E MEET'/ STT — z F..... 11 al' ( nzy ,. CIMOVER s %: aoous aai° N ,A ^/ �� _ HOR. SCALE IN FEET 0 20 50 100 LAND SUBJECT TO COASTAL STORM FLOWAGE _ � (APPROXIMATE UMITS) HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS SALEM NONE SEE BELOW CONTINUE BELOW RIGHT SEE DRAINAGE&UTILITY PLANS SEE DRAINAGE&UTILITY PLANS- _ CANAL STREET a \ m IA ( °j r pr. >auE ae �' V 'q LIMIT AF MILS Q \d SDEWALKIST �\. m 1EET EXIS DEWALK @� O O �\. V &OVERLAY MA STATE reo.NFgao�.no \/ C�` PROJECT FILE NO 605106 p PROP 10% CEM CON, CONSTRUCTION PLANS �sca 'DRIVEWAY _ IIIii Oh�� f' _ e T'0 jswro BAT i, s r P \y Q V PROP MILL & OVERLAY 6 TIT IITrlFrII C, oeeLrc L AJ`v 0, >� PROP MILL P� 1 \ PROP 40't'CEM \\ ' MEET EXISTJSDEWALK° ��` "' .oe n+ & OVERLAY SNC DRIVEWAY nd\ - x ' PROP FULL DEPTH e c s \.� PAVEMENT I'll.io".r aJ •z I FLY in 7 Lns PROP VERT GRAN�� t I CURB TYPE VB (}YP.) i e ! Q A._ so6cxiPs a64 v IP a `� ✓ e EXCAVATE PAVEMENT & EXCAVATE'PAVEMENT6& \ I u '� REM CON�SIDEWALK, REM CONIC SIDEWALK INSTALL�OAM & SEED L \ \d INSTALL LOAM & SEEE� v°' I I �� yr a, (SEE LANDSCAPING PLAN o 'J f LPROP 15 CEM \' MEET�EXIST SIDEWALKI71 Ei�c r \dIF a CONC DRIVEWAY\ 1 ! ! , L- �� v A� PROP 6VOEM— L A -Le s A CONIC SIDEWALK 41 Tl, <IPIILI \ PROP ISLAND s a & SEED s D R&R BUS\SHEL CONTINUE ABOVE LEFT 0 I'll, s EXCAVATE PAVEMENT&d a V cr \ TOISTA 102+75_,-A „` a a REM CONIC SIDEWALK _ WTD 'r -65 (LORIfSG AVENOE� , "Exa ° cri6 �INSTALLaLOAM Ac SEED I PROP\SLOPED G AVENUE STA tOM.1 sen c A s GRANITE EDGING PROP STAMPED A C AVENUE STA I EIT IT" TE e�1t.n 6 ,6a I. PROP�15 CEA}t O "�� - COLORED HMA As 2��•sI A E46EA1ENRMAN�ENT 1ACRNG r SANPEO- V� \� \ elf L_se�� v, ,-.o?, \� REM t;MED hR OVERLAY PROP STA RED,,,,, n E 6 e �ROSSWALK� ^� " 71 4�.' a �� VAo�I=e ��AL ISLAND - I COLORED,oHMA6 rc A A A iTE °c'D COLORED,HMA t L - 6a f0 EXCAVATE PAVE�M"ENS & V A A A + / .CROSSWALK PRQP WHEELCHAIR \ fi 1 1 l �� II DV REM CONGSIO& SEE[ T �� - INSTALL LOAM An, ,<�A �A A 1'^ > _ I vM a _1N6R A a 'u;�� A� `i \\ .fF ! E1 iC SAWCUT �O <, K \&I -mmuE' `-soV ziea.a� •—saws TZ— 1 c V v i 5 —� PT.z�i TR EET z4 p VA�,A"( +5�p>�-� �v s �� /e�,'rtiuo e.oy Dl - t. it �r_,�P __c...," �.re��,�_,~s 44�E; s r a o s• s;-ro'— T+azte� Na 01-24-10 lsszr PA0 p2 \ e�. v �, ,a /� v A ��—�— 1 n. 1, 4 V��c°, L e a>V aso.po• 1v ,:.,� SS 3D 96338Tg�\pRoa Y cEM� `, PC 'vr; ��ruKING E 81g� P0 y°� inn 11\ RET 9 \ CONIC SIDEWALK yen,. 1 °'` m- 1 -. 3 �l\PROP`16 CEM - � _ SAWCUT II \?c i CON, DRIVEWAY `I �� R- D� F Di � h. \ � _ WCR-�1 6.0 V 1 - PROP 36 CONIC DRIVEWAY E-A-,'� sen znTP '' �1- ,;,115Xy{Ov.\ p+ -\ - I3�% <- Ai 1�.N ZO c_•` e .'.'�,� e \ �O\ ' ;� /i a.fT "B \ _�,. 'I I 2 .e . 71 PROP%T\\ a-" ^s�\\.,\\ \' 1CONC DRIVEWAY 111N \f.\ \ 11 \\'` \Las L_P \\ .�\&/i \ P \ _OCAT „ \ V n n-sl \'.,��\t . COLORED�'PE n EASEMENT i e.L,-x , >.�1 ha 1\ �`�\\\ -� p -\. r„ SHELTER- BUs ' \ \ REL \ \ 1 PROP PERMANENTI oar - s k".'4i \ \ s.a ,\ � CROSSWALK' ;seer 1 e; < - \ W(D %' -� \ i �\ �\ PROP 12' CEM 1 PROP PERMANENT 'sa \ \ \ \ 1\ I \I I I EASEMEM '. >5� I \ ,SH, �" " \ CON, DRIVEWAY\ 1� Y e ca" I I \ T \\ „.-\ -me. \\ ". ,vwv V\1\ t\ PROP 12' CEM - _ O c2,T. 't \ PROP PERMANEW \ \ "CONC DRIVEWAY _PROP STAMPED �p 3Lp & \ EASEMENT V 1 �y\- �' ss =COLORED HMA WCR-7 - \ 1 \\; IT �L\�_ �— =t GRosswALK „ „> X\`\ z sN 1 'u t -6 A PROP 18'I CEM L. 95 CONIC DRIVEWAY V A \�_�`A p Tt" PROP 25 CEM �\ T a .,"y vA �CONC DRIVEW�� \\ y� \ _ � \t o \ ��O MLEN PERMANENT\ \y \ ao.aJee , ¢ Ti Ja*,.,.[ ... MA \ \\ \ \ PP 95 CEM \ :a. a Lon6 sero f,�a. CROSSWAU2E� \ C SIDEWALK \ .1 v n PRO nA A � � ea a COL;OREDiH \ D \`\\ \ > \ J.Dau_ 60 W }l .0 \ � "\\ ROP CURB \,��' \ �" lu°I �° NwnL sR3- `�\11 I \� CORNER (TVP) \�\�,,.. \ SDEWA : &MIT OVERLAVILL F - F oirn.FTAwv '� —C STORMLAND S FLOWAGEUBJECT SID COASTAL MEET DEWALK , lPP\MM1 � P L s *L C, (APPROXIMATE cuoi'zss,s Re.E] P- (gPPROXIMATE LIMITS) < o c [ 'i A,311 uE eJ, v<ao.a>°v,E nA�i aa.I'tssaa P"ee ur IT,x c n s ^ td o n t� A - KEY, a EP f eJ \I F iP 0',,11 p p-R 11 \ e � � � N F LAND SUBJECT TO COASTAL STORM FLOWAGE,, :i �u\ (APPROXIMATE LIMITS) Ge SALEM CANALSTREET a OFF-STREET PARKING VARIES 0'-0" TO 1'-6" PERMANENT SIDEWALK FOR COMMERCIAL 5'-0" TO 35'-6" PERMANENT SIDEWALK EASEMENTs 5'_p•' TA'E FED P1DIxwoIIT Tm. PROPERTIES TEMPORARY EASEMENT 50' RIGHT OF WAY TEMPORARY MA .NEA . x3. sx2JTs EASEMENT w R.O.W. LINE -EASEMENT _ G Z CONST " I, PROJECT FILE NO. WSWB o 6'-0" 18'-6" -@ 18'-6" 6'-0" TO 7-D" ! TYPICAL SECTIONS ' 3 SIDEWALK TRAVEL LANE/SHARED BIKE LANE TRAVEL LANE/SHARED BIKE LANE SIDEWALK o LSY• 6. PGL & 6 e. 3% 29, CROWN 2% 39, - PROP 4" LOAM BORROW & SEEDING 6 PROP FULL DEPTH PAVEMENT - PROP CEMENT CONCRETE SIDEWALK (TYP) PROP GRANITE CURB PROP GRAVEL BORROW (TYP) �" "' TYPE VB - STRAIGHT (TYR) CANAL STREET - PAVEMENT NOTES - PROPOSED PAVEMENT MICROMILLING & OVER, .STA 10+00 TO 18+00 fi MS MILLING k 4" PAVEMENT MICROMILLING y , TACK COAT:I, ASPHALT EMULSION FOR TACK COAT, GRADE RS-I, PLACED OVER - EXISTING PAVEMENT AT ARATE OF 0.07 GALLON PER SO, YD. 0'-1" TO 1'-6" _ SURFACE COURSE: 2" SUPERPAVE SURFACE COURSE 125SSC-12.5) OFF-STREET PARKING PERMANENT SIDEWALK _ - 2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19A) FOR COMMERCIAL 5'-0" - EASEMENT / PROPERTIES TEMPORARY Zf 48' RIGHT OF WAY EASEMENT i 13'-0" TO 18'-6" R.O.W. LINE TRAVEL LANE/SHARED BIKE LANE CONST 6'-0" 0' TO 11'-0" @ 13'-0" TO 18'-6" 6'-0" FULL DEFDA PAVEMENT GREATER THAN 4' WIDTH S SIDEWALK RIGHT TURN LANE TRAVEL LONE/SHARED BIKE LANE EXIST SURFACE:. 4 2" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) 41.' 2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0) 1 5%. MATCH EXIST PGL & MATCH EXIST SIDEWALK _ w -- —_ SLOPE CROWN ----SLOPE '-` BASE: f 3-1/2` SUPERPAVE BASE COURSE 37.5 (SBC-375) 6" ____________ } PROP GRANITE CURB SUBBASE:, 4" DENSE GRADED CRUSHED STONE FOR SUB-BASE TYPE VB - STRAIGHT 6• _ 10" GRAVEL BORROW, TYPE B (TYP) PROP PAVEMENT MICROMILUNG.& OVERLAY TACK COAT: ASPHALT EMULSION FOR TACK COAT, GRADE RS-1, PLACED PROP FULL DEPTH PAVEMENT OVER EACH PAVEMENT LAYER AT A RATE OF 0.05 GALLON PROP CEMENT CONCRETE SIDEWALK LESS THAN 4' WIDTH PER S0. YD. PROP GRAVEL BORROW PROP GRANITE CURB _ CANAL STREET - RILL DEPTH PAVEMENT LESS THAN 4' WIDTH TYPE VB - STRAIGHT STA 7+50 TO 10+00 SURFACE: 2" SUPERPAVE SURFACE COURSE 12.5 (SSC-12,5) (TYP) NTS 2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0) BASE: 6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE SUBBASE: 8" GRAVEL BORROW, TYPE B 50' RIGHT OF WAY TACK COAT: ASPHALT EMULSION FOR TACK COAT, GRADE RS-1, PLACED _ z CONST R.O.W. LINE 6'-0" 2'-0" 11'-0" 11'-D" @ 14'-0" 6'-0" OVER EACH PAVEMENT LAYER AT A RATE OF D.OS GALLON J - PER SO. YD. 3 EXIST SHOULDER RIGHT TURN LANE TRAVEL LANE TRAVEL LANE EXIST 01 SIDEWALKSIDEWALK __ - Y MATCH EXIST 2_7 MATCH EXIST G OTEXTI REINFORCED F DEPTH PAVEM NT ----r—--� SLOPE CROWN PGL SLOPE SURFACE:_. 2" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) --- 2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0) ' BASE: 3-.1/2" SUPERPAVE BASE COURSE 37.5 (SBC-37,5) PROP WIDENING SUBBASE: 4" DENSE GRADED CRUSHED STONE FOR SUB-BASE PROP PAVEMENT MICROMILLING PROP GRANITE CURB 3" GRAVEL BORROW. TYPE B & OVERLAY - TYPE VB - STRAIGHT(ttP) GEOTEXTILE. 3" GRAVEL BORROW, TYPE B CANAL STREET 12" LIGHT WEIGHT FOAM CONCRETE STA 5+50 TO 7+50 TACK COAT: .ASPHALT EMULSION FOR TACK COAT, GRADE RS-1, PLACED OVER NTS EACH PAVEMENT LAYER AT A RATE OF 0.05 GALLON PER SO. YD. - - CEMENT CONCRETE SIDEWALK WHEELCHAIR RAMPS & ISLANDS SURFACE: 4" CEMENT CONCRETE SIDEWALK AIR ENTRAINED, 4000 PSI, 3/4" 610' SUBBASE: ,.. 8" GRAVEL BORROW, TYPE B 60' RIGHT OF WAY f- z 6'-0" TO - CONST - R.O.W. LINE T-0" TO CEMENT ON RET DRIV WAV m T-0" 1'-0" 14'-D" @ 11 -0 11'-0" 11'-0" 1'-0" - 9'-6" SURFACE: 6' CEMENT CONCRETE SIDEWALK AT DRIVEWAYS --- 3� DER TRAVEL LANE LEFT TURN LANE TRAVEL LANE RIGHT TURN LANE SHOULDER SIDEWALK AIR ENTRAINED, 4000 PSI, 3/4" 610' SIDEWALK SHOUL 0 MATCH EXIST 0'-0" TO 13•_0•• I - MATCH EXIST SUBBASE: _ 8" GRAVEL BORROW. TYPE B CROWN 6 SLOPE PGL SLOPE " CONSTRUCTION TOLERANCE OF 0,5%. i. Com' 6. ? PROP PAVEMENT MICROMILLING & OVERLAY PROP FULL DEPTH PAVEMENT PROP GRANITE CURB TYPE VB - STRAIGHT LORING AVENUE - - STA 0+50 TO 5+50' NTS r SALEM CANALSTREET v 0 ID . 0'-0" TO 1'-0" SETAE 0.NFApa xo. SxEEis 0'-0" TO 2'-2" PERMANENT SIDEWALK o 5'-0" TO 10'-0" PERMANENT SIDEWALK 49'-0" EASEMENT 5•-0" PROIECI FaE 9o. sodas o TEMPO Y EASEMENT RIGHT OF WAY TEMPORARY - EASEMENT CONST R.O.W. LINE ,R.O.W. LINE EASEMENT - TYPICAL SECTIONS o 6'-0" 6,-0" - SIDEWALK TRAVEL LANE/SHARED BIKE LANE - TRAVEL LANE/SHARED BIKE LANE SIDEWALK EXIST GROUND (TYP) - $_ PGL & 6' 1.5%• ______--_— L 6'• 3% 2% CROWN 29 -- 39 6'1 �_ - _____ -- �- _____�z_______ 6 PROP FULL DEPTH PAVEMENT PROP CEMENT CONCRETE SIDEWALK (TYP) PROP GRAVEL BORROW (TYP) PROP GRANITE CURB TYPE VB - STRAIGHT7 CANAL STREET (nP) , STA 38+50 TO 43+60 ' NTS • Y 0•-0" TO 0'-3" PERMANENT SIDEWALK 5'-0. 10 28'-6'• PERMANENT SIDEWALK 50'-0" EASEMENT 5'-0" TO 44'-0' IEMP0 EASEMENT RIGHT OF WAY TEMPORARY EASEMENT R.O.W. LINE CONST R.O.W. LINE EASEMENT • 6'-0" 18•-6" @ 18'-6" 6'-0" - SIDEWALK TRAVEL LANE/SHARED BIKE LANE TRAVEL UNE/SHARED BIKE LANE SIDEWALK " « 1.59,* PGL & La° 4 2% CROWN 2% 4R 1 .--_____--____ _4- - —1 F-6' PROP CEMENT.CONCRETE SIDEWALK (TYP) HOT MIX ASPHALT DRIVEWAY PULL DEPTH PAVEMENT PROP GRAVEL BORROW (TYP) SURFACE: 1-1/2" SUPERPAVE SURFACE CC -12, OVER PROP LNITEURETI 2" SUPERPAVE INTERMEDIATE CD_..__ _. _-12.5) - TYPE V (EYE) SUBBASE: - 8" GRAVEL BORROW, TYPE B CANAL STREET STA 31+00 TO 38+50 TACK COAT: ASPHALT EMULSION FOR TACK COAT, GRADE RS-I, PUCEC OVER NTS EACH PAVEMENT LAYER AT A RATE OF 0.05 GALLON PER SO. YD. STAMPED COLORED HOT MIX ASPHALT CROSSWALK SEWER(36"RCP)/DRAIN(15" RCP) ON PILES MILL: 2" PAVEMENT MICROMILLING ' VARIES 8'-0" TO 10'-8" APPROX STA 25+00 TO 31+10 0'-0" TO 0•-7' SURFACE: 3/4'• STAMPED COLORED SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) 0'-0" TO 3'-3" �� PERMANENT SIDEWALK 1-1/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SSC-125) 5•-0" TO 17'-0" PERMANENT SIDEWALK 50'-0" TO 55'-0" EASEMENT 5•-0" TO 40'-0" -TEMPORARY EASEMENT RIGHT OF WAY TEMPORARY TACK COAT: ASPHALT EMULSION FOR TACK COAT, GRADE RS-1, PLACED OVER EASEMENT R.O.W. LINE R.O.W. LINE EASEMENT EACH PAVEMENT LAYER AT A RATE OF 0.05 GALLON PER S0. YD. 6'-0" 15•-0" TO (19•-0" TRANSITION) 10'-0" TO 0'-0" 15'-0" TO 19'-0" TRANSITION 6'-D" SIDEWALK TRAVEL LANE/SHARED BIKE UNE LEFT TURN UNE TRAVEL UNE/SHARED BIKE UNE SIDEWALK STAMPED COLORED HOT MIX ASPHALT (OVER CONCEELL-SIDEWALE SECTIONS 3• PGL & CONST 3 - L59,+ L4, 49 2% CROWN 2% 49 1.5%• SURFACE: 3/4'• STAMPED COLORED SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) r .- —_ - _ —_------------- 3-1/4" CEMENT CONCRETE SIDEWALK ---_—_—__ _ � I PROP 4" LOAM BORROW'& SEEDING SUBBASE: 8" GRAVEL BORROW, TYPE B 6" PROP GEOTEX➢LE PROP CEMENT CONCRETE SIDEWALK (nP) TACK COAT: ASPHALT EMULSION FOR TACK COAT, GRADE RS-1, PLACED OVER REINFORCED FULL DEPTH PAVEMENT - PROP GRAVEL BORROW (TYP) EACH PAVEMENT LAYER AT A RATE OF 0.05 GALLON PER S0. YD. PROP GRANITE CURB + CONSTRUCTION TOLERANCE OF 0.59". TYPE VB - STRAIGHT (TYP) CANAL STREET STA 25+75 TO 31+00 I. NTS 0•-0'• TO 0'-10" .. 0'-0" TO 0•-6" PERMANENT SIDEWALK 5'-0" PERMANENT SIDEWALK EASEMENT 5•_0" �-- TEMPORARY EASEMENT 50• RIGHT OF WAY TEMPORARY EASEMENT w - CONST R.O.W. LINE SEMENT 6•-0" 15'-0" 111 ]-0" 6'-0" 3 SIDEWALK TRAVEL LANE/SHARED BIKE LANE TRAVEL UNE/SHARED BIKE LANE PARKING LANE SIDEWALK L 5%• 3' PGL & ] - 1 5%+ .. ---________________________- -- L6^ 3% 2% CROWN -- 2% 6 3% ..1 PROP GRANITE CURB 6' PROP FULL DEPTH PAVEMENT PROP 4" LOAM BORROW & SEEDING . TYPE VB - STRAIGHT PROP CEMENT CONCRETE SIDEWALK (TYP) (TYP) —PROP GRAVEL BORROW (TYP) s CANAL STREET 'w STA 18+00 TO 25+75 - } NTS . SALEM CANAL STREET v 0 e SATE ED. ID— SNS[T SN31 5 5�9 PROJECT FILE NO. W5146 5 TYPICAL SECTIONS o 5•-0" 60' RIGHT OF WAY 5'-3" TO 102'-0"^ - TEMPORARYR.O W. LINE CONST - R.O.W. LINE TEMPORARY - - EASEMENT 6• p•• 1•-0• 12•-D" & 71'-p" it'-0" 12'-0" 5'-O'• EASEMENT SIDEWALK SHOULDER TRAVEL LONE I LEFT TURN LANE THRU LANE THRU/ RIGHT SIDEWALK VARIES TURN LANE ; m EXIST GROUND (NP) 2.0% TO -0.5% 20� 1.5%• m _ 1fi" PGL CROWN 3.09. 6.1 PROP 4" LOAM BORROW & SEEDING 6 PROP FULL DEPTH PAVEMENT PROP CEMENT CONCRETE SIDEWALK (TYP) VB - PROP GRANITE CURB PROP GRAVEL BORROW (TYP) TYPE STRAIGHT (TYR) CANAL STREET. STA 66+95 TO 68+50 NTS SOUTH RIVER CONDUIT 1 2-6•-0" CAST–IN–PLACE GONG PIPES O'-0" TO 0'-10" 1 a PERMANENT SIDEWALK VARIES 60'-64' EASEMENT 0•-0" }3'-0•' RIGHT OF WAY I TEMPORARY ' R.O.W. LINE R.O.W. LINE EASEMENT PROP 42" WROUGHT IRON I FENCE ON WALL CONST 6•-0" ]'-0" PARKING LANE/15•–D" TO (11'-0" TRANSITION) @ 15'-0" TO (11•-0'• TRANSITION) ]•-0" PARKING LANE/ 6•_0" I SIDEWALK 12'-0" TRAVEL LANE TRAVEL LANE/SHARED BIKE LANE I TRAVEL LANE/SHARED BIKE LANE 12'-0" TRAVEL LANE SIDEWALK I - TRANSITION pGL & TRANSITION) I - 1.5%' Lfi• 3.D9, 2.09. CROWN 2.09 3.p% 1.5%+ F__–_____-- _ 1 6" PROP CEMENT CONCRETE SIDEWALK (TYP) PROP 4" LOAM BORROW PROP GRANITE CURB PROP GRAVEL BORROW (TYR) & SEEDING PROP FULL DEPTH PAVEMENT TYPE VB – STRAIGHT (TYP) I .PROP LOW RETAINING WALL - 1 4000 PSI, 3/4 INCH – 610 CEMENT - I CONCRETE (SEE DETAIL) CANAL STREET _—J - STA 56+00 TO 66+95 ` PARKING LANE ENDS AT STA 64+50 NTS i - + CONSTRUCTION TOLERANCE OF 0.5%. SOUTH EVER CONDUIT I I = 10•-0" GRANITE BLOCK 0•-0" TO 0'-10" - ' I I PERMANENT SIDEWALK VARIES 60'-64' EASEMENT 5•-0'• RIGHT OF WAY TEMPORARY NOTES, R.O.W. LINE R.O.W. LINE I EASEMENT PROP 4N WROUGHT IRON 1. SEE SHEETS 2 & 3 FOR PAVEMENT NOTES. FENCE ON WALL 1 "' �• CONST 6•-0" ]'-0" 15'-0" @ 15'-0" 7'-0" 6'_p^ SIDEWALK PARKING LANE TRAVEL LANE/SHARED BIKE LANE TRAVEL LANE/SHARED BIKE LANE PARKING LANE SIDEWALK I 1.5%+ PGL & 1.5%• -- Lfi'• 3.0% 2.0% CROWN 2.0% 3.0% g•1 PROP CEMENT CONCRETE SIDEWALK (TYR) 1 PROP GRANITE CURB PROP GRAVEL BORROW (TVP) 1 PROP 4" LOAM BORROW� PROP FULL DEPTH PAVEMENT TYPE VS – STRAIGHT _ 1 & SEEDING (ryp) PROP LOW RETAINING WALL I 400D PSI, 3/4 INCH – 610 CEMENT s`- I CONCRETE (SEE DETAIL) _J CANAL STREET STA 43+60 TO 56+00 NTS s (' _ {1 i - SALEM 5 CANAL STREET d q ( SE FED. a xNO S � x2 MTOTAL ANFA9x21 TS 1. PROJECT FILE NO 51 KEY PLAN ° � 3 LIMIT OF PROJECT LIMIT OP PROJECT Y / / STA 00+50.00 2 STA 07899.00 \�\ N 30119.3 79 ) N 81868.1897 ' E 819119.3879 � E 818687.1897 W ,} L1MIT OF PROJECT s� AL STREET sTA Do silo L J} 1 N 3014618.8110 r 819155.41 i O O / c zjL n c In 0 70 m cn cn m LAND SUBJECT TO nl / COASTAL STORM FLOWAGE C5 (APPROXIMATE LIMITS) \P. � V KEY PLAN - j PLAN TYPE - - 00 CONSTRUCTION PLAN LAND SUBJECT TO COASTAL STORM FLOWAGE - e. FOR. SCALE IN FEET - Y, 0 250 625 1250 ' 1 1 x MASSACHUSETTS DEPARTMENT OF TRANSPORTATION TATE �n�nos ET CANAL 1 HIGHWAY DIVISION MA NFA1 21 PROJECTFILEND. -O TITLE SHEET 8INDE%6°5ti6 _ 1 PLAN AND PROFILE OF CANAL STREET RECONSTRUCTION 1 IN THE C"ITOWN OF THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND C BRIDGES DATED 1988,AS AMENDED,THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 15,2012, , THE 2012 CONSTRUCTION STANDARD DETAILS,THE 1996 CONSTRUCTION AND TRAFFIC STANDARD SALEM DETAILS,(AS RELATED TO TRAFFIC STANDARD DETAILS ONLY),THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, .THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS,THE 1968 STANDARD DRAWINGS FOR ESSEXESSEX /1 TRAFFIC SIGNALS AND HIGHWAY LIGHTING AND THE LATEST EDITION OF THE AMERICAN COUNTY 1V STANDARD FOR NURSERY STOCK,WILL GOVERN. _ _ 1 FEDERAL AID PROJECT NO. I 1 INDEX N O I S U B M I TTA L SHEET NO. DESCRIPTION to I TITLE SHEET B INDEX 12 KEY PLAN3-5 TYPICAL SECTIONS UMIT OF PROJECT STA 71+22.00 6-19 CONSTRUCTION PLANS / i 39"3' 8.8110 DESIGN DESIGNATION (CANAL STREET) 20 CONSTRUCTION DETAILS _ — DESIGN SPEED - 35 MPH 21 CRITICAL CROSS SECTIONS - ADT 19,776 vpd 1 ADT(2029) 22.962 vpd K 77% D 53% T(PEAK HOUR) 2.0% ° T(AVERAGE DAY) 4.0% DHV , vph 891 ODHV 891 vph FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL 1 r. OMIT OF PROJEC NTA 00+30.00 _] N 3007630.1208 - E 8191193879 1 UNIT OF PROJECT �. NTA 3709.00 N 3007899.2811 E 81868].189] IA gyp*^ �p 1 p _ TRANSPORTATION ACM OCTOBER 13. 2014 2.AECOM gpyl"TECHNICAL SERVICES,Inu " o Dirve 7978,9062100 F978.9M210x4 1 - TWB.B°52ID0 FB]8.80.42IDi Y+'Ma/.00COm.Wm 0 1500 3000 4500 6000 SCALE:1"=150P - tlMyEn t LENGTH OF PROJECT=7,072 FEET=1.339 MILES a ein 3 h"` y av DATE OESC.FT]ON REV, massD0T " f4fxtgmvay OpAelen 1 Attachment D — FEMA Map ' (Land Subject to Coastal Storm Flowage) 1 1 1 1 MAP SCALE 1" 500' , 1 Iolill _-- FEET " „ 3., ; ,?'°'" .L ' ,�cti f @ x s,• `i -..;r, lJi. k`�' F-7, A; ''.;,YT-C.'>�!� � ,',�'r i+ r �� g��2_ � �., �:. �� o K��!�`A�1 ',� .}�,♦R ,�`;r ��.�'�L�,. � ire .y ? { �yrrix 1 W`. ■ ° f ' 4;� 3 _ �4 l* G„� 1 f ,,�,,,e,•;.,.�.:� .. fr H,k�t .{ t:}ti-t "a iSi iX � iii' . i•�:_ `�*'"�� a� -fll�C. .� ;;4t`. �cF,� `�•:• �,• Q �•>rzan�la� s j a��dl 4< . .� �` ;'�,�L7� u`�l o '�;§�'+�.,a• G.ti .!: �,�y' ^..7p, 'f` ;:'. • p `.r `�' ..� z 4t9 wit t f..* •�� L� ry Y! 1Lw,•• i.#.`'`dx .; t: .,n. y . .. �.. •, }r '> ,.._^ ,�,,., y..' `a«�jsr�,� n \t r < a L . 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E R CE G S �.49 A .,de' � r Y .• '{�•. • 7• • Lt•R� �• �, � C«? -J p � i'+� x. i o-N1ESSEN 1 ,� �� - O , Oy.J� G • •• •ice i ••••.•«•• 1••• • i••"i 8 :1uTR� I _ ' • tNY� ,. r, � _ n �� + +�:�:i•• � s.• tJ••cV • ,•m I' '' ftt `N^ ' t, ' a t �'`.?:j..s+ •' -D t f :•� "r" � a` .w�tj 1r r,;.' -.S E G t f - ,.•. •';t«•�,•• e•t�' -r' o • e•1 ELS _ �.y F' �• t•••••^-•b- ��'• Y F- I,a w � J I �-� UR "; Q t `. r.4` •�•••-•r• �. F COLO�IA� � .. �(••-f � �" ,�a:q � r >__ i d GLS �i EL - c`G ,'1dt•Oyu r, « p t 7 x' - J,SjREET D F 'tnxEL 11) : S Rr'• J - ' - r -•' PANEL 0419G ' z • 4 a •' � ) �•�: C fAN ` !n- e j TREEf 9'1 tc i� E N AVENUE 'c L� .'.' �' �"'•a. 6 FIRM FLOOD INSURANCE RATE MAP ' NORT �-* • � - «t..}'• 7•••: ' _� a, f .. m s. - ,,. xt� �a . ESSEX COUNTY, a ON STREET .•.l «,• �• � «• •• t. N, ( 9 ® MASSACHUSETTS '1 ' ' r L`pURENT 1 ` �..•> . f S Le _ '�r•,A ,y ,hr• _'HERSEY¢� ty _ rr r t�F• , •, R (ALL JURISDICTIONS) I9 ✓_.._,.. .- 0 0'-" .�'�Iy � }i QST+ •�i'Ji -t, -i- _ -n': ,6 > �' ;� l A„�, _ :,. ' O � ..- iA •i�.r:Niri` icr )'31r. •:-,�. •g�.a ✓.�'� EET i� L O rt3 .LT��1•`i''-•�� n il O pe ♦ .WJi _ 1..' 6 •• y .l.rt+t,, {� - ':� Tfmn tF •�f ry`I•' PANEL 419 OF 600 ' ~ - cA Di'~' J' I ii'' .� ° ' I�u �,.v,,•' _ _ " itn4"'alC+-i VENUE -. .q v Q _ f . . y �`, .,,`�.. T • -._"1F+.4r •-t f • 'b•'•••• ENUE Y�t•G Z y - S' - ,s<< a .l`17' .,fir' (SEE MAP INDEX FOR FIRM PANEL LAYOUT) �r_e1ML�SON..s. -`ci ,orb .w<Ip� �, �• r �I:, ppEST'iAV,,, - m 1?r0. - 9'SA -�.qyq_'} <` rsHnrAlus. F o 'S �°4 •v! i +i'••ry i «.•i a -1 - F (� 90 ��" t a coareuxrtr xun6EP PL+tEL Slt ' EET = �Ti TRF"�.N ,. � �� J r.•'♦-a f n - -.,F•.Np N - m �,• N�,9 .f. - - � � 1 w.xettxuc m.nar tseoi a1: c Y" & ..e T�°i2O►y fir,` .. 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The when Number shown below `q ORV r1�t ` • • �«� • c� ffr • a i Jt•, P • ( ^' AVOyq AD. :Ti • shouldComm ni used u bee home map shoes; theW t � �� G _ ,P LLEL y ,�q�: < - i' :-{,1 6 V•2• -�S y.� Community Number shown s for shook be R i .ST L'IP�.:- , _ - , j,�- _ t EMENAY'R D •• came on insurance a ' � �' - t • - ' 5TREETa+ - b r '� " ?F .['Y• �;" :�• community, vp�wcm for the subject rbc fi'- I C� pEEs •_' ^fti 3�t ROSE. cr , •e„ .•„(� 3 'NAPLES ROAD .✓�'' a£• °+ MAP NUMBER RE 25009C0419G ' x � -R .,-tt• •,•- P:d '' . �•c •t r•. /a t �' sr c MAP REVISED b< i '- • '., •(EL 1) t p:••• �,0 (��'.�� 2J '�� .,.<. AIRVIEWjROAD.' `+w sF' .•, ; ...r,.. . 4f . . qN. a.y sJb �,t i JULY t8,2014 «OCIMBALL •j(•�`a'9.� • :� xPa • -: i 114 t `. _ E Federal Emergency 111anagentmnl Agenq• ' �y r S.' ...• �� '�• �.. l '• y • COQ' r '9'1.,0 .� :s B$6- a. S ,1, `F«t ,�'. r` �� F i•+. ytr�tt .:>3 y t' ( • �• "vc5 �9.C�JL��$-4r+ p, . f.v ,.� ..•.:•H RERR�ACE S:: 917000 M •• f • • r' E Z ♦ +.,d Ti „. ' t y Y at �I•v r' � • •t" J ' '�'� y0 BERT�INI7' -{j+fJ•�i °'4. 4 � '��•��]r��,�'.k - � {?N � ' F 1 ' • ' �.'. .�•i•..�i,.•4 "�1G�"�'p�. � �(�\4�S LANE�� c s dim �* � �'��',�� {P' ,.. F t'' D �r �° -'.X,, (EL 11) t• A•� .-1 �t1Z c�. ,c� �41s�'-t'+ �yi� •yD �� Q��,'��-' � � •- a ' { ♦ •` � •r„.��: ('fie. a4 1 ✓ i+��4• � T ��<:; � •• •` r :ii. - t . .A11': r a ��•'�• T s \S, �f,� d y A m •r, 4 This Is an tectal dopy o<a Oportion of the above toesreerenced Aped map. C i /' NER - ¢ • ,� f was e><txacted using FMR Online. This map rices net reCeat changes 42e 30' QQu mge v !* y •i :� •1 {• or amendments Which may hue been asubsegvuent to the date on the ' -_---- Pro dock. For the lathe k teuctintAFloan about anal Flood lnsarence JOINS PANEL 0532 Program Cane maps check the FEMA Flood Map store at waw.msc.tema.gw ! �, a ip 4� . ' ',� r! n �P4 aaijd @. @� N . ^"i �p\ � c�• r, ,ni,w r >e mlp oay� a,cRMP �•".y9 `�}, ,-yf\0 ..109 - •'I ir.ra '�;� _ >�d�. 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'' @ N A 2�E � ,4 9 is 3a 5 g y iECk g� o _ o _ E _ ay' g an 6paei �g � a a -gyp UH lit n i y a 1 ' Attachment E - Abutter Information ' Affidavit of Service Notice to Abutters List of Abutters 1 t AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act (to be submitted to the Massachusetts Department of Environmental Protection and the Conservation Commission when filing a Notice of Intent) ' I,Thomas J. Touchet,hereby certify under the pains and penalties of perjury that on October 14 2014 notification was sent to abutters in compliance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification ' dated April 8, 1994, in connection with the following matter: ' A Notice of Intent is being filed with the Salem Conservation Commission under the Massachusetts Wetlands Protection Act (M.G.L., c. 131, s. 40), its implementing Regulations (310 CMR 10.00), and the City of Salem local ordinance, Chapter 50 Wetlands Protection and Conservation, to reconstruct Canal Street from its intersection with Mill Street/Washington Street ' to the north to its intersection with Jefferson Avenue/Loring Avenue to the south in Salem,MA. The form of the notification, and a list of the abutters to whom it was given and their addresses, are attached to this Affidavit of Service. October 14, 2014 ' Thomas J. Touchet, PWS Date Senior Wetland Scientist ' AECOM 1 1 CITY OF SALEM CONSERVATION COMMISSION ' NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act & the City of Salem Wetlands Protection Ordinance ' A Public Hearing will be held at Salem City Hall Annex, 120 Washington St, 3rd fl., Salem, MA at 6pm ott: Thursdav October 23, 2014 ' To consider a Notice of Intent for: City of Salem—c/o David Knowlton (City Engineer) For the property located at: Canal Street ' For: the reconstruction of Canal Street from its intersection with Mill Street/WashinMon Street to the north to its intersection with Jefferson Avenue/Loring Avenue to the south. ' This is a public hearing under the requirements of G.L. Ch,131 Section 40, as amended, and the Salem ' Wetlands Protection Ordinance and Regulations. Plans are available at the City of Department of Planning and Community Development, City Hall Annex, 120 Washington Street, 3`d floor, Salem, MA from 8am-4pm Mondays thru Wednesdays, 8am-7pm on Thursdays, and 8am-12pm(noon) on Fridays. For more information please contact the City of Salem Conservation Agent at 978-619-5685. ' Note: Notice of the public hearing, including its date,time and place,will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time, place,will be posted on the Public Meetings Bulletin Board in Salem City Hall,93 Washington Street, Salem, Mass not less than 48-hours in advance. ' Note: Please submit written comments to the Salem Conservation Commission, City Hall Annex, 120 Washington Street, Salem, MA 01970 by the public hearing date. Comments can also be emailed. Please ' contact the Conservation Agent at 978-619-5685 to confirm email address. Note: You also may contact the nearest Department of Environmental Protection (DEP) Regional Office for more information about this application or regarding the Massachusetts Wetlands Protection Act. ' To contact DEP call: ' Central Region: (508)792-7650 *Northeast Region: (978) 694-3200 Southeast Region: (508)946-2714 Western Region: (413) 784-1100 parcal map4atRul aOEreae etreat oYmerl 0wne72 mailing address Street IOrmlGly SIM. ep 34.03420 10 CANAL STREET SALEM CITY OF 33-0134-0 0 101 CANALSTREET ROCKETT LINDA 44 CHESTNUT STREET BOSTON MA 2108 334131.0 0 103 CANAL STREET ADAMS JOHN R FRANCINI PO BOX 555 SALEM MA 1970 33-0132.0 0 105 CANAL STREET J&D CANAL,LLC PO BOX$55 SALEM MA 1970 39.00180 0 120 CANAL STREET FREEDMAN ARTHUR B 120 CANAL ST SALEM MA 1970 33-01050 0 125 CANALSTREET CROSBY SALEM REALTY LU CIO CHRISTOPHER. 28MEADOWVIEWROA GEORGETOWI MA 1033 33-01040 0 127 CANALSTREET 127 CANAL STREET REALTY PO BOX 1074 WINCHESTER MA 01896804 33-0009.0 0 130 CANALSTREET GALLIEN DARLENE 3GERALD ROAD MARBLEHEAD MA 1945 33-0008.0 132 134 CANAL STREET 134 CANAL STREET REALTY PO BOX 104 WINCHESTER MA 018960414 33.00SSO 0 135 CANALSTREET 135 CANAL STREET RLTY TF VULAJ LUIGI TR 11 GREEN STREET DANVERS MA 1923 33-00850 0 141 CANALSTREET MORNEAU PAUL 3PLYMOUTH ST SALEM MA 1970 24.0141-0 142 REAR CANALSTREET MASS BAY TRANS RUTH PO BOX 845142 BOSTON MA 02284.5142 240211-0 142 RR CANALSTREET BOSTON&MAINE RR CIO GUILFORD TR 14 AVIATION AVENUE PORTSMOUTH NH 3001 33-00050 0 142 CANALSTREET 142 CANAL STREET NOM TR SNAKEBITE REALTY PO BOX 1074 WINCHESTER MA 1090 33-0084-0 0 143 CANALSTREET CANAL REALTY TRUST THE HOLTJER CORNELIS PO BOX 3127 PEABODY MA 1960 3340050 0 144 CANAL STREET 144 CANAL ST NOM RLTY TF CIO SNAKEBITE REI PO BOX 1074 WINCHESTER MA 019968474 3340015SO 0 145 CANALSTREET BEST PETROLEUM NET LEA CIO SUNOCO INC 1109 MILTON AVENUE SYRACUSE NY 13204 330003.0 0 150 CANALSTREET MCDONALDCORPORATION 010 CHARLES UETZ 150 CANAL STREET SALEM MA 1970 33.00380 0 151 CANAL STREET N&C REALTY TRUST LAGONAMS N.LINA 9 BRIDGE STREET SALEM MA 1970 340301-0 17 CANALSTREET BRITO REALTY LLC 50 BANKS TERRACE SWAMPSCOTT MA 1907 33-0757-0 201 CANALSTREET COCA REALTY TRUST COSTA NELSON GANA FE 201 CANAL STREET SALEM MA 1970 33-0011-0 0 203 CANALSTREET Z&M REALTY TRUST KANTOROSWSKI ZB NANTORO 42 BLODGETT AVENUE SWAMPSCOTT MA 1907 33-0001.0 0 206 CANALSTREET ENON ENTERPRISES INC CIO ALLIANCE ENEF ATTN:TN 36 EAST INDUSTRIAL R BRANFORD CT 6405 32,00540 212 CANAL STREET EL ASHKAR JILL F ELASHKAR EMAD M 212 CANAL STREET SALEM MA 1970 92.0053-0 218 CANAL STREET SMITH PAUL JR SMITH SUSAN 216 CANAL ST SALEM M13M 1970 3200520 210 CANALSTREET OUELLETTE OSCAR G WEITEL 218 CANAL ST SALEM MA 1970 32-0051-0 220 CANALSTREET WLOZ JOSE VELOZ FRANCISCA 220 CANAL STREET SALEM MA 019780283 32.00MO 222 CANALSTREET OIXEY HELENA DIXEY WILLIAM 222 CANAL ST SALEM MA 19)0 32.0048.0 224 24an CANAL STREET GOYETTE PAUL M GOYETTE ROSE 224 18 CANAL STREET SALEM MA 19)0 3240480 224 CANALSTREET KARPINSKI DONNA R 224 CANAL ST SALEM MA HIM 320124.0 225 CANALSTREET MASS COMMONWEALTH OF BOARD OF TRUSTEE SALEM MA 19)0 320047-0 226 CANALSTREET DUBE COLLETTE 226 CANAL ST SALEM MA 1970 32.0423-0 228 CANAL STREET MACKEY ELAINE M 230 CANAL STREET SALEM ARA 1970 9240039-0 250 254 CANAL STREET GARDNER MATTRESS CORF 254 CANAL ST SALEM MA - 1970 324030.0 259 CANALSTREET 259CANAL STREET TRUST WILSRNLLOYDIPRK 259 CANAL ST SALEM A0 1870 32-0032-0 280 CANALSTREET SALEM CITY OF 32-0062.0 285 CANALSTREET SALEM STATE COLLEGE AS: 121 LORING AVENUE SALEM MA 1970 320038-0 285 CANALSTREET 286 CANAL STREET TRUST-BERTINI ESTHER ET 206 CANAL ST SALEM MA 1970 3242370 267 CANALSTREET SALEM CITY OF 23-0144.0 262 REAR CANALSTREET ESTHER REALTY TRUST 2114 CANAL STREET SALEM MA 1970 32-00370 282 CANALSTREET ESTHER REALTY TRUST 284 CANAL ST SALEM MA 1970 32.0004-0 255 CANALSTREET SALEM STATE COLLEGE AS: 121 LORING AVENUE SALEM MA 1970 92-00360 285 CANAL STREET J A B TRUST BERTINI JOHN A TR 284 CANAL ST SALEM MA 1970 32,0033-0 290 CANALSTREET JEDS REALTY TRUST BORNSTEIN STEVEF ILEBLANC DRIVE PEABODY MA 1960 324031.0 292 CANALSTREET ESTHER REALW INC CIO DRUMLIN GROU NO LORING AVENUE SALEM MA 1970 34,008-0 4 CANALSTREET MO J REALTY TRUST BARBARO PAUL TR 100 CONIFER HILL OR E DANVERS MA 1923 34-02980 0 CANALSTREET SOUTH HARBOR HOLDINGS. P0BOX 029 SALEM AAA 1970 34-00860 51 CANALSTREET FIFTY-ONE CANAL STREET, 101 WELLESLEY STREI WESTON MA 2493 32-0088.0 63 24an CANAL STREET 5312 CANAL STREET RLTY PRICE PHILIP TR 5WARREN ROAD MARBLEHEAD" 1945 34-0087.0 53 CANALSTREET FIELDCOM REALTY TRUST ROSENFIELD ROBIV P0BOX 2307 WOBURN MA 018060507 34-00820 57 CANALSTREET NEW ENGLAND POWER CO ATT PROPERTY TAX 40SYLVAN ROAD WALTHAM MA 2451 IYOFSALE➢7 J4-0O850 65 CANALSTREET SOUTHERN NEW ENGLANDASSOOFSEVENTH 34 SAWYER STREET SOUTH IANCAMA t56t ASSCIITOFSOFFICE 33-0201.0 0 75 CANALSTREET SALCO It,INC 3TECHNOLOGY WAY SALEM MA 1970 350162-0 0 87 CANALSTREET PJR REALTY TRUST LCPES JULIEhOPEE 57MDONNA DRIVE SOUTH HAMIL MA 1982 I 3SOtSU 89 CANALSTREET CRIbT FRANCIS CRISTCATHLEEN IGERALD ROAD MARBLEHEAD MA 1845 SALEM,f5 ff ALL 3-0 3164.0 83 CANAL STREET SALEMS OLD FASHIONED C. PO BOX 309 SALEM MA 1970 SALEM q7Q 3101650 95 CANALSTREET SALEM OLD FASHIONED CA PO BOX 309 SALEM MA 1970 33-0146.0 97 CANALSTREET BROWNJAMES 97 CANAL STREET SALEM MA 1970 350144.0 0 99 CANALSTREET PETITMARK 7 REAR MARCH ST COL SALEM MA1970 33,01450 0 99 2-Jan CANAL STREET LASKOWSKI KAZIK LASKOWSKI ANNA 9018 CANAL ST SALEM MA 19)0 32.00650 70 LORING AVENUE BERTHA LCAPPUCCIO FAM TR DUDA NANCY E TR 6LANTHORN LANE BEVERLY MA 1915 320059.0 98 BROADWAY UMA PETRONIO LIMAGIOVANIA 98 BROADWAY SALEM MA 1970 ��4ppp 3200580 96 BROADWAY CORNELL REALTY TRUST IOOCUMMMINGSCENTI BEVERLY MA 1915 fav )� 3200430 90 BROADWAY SU ANNA 311 LOWER BAY ROAD SANSORNTON NH 3269 320044.0 88 BROADWAY SVANNA 211 LOW ER BAYgOAO SANRORNTON NN 3269 / �,p Dtr (�Isa s,t 1 s;n o 1 i V MILL/ST ' g s 1 E' r., , - /-,,< �� 1 CYPRESS ST LYME ST MI�/'r GARDNER ST NCOCK ST ROSCYN ST pp 1 ' f 6 AVE PIS I �%j/// h Yf/�. � �_r/I � � � ✓ i 1 Xz } `ail b.'NO S83 W E S � 5 i $ ®®® 8 ® B i 1 ' Attachment F - Agency Correspondence 1 1 1 1 1 1 1 1 1 1 ' ' 4 iDC TSP �esavci uP �2a 9 United States Department of the hiterioT ' FISH AND WILDLIFE SERVICE 9 • �-0pCH] hep New England Field Office ' 70 Commercial Street, Suite 300 Concord, NH 03301-5087 http://www.fws.gov/newengland ' REF: Canal St. Salem Rehabilitation Project August 16, 2010 MassDOT Project# 605146 ' Mr. Frank Tramontozzi, P.E., Chief Engineer MassDOT Highway Division ' 10 Park Plaza Boston, MA 02116 ATTN: Jeffrey Shrimpton Dear Mr. Tramontozzi: ' The U.S. Fish and Wildlife Service's (Service) New England Field Office has determined that individual review for specific types of projects associated with highway maintenance and upgrade activities is not required. These comments are submitted in accordance with provisions t of the Endangered Species Act (ESA) of 1973 (87 Stat. 884, as amended; 16 U.S.C. 1531 et Se9•)• ' Due to the high workload associated with responding to many individual requests for threatened and endangered species information, we are attempting to reduce the number of correspondences we conduct. We have evaluated our review process for highway maintenance actions and believe that individual correspondence with this office is not required for.the following types of actions on existing roadways: ' I. resurfacing projects; 2. intersection improvements, including the construction of traffic signals; ' 3. routine maintenance and installation of guard rails; 4. lighting improvements. ' In regard to other proposed highway actions along existing rights-of-way, your review of the list of threatened and endangered species locations in Vermont, New Hampshire, Rhode Island, Connecticut and Massachusetts (available on our website, see below) may confirm that no ' federally-listed, endangered or threatened, species are known to occur in the town or county where the project is proposed. If a listed species is present in the town or county where the project is proposed, further review of the information provided on our website may allow you to ' conclude that suitable habitat for the species will not be affected. For example, our experience demonstrates that there will be few, if any, highway projects that are likely to affect endangered 1 Mr.Frank Tramontozzi August 16,2010 ' roseate:terns, tJtreatened piping plovers, endangered Jesup's milk-vetch, or other such species found on islands, coastal beaches or in-riverine habitats. ' For projects that -meet-the .criteria described above, there is no need to contact this office for further project review. A copy of this letter should be retained in your file as the Service's ' determination that no listed species.are present, or that listed species in the general area will not be affected. This correspondence remains valid until January 1, 2011. Updated consultation letters and species lists are available on our website: ' (http://www.fws.gov/newengland/EndangeredS pec-Consultation.htm) Thank you for your cooperation, and please contact Mr. Anthony Tur of this office at 603-223- 2541 for further assistance. ' Sincerely yours^ i Thomas R. Chapman , Supervisor New England Field Office ' v MM61P� Salem Historical Commission ' 120 WASHINGTON STREET,SALEM,MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX(978)740-0404 ' August 5, 2010 ' Paul S. Carter, P.E. AECOM Technical Services, Inc. 300 Baker Avenue, Suite 290 ' Concord, MA 01749 RE: Improvements to Canal Street, Salem ' Dear Mr. Carter: ' The Salem Historical Commission has reviewed your letter of July 8, 2010 and the documentation included. ' Please be advised that the Commission has no comments to submit on the proposed work. ' Sincerely, Hannah Diozzi Chair ' Cc: David Knowlton 1 ' Attachment G — Stormwater Report ' Stormwater Report Attachment A: Stormwater Checklist and Illicit Discharge Compliance Statement Attachment B: Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan Attachment C: Post Construction Operation and Maintenance Plan 1 MWOM 1 i 1 1 1 Stormwater Report Canal Street Reconstruction Salem, Massachusetts 1 1 1 1 Prepared By: Brian A. M rs, P.E. 1 Reviewed B : Kathy Schaper, P.E. 1 i 1 1 ' AECOM Transportation 2 1.0 Stormwater Management 1.1 Site Description Canal Street is a 1.25 mile long Urban Arterial and one of the major gateway routes in and out of the City of Salem. ' The road is being rehabilitated to address an increase in traffic and safety concerns. The roadway is urban with sections of commercial, industrial and residential neighborhoods. Three MBTA bus ' routes as well as the Salem State Shuttle use the corridor. Many of the businesses have wide and poorly defined curb cuts. The roadway pavement is in poor condition with areas of severe cracking and settlement. Drainage issues are present in several locations and pedestrian activity along the corridor is heavy. Poorly defined sidewalks are present along a majority of the corridor and several sections are in disrepair. Adequate pedestrian ramps and ' access are not available in many locations. The improvements include reconstruction of the roadway pavement, curbing, and sidewalks.Wheelchair ramps ' and appropriate pedestrian crossings will be added to improve pedestrian safety. Additional streetscape and pedestrian improvements such as trees and ornamental lighting, and curb extensions will be incorporated. Pavement markings will be provided to define the parking areas to remain and provide for bicycle accommodation. Drainage improvements will be made, the roadway crown will be adjusted to provide a consistent cross slope, and ' repair of settled locations will be included. Access and egress for area businesses will be more clearly defined to improve safety for vehicles entering and exiting local businesses. Two traffic signals will be updated to improve operations. The runoff north of Broadway from the roadway and businesses along Canal Street and the properties between Canal Street and the Boston and Maine Railroad is collected in a closed storm drain system in Canal Street. The drainage system discharges into the South River Conduit. ' The South River Conduit conveys the river from Mill Pond, under the northern portion of Canal Street, north to Riley Plaza and New Derby Street, to Salem Harbor. The outfall consists of a sheet metal bulkhead located ' approximately 200 ft. east of the intersection of Lafayette Street and New Derby Street. Its construction is irregular with expanding and contracting sections. It is protected from tidal fluctuations entering the structure through two tide gates at the outfall. ' The runoff south of Broadway from the roadway and some businesses along Canal Street is collected in a closed storm drain system in Canal Street and Loring Avenue and discharged into the Rosies Pond Bypass where it outlets into the Forest River. ' The City of Salem just completed drainage, sewer and water improvements on Canal Street as part of a long term solution to prevent or reduce the severity of flooding in the low areas of the South River Watershed. These improvements included enlarging the existing stormwater collection system on Canal Street to protect from the 100-year flood. The next phase of the project is to build a storage facility under the O'Keefe Parking Lot after this project to reconstruct Canal Street is complete. The next phase includes installing proprietary systems upstream of the storage facility to treat for water quality. The drainage improvements proposed on this project are limited to replacements of existing structures or minor improvements to the system in coordination with the work that the City has already completed or is expecting to complete. L9workW692\PROMtonm ater Reporl\Canal Sl_SW_Report_NOI.docx October 2014 AECOM Transportation 3' 1.2 MassDEP Stormwater Policy Standards Compliance According to MassDEP's Checklist for Redevelopment Projects, a redevelopment is defined to include the , following: • "Maintenance and improvement of existing roadways, including widening less than a single lane, adding shoulders, correcting substandard intersections, improving existing drainage systems, and ' repaving;" • "Development rehabilitation, expansion and phased projects on previously developed sites, ' provided the redevelopment results in no net increase in impervious area; and" • "Remedial projects specifically designed to provide improved stormwater management, such as , projects to separate storm drains and sanitary sewers, and stormwater retrofit projects." The Canal Street Reconstruction Project will not increase or decrease the existing impervious cover. Since the ' project does not create any additional impervious cover and the project will improve existing stormwater management, the project qualifies as a redevelopment. The following section describes how the proposed stormwater management design addresses each of the , applicable standards. Since the project qualifies as a redevelopment, the project is required to meet standards 2, 3, 4, 5, and 6 only to the maximum extent practicable. Standard 1: No New Untreated Discharges—Fully Met The proposed redevelopment will not create any new untreated discharges. ' Runoff north of Broadway from Canal Street collects in the closed storm drain system then continues on into the South River Conduit. From there it travels to Salem Harbor where it is discharged. The runoff south of Broadway from the roadway and some businesses along Canal Street is collected in the closed storm drain system in Canal , Street and Loring Avenue and discharged into the Rosies Pond Bypass where it outlets into the Forest River. These discharge locations will not be changed as a result of this project. Standard 2: Peak Rate Attenuation —Met to the Maximum Extent Practicable ' Since the project is a redevelopment, peak rate attenuation needs to be met to the maximum extent practicable. However, pre-development and post-development peak runoff rates will remain relatively unchanged. Standard 3: Recharge—Met to the Maximum Extent Practicable ' There will be no increase in impervious area as a result of the proposed construction activities. As such, there will be no loss of annual recharge to groundwater and no recharge volume is required. ' Standard 4: Water Quality—Met to the Maximum Extent Practicable The Canal Street and stormwater improvements are considered a redevelopment of the site. As such, the design ' is only required to treat the water quality volume to the maximum extent practicable. The deep sump catch basins will provide removal of some TSS. The deep sump catch basins will treat runoff to the maximum extent practicable before discharging to Salem Harbor and will improve the existing stormwater management in the area. ' As part of a long term pollution prevention measure, landscaping and maintenance that reduces use of fertilizers, herbicides, and pesticides will be used whenever possible. , L W orM93692TROAStonnwater Report\Oanal St_SW_RepoN NOl docx October 2014 1 ' AECOM Transportation 4 Standard 5: Land Uses with Higher Potential Pollutant Loads— Not Applicable No Land Uses with Higher Potential Pollutant Loads(LUHPPL) exist in the project area. Standard 6: Critical Areas—Not Applicable ' No critical areas exist in the project area. Standard 7: Redevelopment—Fully Met The proposed construction activities qualify as a redevelopment and have been designed to conform to the standards described herein to the maximum extent practicable. ' Standard 8: Erosion and Sedimentation Controls—Fully Met A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan is attached with this report. See Appendix B. Standard 9: Operation and Maintenance Plan —Fully Met An Operation and Maintenance Plan is attached with this report. See Appendix C. Standard 10: Prohibition of Illicit Discharges—Fully Met ' There are no known illicit discharges from the project area. An illicit discharge compliance statement verifying that no illicit discharges exist on the site has been included with the stormwater checklist in Appendix A as part of the NOI process. it ' L9workW692%PROAStormwater RepoMCanal St_SW_Report_NOI doa October 2014 1 AECOM Transportation i 1 Attachment A ' Stormwater Checklist and Illicit Discharge Compliance Statement 1 1 1 1 1 1 1 1 1 C Usershyemb\Desktop\Canal St Stonnwater Repon Canal St_SW_Repod_NOI.dou October 2014 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program 1 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, ort(which hih hld t St e Stormwater e wcsouprovide more substantive and detailed information use only the tab thP P ) but is offered key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their tcursor-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 acertified 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 8Z • 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. swcheck.doc•04/01/08 Stormwater Report Checklist• Page 1 of 8 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program 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 soil evaluation, computations, Long-term Pollution , Prevention 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 � N'(%OF MgSS4c BRIAN A. yGm o MYERS CIVIL y No.48737 IST 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 ' swcheck.doc•04101108 Stormwater Report Checklist•Page 2 of 8 ' Massachusetts 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. swcheck.doc•04/01/08 Stormwater Report Checklist• Page 3 of 8 Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report 1 Checklist (continued) 1 Standard 2: Peak Rate Attenuation 1 ® 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 1 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 1 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. 1 Standard 3: Recharge ❑ Soil Analysis provided. 1 ❑ Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. 1 ❑ Sizing the infiltration, BMPs is based on the following method: Check the method used. 1 ❑ Static ❑ Simple Dynamic ❑ Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. 1 ❑ 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. 1 ❑ 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 1 ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 1 ❑ Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. 1 ❑ Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21 E 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. 1 swcheck.doc 04/01/08 Stormwater Report Checklist• Page 4 of 8 1 i Massachusetts Department of Environmental Protection i 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 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. swcheck.doc•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 1 Checklist (continued) ' Standard 4: Water Quality (continued) 1 ❑ The BMP is sized (and calculations provided) based on: ❑ The 'W or 1"Water Quality Volume or 1 ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. 1 ❑ 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 1 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. 1 Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP 1 has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. 1 it swcheck.doc•04/01/08 Stormwater Report Checklist•Page 6 of 8 1 i ' Massachusetts Department of Environmental Protection �^ Bureau of Resource Protection - Wetlands Program 1 � Checklist for Stormwater Report ' Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® 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 ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected ' from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ' ® Redevelopment Project ❑ Redevelopment portion of mix of new and redevelopment. ' ❑ 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: ' 0 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, ' 0 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; ' 0 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. swcheck.doc•04/01/08 Stormwater Report Checklist•Page 7 of 8 \ Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report 1 Checklist (continued) 1 Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) 1 ❑ 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 1 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. 1 ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. 1 ❑ 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 1 ® 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; 1 ® Party responsible for operation and maintenance; 1 ® Schedule for implementation of routine and non-routine maintenance tasks, ❑ Plan showing the location of all stormwater BMPs maintenance access areas; 1 ❑ Description and delineation of public safety features, ❑ Estimated operation and maintenance budget; and ' ❑ Operation and Maintenance Log Form. 1 ❑ 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) 1 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 1 BMP functions. Standard 10: Prohibition of Illicit Discharges ❑ The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; 1 ® An Illicit Discharge Compliance Statement is attached; 1 ❑ NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. 1 swcheck.doc•04/01108 Stormwater Report Checklist• Page 8 of 8 1 tIllicit Discharge Compliance Statement 1 Project: Canal Street Reconstruction Project Location: Salem, MA Compliance Statement: Based on review of available design information and discussions ' with project personnel, the project team is currently unaware of any illicit discharge to the existing storm drainage system that is present in the vicinity of project activities. Any illicit discharge identified during the work will be addressed. Illicit discharges are defined, ' by MassDEP Stormwater Standard 10. i 1 1 1 ' AECOM Transportation ' Attachment B Construction Period Pollution Prevention and Erosion and ' Sedimentation Control Plan 1 1 1 1 1 1 1 1 1 ' C\UsersW yemb\Desktop\Ca nal St Stoonwater RepoMCanel St_SW_Repot_NOI.docx Ocober 2014 1 � 1 II 1 Canal Street Reconstruction Project 1 1 Construction Period Pollution 1 Prevention and Erosion and 1 Sedimentation Control Plan 1 Prepared for: 1 City of Salem 1 1 Prepared by: 1 ' ' A coM 1 October 2014 1 1 1 1 ' AECOM Transportation Contents ' 1.0 Introduction.................................................................................................................. 1 ' 1.1 Site Description and Nature of Construction Activity...........:.......................:.....................1 1.2 Responsible Parties.......................................................................................................2 ' 2.0 Erosion and Sedimentation Control Practices During Construction......................... 2 2.1 Anticipated Construction and Waste Materials.................................................................2 ' 2.2 Pollution Prevention Measures.......................................................................................2 2.2.1 Erosion and Sedimentation Controls.................................................................2 2.2.2 Vegetation Maintenance...................................................................................3 2.2.3 Surface Stabilization.........................................................................................3 2.2.4 Dust Control.....................................................................................................3 t3.0 Schedule of Work......................................................................................................... 3 ' 4.0 Pre-Construction and Post-Construction Runoff....................................................... 3 ' 5.0 Construction Inspections/Maintenance and Post-Authorization Records.................3 ' List of Appendices Appendix A Drainage and Utility Plans (including erosion and sedimentation control) 1 1 ' L:\work\93692TROJ%Stoonwater RepoMCaml St CPPPESCP Oct14.dou October 2014 ' AECOM Transportation 1.0 Introduction This Construction Period Pollution Prevention and Erosion and Sedimentation Control ' Plan has been prepared in accordance with the guidelines provided in Volumes 1 and 2 of Mass DEP's January 2008 MA Stormwater Handbook and the 1997 Mass DEP document entitled "Erosion and Sediment Control Guidelines for Urban and Suburban Areas: A Guide for Planners, Designers, and Municipal Officials'. 1.1 Site Description and Nature of Construction Activity Canal Street is a 1.25 mile long Urban Arterial and one of the major gateway routes in and out of the City of Salem. The road is being rehabilitated to address an increase in traffic and safety concerns. ' The roadway is urban with sections of commercial, industrial and residential neighborhoods. Three MBTA bus routes as well as the Salem State Shuttle use the corridor. Many of the businesses have wide and poorly defined curb cuts. The roadway pavement is in poor condition with areas of severe cracking and settlement. Drainage issues are present in several locations and pedestrian activity along the corridor is heavy. Poorly defined sidewalks are present along a majority of the corridor and several sections ' are in disrepair. Adequate pedestrian ramps and access are not available in many locations. ' The improvements include reconstruction of the roadway pavement, curbing, and sidewalks. Wheelchair ramps and appropriate pedestrian crossings will be added to improve pedestrian safety. Additional streetscape and pedestrian improvements such as trees and ornamental lighting, and curb extensions will be incorporated. Pavement markings will be provided to define the parking areas to remain and provide for bicycle accommodation. Drainage improvements will be made, the roadway crown will be adjusted to provide a consistent cross slope, and repair of settled locations will be included. Access and egress for area businesses will be more clearly defined to improve safety for vehicles entering and exiting local businesses. Two traffic signals will be updated to improve operations. General construction safety procedures will be followed to prevent events which could result in spills, releases, or other environmental damage. During construction, work locations will be secured to prevent unauthorized entry and to protect existing and ' adjacent facilities and properties. Supplemental signs, construction barriers, etc. will be used as necessary to provide safety to construction workers and the general public during the construction process in accordance with OSHA and other applicable regulations. ' Waste material, debris, and trash will be cleaned from the work site at the end of each day and placed in trash barrels and/or dumpsters which will be disposed off-site. Dumping ' of spoil material, waste, or other debris into wetland resource areas and/or buffer zones will not be allowed during construction. ' Appendices AECOM Transportation 2 ' 1 1.2 Responsible Parties The construction of this project will be paid for through state and federal funds, therefore ' MassDOT will be responsible for construction monitoring with guidance from the City of Salem. MassDOT is the operator of the site that has operational control over construction plans and specifications. MassDOT, or a designated representative, will be responsible ' for general oversight of the project and will retain operational control over construction plans and specifications, including review of the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan and any amendments, inspection reports, ' corrective actions and changes to stormwater conveyance or control design. MassDOT or a designated representative, will participate, when possible, on self-inspections conducted by the contractor. ' The selected construction contractor will implement the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan and perform all construction activities at the site. The contractor will address stormwater over the entire site including , all areas disturbed by construction activities, areas used for materials storage, discharge points, and construction entrances/exits. 2.0 Erosion and Sedimentation Control Practices During ' Construction 2.1 Anticipated Construction and Waste Materials Construction and waste materials expected to be stored on-site during the construction ' period are: • Additional linear footage of filtering device, if needed (for erosion and ' sedimentation control) • Temporary excavated materials • Construction equipment 2.2 Pollution Prevention Measures Several measures will be in place to prevent the generation of pollutants or their dispersal ' into the sensitive resource areas located outside the site boundaries. 2.2.1 Erosion and Sedimentation Controls ' Erosion and sedimentation controls will be installed as necessary to minimize the potential for erosion and siltation impacts to down gradient wetland resource areas for ' project activities, including installation of erosion control devices around catch basins within the limits of work. These measures may include a protective barrier of straw bales and/or filter bags around the catch basin inlets or filter fabric installed beneath the grates. Catch basins may also be protected in areas outside the limit of work where construction , vehicles will frequently enter/exit the site. Water will be applied to exposed soils where necessary to control offsite dust emissions. Additional erosion control devices will be employed as site conditions dictate. Catch basins within the limits of work are shown in ' the Drainage and Utility Plans included in Appendix A. Appendices t AECOM Transportation g 2.2.2 Vegetation Maintenance ' Existing street trees will be removed as part of this project. During construction, once the tree is removed, adequate measures will be taken to make sure there is no erosion in the tree well by filling and compacting or covering the hole temporarily. ' 2.2.3 Surface Stabilization Disturbed surfaces will be stabilized using best management practices. During ' construction, disturbed surfaces will be stabilized as needed to reduce the potential for erosion and siltation to downgradient resource areas. 2.2.4 Dust Control If necessary, water trucks will be used to spray construction work areas to control dust. ' 3.0 Schedule of Work ' The proposed Canal Street Reconstruction Project work will be conducted over approximately a 27 month period (weather permitting) and is anticipated to commence in Spring 2015 (at the earliest). t4.0 Pre-Construction and Post-Construction Runoff ' The proposed work will occur within existing developed areas of Salem. No changes to runoff are anticipated to result from this project. Therefore, post-construction runoff is ' anticipated to be the same as current conditions. 5.0 Construction Inspections/Maintenance and Post- Authorization Records ' During the construction period, inspections of the filtering devices and general construction conditions at the site will be made at least once a week as well as within 24 ' hours of any storm event that produces site runoff. Any necessary repairs to erosion control devices will be made as soon as possible and before the next storm event whenever practicable to maintain stormwater protection goals on the site. ' Appendices ' AECOM Transportation 1 1 ' Appendix A tDrainage and Utility Plans (including erosion and sedimentation control) 1 1 1 1 1 Appendices - ' SALEM n HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS cANALSTREET NONE SEE BELOW NONE �, 0 1 qx l SMP FED NF xoi NO 102 5193 1 r .��S'r�V_q� ' ! PROJEGi NI O. 6051d6 -------"-�-- 'r- �_ I _' I � g Q � �� I •L DRAINAGE ANDU TY PLANS � 0� CJs-----+'__y`1 Sti � _^r ~ I f \� -J; giM—`s _ �i r )k� IT 67 Y19 ITTEI'T 'ITT Ell 1� " oRK _. T 1 0� J 'ri P I I� 1.v � I—yl\ `c-_�;.�,LIM �1+22�1D PROP ELECTRICAL CONDUIT JI L _J I\ .� REM UP (SEE LIGHTING,PLANS1(TYP) ��( ��- 'y l I i N i� �` 0 ��\ 30146188 - I 'i REETLIGHT& ese 3 - ELECTRICALPCtt90 T yr EicrvGP _Fo6 o nn �PsAIIL l '�" Ell _ q — _ lET °T �L ?w <=VS��K�5j J8 a: �� _ � �.��.).. � ;I -' ��N� I ., wail 6 • / �� IDT i .\� a Po P \k , C_A R PED v A I s� 'n REMUP, \R& ��1� F /xc LTF LET y LIGHT POLE ,au , m N : x' �(exD-TH�Rbj��`v �J1}. _' p TAN' T2 i B^ \ \ r LET rvO RBR HANDHOLE +� A a � 6 —_ 1vv� • �.��'PZa. .. 5� \J ® � \ I r \` N.. --- r _ I � / e¢ � � �`82 ADJ ADJ .I ADD l0 �=�— 6a .�� W �, r + _ir. \• � ADJFl FATT ° PT 2A 6 �.� c6rss n. 41352 �, =, E,J AD TREET UF \� ; WASE / { c r ' PRDPELECTRICAL FAR HANDHOLE � j , a• E 5. L�ti. ee —I v /E' \\ L i rEIT LIGHT a • • �� L _ —�� qpU/ FIT DAC\ ? r 6. R R&R RE/ t., OLE �\Spw, c A / � 'v �� •_/ L ADJ i WW - M-ADJ � ,r J a6 o.om wa�6 �E o_ . zvvy RIGATION A "\ r / ADD \ L = a SERWCELINE PEEP, IRfI y e • _1 — IT ElI I P Y- �w y' i 7K I^ab✓YWT�_ v.Ll 2ROPi1CCRP _ . F t - > 1-1N i ' \ NOTES.�� // � 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN HOR. SCALE IN FEET PROJECT LIMITS THAT ARE IN PAVEMENT. ' 3 0 20 50 100 FOR PROFILE: SEE SHEET NO. 38 , 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN PROJECT AREA THAT ARE IN UNPAVED AREAS. 1 ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS CANSALEM r AL STREET NONE SEE BELOW NONE ' 8 SMA o NFA 101 5193 y' PROJECT FILE NO. 605116 5 ' DRAINAGE AND UTILITY PLANS = s DI r+ •FflR UP REMODEL ',wf, - ��;_C�i oTHERsI " �li ...,1. < �e :r8J v r ��•y �— l Z O F � _ Cyt / 1 ) R6 .ME¢sl_ ro AOJ� —=��L H Iat' DU \' ��-- t �—L_�w __"'fes—�1� - � , �'^ PROP ELECTRICALCONDUIT ---_ i --Tv "— __C�—a _ — (SEE LIGHTING pLANS)4TVP) fi a920YE�a29� flip. �� —�� l B C4T —� rc 11e (BY OTHERS) .,.r ! 1 J r-—"-`tu. w ^^- O—RICAL TLIGHT B 6 P. • -Ty 6se p +..�.✓ �, ELECTRIC AL POL(I(TY »e LIGHTING PIANS)(I ti 'v DL I TAInw noJ ` ,T s / r�..6 �� /. , 1--0• P � —'Ce -= �•. 1A7. cs Nq �� _ _ �y F u [� BLF 12RCP DL -IT � ,a fico REM PED „°'� 2, �: / g � UP a."^ LIGHT POLE �ao-1 m12 ,. 4"/! _ d. PT'1a ra..B �3 -}5 (By-OTHERS), �� RBR HANDHO�\ T �� \ \�� \ \��E.� 6P\4iyw �� / i/ i - 6. \ L➢ \ r 9S N\3 0�.h "°ADJ 1 L \ \ \ 2B. s.l�_v y� 6a Je9 P A L eo,a T z � A.a V A, a \ 3 r �\ z �_ R&R HANDHOLE r�•� AOJ�V 0� ED, r _ DRAINAGE STRUCTURE DATA � ✓ �e RSPRED �/ LIGHT POLE r INV. EL. INV. EL. o NO. TYPE STATION RIM EL IN OUT REMARKS ` '' - ouHADJ ' © CIT 64+19 RT 16.92 7.58 7.58 ® CB 64+28 RT 10.89 — 7.65 \\\ PROP\\IRRIGATION NOIES. a 5....� HOR. SCALE IN FEET 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN O 20 50 100 FOR PROFILE: SEE SHEET NO.37 PROJECT LIMITS THAT ARE IN PAVEMENT. 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN PROJECT AREA THAT ARE IN UNPAVED AREAS. 1 ' SALEM ' HIGHWAY GUARD DRAINAGE DETAILS -WATER SUPPLY ALTERATIONS CANAL STREET NONE SEE BELOW NONEI x M. o NFA ,o0 5,sC ' aawecT VILE No. sodas ; v DRAINAGE AND UTILITY PLANS 5 ___ ❑—PROP ELECTRICAL CONDUIT -�_•__ • (SEE LIGHTING PIANS)_(TYP) --- PROP Y s � R48 PROP-BTREETLIGHTB 'Y X40 r35 a e,� ELECTRIWLPULLBOX(SEE oxo �_5 ( REMODEL • _ LIGHTING PIANS)`(TYP) _ F IN SJR 'F co 'u•i 1- �...:�. . I^ti„�^lu...v....�.y -IIS—=�T--�'�r�!0 ” L7 ij.'1' �1 Z OI ��=e —ELS .W uET� • I_ �� v - �i 6a C1 l li > Itel' �....�-.� (� E jo ,l TLAII ._�-- AM C _ _ IA 133LF 13 RCP �_60�" —�''�_�—� _ '.'w.,'. .RflP :v I �� —�.re :v R C_ AM EM J IREM�of ( DJ l — _— sre AN-1 -u. PT. .I ANDO I �ADd�r=s Inv=s � REM r , �� -� 1 x.a \ 4,1 AT _ 1 � � I ua I JN-AT Imo_—_. I I� ssu._ n sT REMOO / -'SADJ\ J ADJ a B T :1 Tau,T srT Y R u ¢cT A'Ae' d 1 so c oA eil,PA sl .� o. Es �I re REMODEL /� 1 �� NA �4 111 % C TY 0 0 fl �O 1\\ 1 —a +YVL. kms\ IPEET L'2 ��o I IAl I DRAINAGE STRUCTURE ATA F �l u\sr`_. I 1 \ \N ` t N0. TYP STATION INV. EL. Ip4V. EL. ti' I 3 RIM EL IN OUT REMARKS Oreo.so ';bA.,c _ �I - _ L� - \�� CB 59+04 LT 8.64 REBUILD EXIST CB \\�f \y ® CB " + T 8.63 — 6.05 _ ® CB 60+43 RT 9.03 ® DMH 60+44 RT 9.47 5.52 5.51 I y NOTES. - HOR. SCALE IN FEET 1, INSTALL SILT SACK TO ALL CATCH BASINS WITHIN 0 20 50 100 FOR PROFILE: SEE SHEET NO.36 PROJECT LIMITS THAT ARE IN ALL CATCH 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN PROJECT AREA THAT ARE IN UNPAVED AREAS. 1 HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS CANALSALEM _ STREET NONE SEE BELOW NONEA. l SMAS NIA 89 1 PROJECT FILE NO. 805108 DRAINAGE AND UTILITY PLANS a PE L» e ' 1 —4�....�—:...�ti...w... vwl. ..v..�.+r-.ti w�v J ` C E.1E5 — �YJ�1 \ \ `WJ\\ \ \ f _T��'—`--r-i''..�_,�'—T�' fir--- a_43 H 00 - na- R%RkfP _ REMJC9 -�U di® RY:OTHERG) T"_�t' — �--- z 84,7-nC O m _ ADJ r4. ... i�1 _r_ - _ \' z ��p--`----- --� Iso. ` \ rf `�—• 53 s.xnrN.i, sa� i 1' - ., -\ ADJ O= ��---i-- 023 E 5]9.90' '��_ I _ ! — �s�__. -\ \ l ( REMODEL —�-�.» --1N. 1 ��_ PI r9 `2- \.. s A— I ILI' - � >_E 3 25%3 NAL EET �P T REM cPp: -Parva / [ ., �� 1 �� p�0 hPROP STREETLIGHT& �� one v Com' star +s' ELECTRICAL PULLBOX(S EE 'r E -'---+,A. :— _ IreEE LIG HUNG PLANS)( _� l I� \ .+ 4 PRo � I I\ Al s y �I 1 - � ® _ r�J,: ' l ] ISIE-LGHT NGPLANS)(TY";P �_ y �/' JI I \\"y p(\j1I� l I Iti I. DJ�� ON nD-d \M - REMODEL r MIT OE I } Tl_ c REMODEL _ t w F uv E vax REMOt DEL MODEL �� REs IIALX A C�c{ 'X A 5L WPc 53.a I GP.vvEL� 5 Rat i MODEL ..AGFA. 0 rrspec SC" DL %i n/ DRAINAGE STRUCTURE DATA m m .. . ce REMODEL N0. TYPE STATION RIM EL. INV. EL. INV. ELIN OUT REMARKS _ ® CB 52+05 LT 10.60 - 4.85 uwt veF iico PVN e=ext I r I 0.9PP. Illl FACE 515 CB 53+50 LT 10.04 = - BOX CULVERT „„ P Il L01 Ere., ,,I o»e.. I ® CIT 54+06 RT 11.00 4'61 I "L o 1 I EXIST NOTES 41 CB 55+43 LT 9.69 - - BOX CULVERT 5.50 BUILD OVER NOR. SCALE IN FEET 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN - ® CB 56+94 RT 9.90 - EXIST 0 20 50 100 FOR PROFILE: SEE SHEET NO. 35 PROJECT LIMITS THAT ARE IN PAVEMENT. 2: INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN PROJECT AREA THAT ARE IN UNPAVED AREAS. a ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPY AlERATIONS - - SALEM L - CANALSTREET NONE SEE BELOW NONE MAE o NFARw 9B 5192 PROJECT FILE NO. 606196 3 DRAINAGE AND UTILITY PLANS 5 x 1 -- — --%F-'— -0ROP_ELECTRICAL C NO DUIT ` (SEELIGHTING----------- PLANS) -----_ Iia. 9 EETLIGHTS � PSTR -- �`� mv-1 74 �_•-1— � 4?-Ol REM CS ' O Z B I isP ` P=1 105—A -8CANAL SrotiTREE9=�E z -- - � •, eF IIII _ I¢. � 52 �v A \ WILL 12 \ \ REMODEL 1- ' 2666 A IIIJ \ J ��Y\�\ JJ > K \ WIC 1vv 4 O 0.1 1 3a aiC=ti: I AAll LISP EIEC ' 5E9 EP'FEN` «PRO[ (SEE ll�2111" ro REMODELI REMODEL "I DRAINAGE STRUCTURE DATA \ m Ey INV. EL. INV. EL. s \ N0. TYPE STATION RIM EL IN OUT REMARKS a .a �` V^ Cn a. a: a„ "I 2 _ ® CB 48+17 RT 10.12 - 5.70 ' ® CB 48+17 LT 10.12 - 6.89 I \\ \ \ \\I m rrl ® CIT 48+51 RT 10.72 5.55555 CUT INTO EXIST. C9 \,-'- -�1��.��\�y ' EXIST. CONSTRUCT MANHOLE ® DMH 49+02 LT 10.06 6.05 6.04 OVER EXIST PIPE NQS: ® CB 50+20 LT 10.40 — 5.86 1. INSTALL SILT SACK TO ALL CATCH RESINS WITHIN HDR. SCALE IN FEET PROJECT LIMITS THAT ARE IN PAVEMENT. ' ' ® CB 52+05 LT 10.60 — 4.85 0 20 50 100 . 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN e FOR PROFILE: SEE SHEET NO.34 PROJECT AREA THAT ARE IN UNPAVED AREAS. C� SALEM 7 ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS CANAL STREET 2. NONE SEE BELOW NONE A STATI 3 O NFP 9] 5 MA19 PROJECT FILE ND, BOs,ae 3 ' DRAINAGE AND UTILITY PLANS S ADJ -__ _ -_ R _ ADJ - -_-T- LLQ_ -- CIS I 9 A `ICA- R&R UP -A--✓_ r (BY OTHERS) ny E ' REM CB - 43 -- -- ` rv� 4 � l� xe,6PT PFes ADJ APlANAL — EET R ,» -- —_ 1 I y nDOJy 2y Q 3h500 + AD ADJ �- x _^=as zo; _ PROP STREETDG - ADJ_ — - £ o, '� .�.. e�/ ., ELECTRICAL PUCLSOX _ti ra ErT. T w T+r�4 1p ��' 1" ��z i - �. I pro.. �I�1 -� - O` \ �,•----- '--r. -- o x Z .y ^¢1 l { (SEE LIGHTING PlAN5) ecR -oJw= -cam_ L• A --�� U In HW v (fYP) vE. w I 1 A u E �� II REMODEL .5 a , �,C�� t I( IrI 5 s..R� T.+s� I e REMODEL �— Ih CT 1 )�� = ��x .,� I �E �� . .v E 3 R wRE MODEL cL Iq \p ON ELECTRICAL \ REMODEL [. +^ I I V hI 1 1 CV AAy IA.A VAy NDUIT SEE FR n� \\\'11 F\.II 1l il' _f91La I LYS LI HT ING PLANS)(TYp) I Jih s ,�\ �o FEEP�.eS ,` .�.9,. I z \1 I 3 S a II\\ \�I I Y o f SIE9.T - 9 I I s tixLRC \Vl 1111*6%PA9 1 ITIT P _ REMODEL F° i wM_,.,, ..,smcvi7 c'llEI me _ sEo_a o.aow:s3>.cE sa ADJ � I > i14- I I ��. I B:� : FERMY - d .. - _ �. a„> 196 E 50yn5.tN RE.. i.: c J IINV.l 0.. a - �_�� y ra SF.Lo C. `T I S[ER.L 5:C5)'vJ_5 P?fd 5i I ( p'W JF -.6 C . a 13 3 U SE9.0.3J, E1 •� M r _ I � SI EExSEE, 9 a V. r— ' � � \ 1 31 REMODEL rn ,15r3 3 DRAINAGE STRUCTURE DATA NO. TYPE STATION INV. EL. INV. EL. aR CN RIM EL. IN OUT REMARKS Er SOF c. 5: 3� CIT 42+46 LT 9.98 — — RIVER COVER NUTH DUIT _ .1° rs: z NOTES 31 CB 44+33 LT -10.15 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN 3� CB 46+17 LT 9.41 5.96 PROJECT LIMITS THAT ARE IN PAVEMENT. 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN HOR. SCALE IN FEET ' a PROJECT AREA THAT ARE IN UNPAVED AREAS. 0 20 50 100 FOR PROFILE'. SEE SHEET NO.33 ' 1 t ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS SALEM CANAL STREET NONE SEE BELOW NONE AD xMA o pav NFP 'A19 PROJECT FILE NO. 605118 \\IDRAINAGE AND UTILITY PLANS L F I I11� I p U P Ot EQI. l� 1 GVI E I e \ T '� F ADJ D — o l �lNEP-.� i ADI fl v-D EL C_ I - _ .➢JFF E Sc \ vvV A a \ op REMODEL R EFR -b •a Z n 0.MEEDP 1- \ oAN C] Q01 A A= li ADJ 4 �J X Fw satyr i nN A B 11 R 1-,1111 - A;NARL �F � � _ s.eD,", D" c 1-e,ill V \ � PROP ELECTR'0 CONDUIT (SEE LIGHTING P�LANEI(TYP) d _ \ t e �\ )T I'CLsn -\ \ \ bo T.. �1-. o �� ..� 1 "1 \ ail• .' � PaoP STREE y' S� ELECTRICAL x A � "/ �`F I_ Al gSEE LIGHTIA II REM STEELPLATf:, NO RAISE `�jT1'A)— yy \RIM=7,08 TE AND RAISE AIMT FRAMEBGRATE 4 yRADE WITH FRAMER COVER 1e., 0un REM STEEELPATEAND RAISE -tea__TOGRADEVv1TH FRAMEBGRATERIM=7.63eaADJ ' B21PROP STREETLIGHT 8ELECTRICAL PULL80X(SEE �-' � r LIGHTING PUNS)mPl t 11 \ I lei -W x I � x i Elul o c:= \, Es'PopTI 1 �a —ADJ �_ o= e�-td667 SSGI � qF u � I 591£15 H W i y LSa O N C L�� ililol 5101. ADAIIinv IIAN A-0 V REM STEELPLATE AND RAISE N`2 d I V 1 R TOG O CE CDkpTH FRAME 8 GRATE AD=7,49 B LINE I NT- I n I E E a- � FRIM=]49 R o,DI i y \ ' • 1 an OSE 0 �� I I 5 \I I L \ I �. J l G6 j 5 \I I 1FCx= ' IQE EPI DAIN )M1 nC�EUNTpREx y . . .. \ llol� 51ol. � � , ,:5IN,oil, REMODE4 DRAINl2',G'E,oSTRIAG i`URE DATA re «T ..b ic,9 .,:. Pry L s i 2,4 tOPH"u] E, INV. EL INV. EL ?\ DAP DDIA -.NO-aT -dd'pE STATION RIM EL. IN OUT REMARKS SED.4ADWK E ifE i:i I 8 I _ (E3.XIST.) a an. I ,�R r CIT 38+94 RT 6.38 EXIST. I� \ \\\Yl' 3.a5(CB-zt) a.as(ce-19) I\ I c o F v.EF NOTESI ' ' © CIT 39+06 LT 112 7.73 .8o(CR-131 SODMH-n6 ��\.� s En..9 �rvu I. 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN CB 40+43 RT 7.82 PROJECT LIMITS THAT ARE IN PAVEMENT. _ ® EXIST 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN ' _ CIT 41+60 RT 9.41 - - HOR. SCALE IN FEET PROJECT.AREA THAT ARE IN UNPAVED AREAS. ® EXIST. EXIST. 0 20 50 100 FOR PROFILE: SEE SHEET NO.32 ® CIT 42+46 LT 9.98 RIVERR CO DUIT SALEM HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS _ CANALSTREET NONE SEE BELOW SEE BELOW SMA NFA 85 6r91 PROJECT FILE NO. 605146 DRAINAGE AND UTILITY PLANS z 1 V A A os 6 REM STEEL PLATE AND RAISE s All TI-111111 TO GRADE HATH FRAME BCOVER T.11 IN ... E U � r a 6 . RIM2 e E4.x v F E E'.. s F FOPGY" AQI \ P .0�F V - 19 1 c'JP 1 1\ II INT_FT C L' , r, ( 6Jarvlr VT (r RTL- o ( l' ADJ ADJ qDJ*� '.a,6 L .e Hl—,) (D F !� Cr - 0kf ALI ADJ �[ 6v I x.n(w.6..ry i �o ( _= .I �� _ ... R CC �� K Pto �I �'s tl ryFAIN � \V� ADJ I fie P6 V � REM STEEL IIATEAND RAISE V A 1 \ E f1 L _ _ \� 1 TOGRADE WIT IFRAME SCOVER 1' ��r:ns I ADJ _ \ RIM ]OB ADU ADAD— l 1 =.o: � ADJ ; AN .N - O i--€ �I ADJ— �! uJ(wu 1 mr lY o.w Nn1 w , Io.w _ ry AOJ i� IFm6 a; TTO, II �-- �I _ µ .wc I 1 I !S V erv'a.. I Y I REM PLUG TO DMH-17 - — S I nrva4- — z h i r _ —ISI\ ,I II �EAT k ce :y. n __ _--___—— — e ,C7 At 1 1 llw .i- -Nc I za = _ —_ _ — 001 QI I pm 4 Z F -. Z W —" M O S �. J 1 _ _ _ C N L STREET LIF OUT 1-14 - X PROPELECTRICA .'ROUII' "' 1 ,�' • V (SEE L'IGHT�ING PLANS�{TYP}v e" !� (— \' sal / I I OJ\ 1 e REMODEL I c6 5 Ai _ I` PROP STIREETLIGJIT& I� I\ y _ 5 18R HY6RANT I rca-o1 / ELEOTRICgE PULIBOX(GEE 1� / B�1' 4 L ' REMODEL miN EI j LIGHTING PUNG)(TYP) a r ® 'T,our �a et Pu.. —UP / gk (BY OTHERS)/ W �� V 1�6ir. alr. 1 J1Y� 1 ��11 AREM PWG TOCB] '� A IIa V �1 fis F:et s 1 ��j \—� F11.1 N _ _ > a:o �� —�A )�) REMODEL _ / nom 6`DIIPIPE s�1, �VAVVAA� m'. e34 1��`g� �0 It F. _ AT / ..hD(.xm -Y N 1 A a� 1 E lAlH REMODE - V h.. REMODEL (o ADJ \\\\ 666 A REM STEEL Q PROP�WO u - 1 _ awv l.o_a A�T 'ITT--"'- oty .ADJ R MGE]t E WITHBIT v s1a -1 \ � ATO GRAD P HTF\ m o a fiv ADJ AND RAISE CC a c ° ee(.a 1 EM-STE E AND RAISE J RAMEBCOVER L 10 i e \I r r < a I �2 u, rze ' n `r c C FRAME BGRATE, c \ S 111 ADJ a I att'. ADJ TO CURB UNE 11 L RI M=S 1 BEAT P[ REMODEL (TI 3 s... OJT-111-117 61 ADJ B 1� \ r en ELyy� 'R L_-1 _ G — ze I \ REMODEL s E '1 ' \ IINVo 1 A� [ �. inAI ( I� JJ(jam.} �aI E fi E I I e 1 1 Sh -s) �DJ i9 .1—��a ADJBL I rvt.curIll _ _ w fin IN, u cone-61 I NOTES. 1. INSTALL''SILT SACK TO ALL CATCH BASINS WITHIN FOR. SCALE IN FEET PROJECT LIMITS THAT ARE IN PAVEMENT. ' [ - O 20 50 100 FOR PROFILE: SEE SHEET NO.31 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN PROJECT AREA THAT ARE IN UNPAVED AREAS. I SALEM s HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS cANALLEREET NONE SEE BELOW NONE SMA NFA H 5'G, PROJECT FILE NO, 60511E DRAINAGE AND UTILITY PLANS = MAI 11 IT Pi ji II, A' LMI aR;. ADJ vaI m .n a rP ADJ F� .aL I\ - Ao I \\ e5\ sow c o f o z III';, E _ A IAM F ADJ PJ N �I —i ADJ I II,� A�J\\ PLlIQ l 11 ITs. c D AM II EMEIF 11 1-111, 5 )I V I I�"° �ii II II E _ � I t'\ tc ..5.E��4 A P ,E 6' J -_ 1 I fe1.IH bl I I I t ( 5 \ 6AtEA=U 3E aWiS I �iC,. 1 I I N I X L 0.:. T.. I� I� b REM BTEEL�PLATE AND RAISE I�I IIS 11 I I 1 r E } sa+r rn� Jnn TOGRADEVOTHIFRAME86RATE IT� �, �. I II II� "N ABANDON \I kIM-583 1BLF-24"RCP S I I1, I I II �I i.,, II E� ou ,V A AR&RCURB I I I Y IEME%IST CB ... I 4LF12"RCP s V m VA \�� p1 - - ^"y, CONN ECT EXIST PILES `Y�— Em(BY°OTHERS) 1 y III I 294LF-12"RCP ° -C.�p.ry :11 -e� ] nCON EXIST CB J- J 29LF 241RGP '�S I J - 1° ^✓r h REM EXIST PIPE � - IV CONNECT R&R CURB II II 2 > R&R UP 1 I-I ��\�\,1-ABNNO A_ APPROX LOCATION OF IN PLACE BURIED DMH 6 (BV OTHERS) II �� .cE 2LF 12 RCP I. R&R UP �ss 4LF-12 RCP © II -I1E��1 I II�°I I o ADJ : 1 I� REMODEL c°° �� I Ri UP R&R UP A �(BY orOTHERS) (BV OTHERS) °-� —�f--° �Ji,iVE4 \UFe.Ee4 F , 1 ADJ PL E83I1 cF �DJ © I ry�410J 111 � J W Y. v`• Y ^ O� 6L ° Z, -� U--PC-x0®&2° b Ofi PT 4985 ADJ," : 9BSfy, +1b~8�.6E si^Awe P1 Y32J p O s OPT 28x i. '" 5b 9B N 2s 91.�i,Es ab fib - i -00 _ z z ~ P131"48c - -- - p - PI 1529— PI 2y5Bs� B --$-- 3 I N 2 13 52�W PDJ ZOw PROP EIFc cniourt coN � Y . ADJ-71 ] f� F_ I(BY OTHERSJ_° I i I I1 \ , _ 1 ( ir.I �\ % �\ J\ I (SEE'LIGHTING PLANS} YP),' r E 1 �} PROP STREETLIGHT Sip e f-� 11 �ELECTRICAL PUELBOX'(SEE x t 6rt / I I ., I I LIGHTING PLANS)(TVP) v o I�� I�1P arosr I 1. ® y ADJ T I l\ ,EM'_ _ ifi F-12'RCP II T \ I s D PIT E 1 III= IIIIL I 11I ,\F,�' �� .N,.� IT 1 p _., z :r;,E. {1 I �I l ITITY f E o %1 ADJ ] AM A� �� I ADJ Ea E L N \ s o I 1 s e or,n9ELe 'AM o E.. o so+al I I I I n � /A E,_6�y <I rI i II' Il m. �°er ' a EI REM STEEL PIATE AND RAISE 1 P.' yp A DRAINAGE;STRUCTURE TA ZI ° " I' I 1I� I' I➢1 1I I� II A V A A y-" 1 I �i yr o..(ENx-O TO GRADE IMTH FRAME&COVER I I�I II ,L I N0. I RIM=6.4] 1 1 II I 1 0 'S z c_it INV. EL. I V. EL. �e L - vl \ TYPE STATION \ fn L RIM EL IN •OUT REMARKS\ \ I I iR �� (s AD s_� 6- © CB 28+93 LT T3,%3 .85 �� i o, JL o - 1 1� �b Ev 4.AW (Tl I 1 E ® CONSTR OVER o DMH 28+9D� LT _ j446,EE 1.80 .80 Exlsr PIPE y 11 c -R I C I1 S ° J. >a .,oor= roN., e1 ® CB 29+22 LT AI A Ill 4.50 1.76 1.76 N`1 I Mu 21 1 to m3� -u`�s oD� _ c.6. 6.vcs ca c Jaz-ws o I ® MH 30+27 L 3b— 2"48 2" 8 EXISTCONSP ovER Fez N = EXIST PIPE o. i II I I tt�r ® B 30+24 LT 420 — L C -- ' - ® B 30+34 LT 5.02 1.21 1.2 I II I NOTES 30+56 1 DMH 30+56 LT 5.40 1.12 1.12 CUT INTO EXIST. DMH 1. INSTALL SILT SACK T ALL CATCH BASINS WITHIN ® CIT 30+72 RT 5.95 2.49 2.49 CUT INTO EXIST. CB 0 20 FOR. SCASLOE IN FEET 100 PROJECT UMNS THAT ARE IN PAVEMENT. ' - - FOR PROFILE: SEE SHEET NO.30 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN ® CB 30+76 RT 5.55 2.57 PROJECT AREA THAT ARE IN UNPAVED AREAS. 1 ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLCAN Y ALTERATIONS SALEM = AL STREET NONE SEE BELOW NONE AID NAOJ NO SMA o NFA 93 51P1rz PROJECTFILENO. fi0510fi DRAINAGE AND UTILITY PLANS s E =.c ac�41e cR o =E T a Toll c I E V - W c ett ._. V 1 � REMODEL 11 INIAL ITNEEI 22 �11 TA 3E 0 C ✓5 H4 �'i -�fa, Gf \' I x� e E .E. I.�ETTE NFA l 4\ \ \I E fl0 E3: 9'0 0 = I C I 0 L I AD`IT 1 \ \� _ C..O. IELT„ jtl 11��>\ \y I , Eo r F ea. ,tee GED NI a {ice_ 1C cv .maw. CAC IVF \ �\ \—T IL� J\]i y I ikTA i t 4ALS L1 000._ R ^ I f` \ PP♦ 0�6 atFb REMODEL A l MET V o 0 -E 30J I V IF IT N \ of REM EXIST PIPE \\ r I \1111 L t y I " 2 BUR EOXDMH LOCATION OF �I E.,—\\`� I y I II ' �I 1 \� I \ � �, 'I Y \ ' 1 \`\yI� I4,jI PROP ELECTRICALCONDUIT 1^\ A_ \I 1 _ W 4 \ �InV \\�1 T ��\ \� n J\ \ wrreE rrr Ps-REMODEL � I 1 1� 1 Jy, --�Iy h • 1 ELECTRICAL PULLBOX(SEE. 'F( y �s= l C \ •\y 1 - �\ f I y I�\z�i aiT. �I (BY OTHERS) u3INc Pu'Nsl mea 1e �o .,tet vY..35 �yL1l <s nly.,rw�„ `tl k I-1 $ IF r 5 2 \ Z .. u^ '� \ e'en ADJ I O m 71N OZir_t�-E 1,,.�Vk {i —=��ADJ �w0 ,Turn �� 0A6' -58 Z]— NO°31' Z� w ADJ N-0-3}2 -6L F w afu. 4AL o� d v\ 1��STREET— �N 41 — -- _ 192)QIIF 1 �F F f e.mafic DJ r -�. . ^'^"` SS> vRe I-II MTT x /= p _ - ` -- s AE. =cvE C ® 13LP 12 RCP •^^ F 11 r 5 E 1 1 DTI o.'aFe1 _ TE ll �f 0 INOTE m o Lh'� ,a..�[ 5 �i II L-cr N1 Xu....t 5� I VF J p II pOl� TILI.01 L'J`'" t� ql A xmx 1� Wn5- F, 'o a. y��A ..� ADJ I x N \ A TFA ert- • I I F ��I �IF ADJ A \�\ o oa ADJj\ ��l =v '1111-.dnH ADJ ^V FLLe xL nvv v.ar.c.i i5T=Bi II N �. — 5 Y IFi - / PIT n. �� Sc.P 33 LO i..PaG]J 'flE 4: RS e . L J 11 n I NC DRAINAGE STRUCTURE DATA :F;�r . TYPE STATION INV. EL. INV. EL. NO. _ RIM EL IN OUT REMARKS _ © GI 21+35 RT 15.46 - 12.75 �� I © CIT 21+52 RT 16.05 12.62 EXIST. CUT INTO EXIs T�IcB - zl \\ NOTES: 1 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN 1 HOR. SCALE IN FEETPROJECT LIMITS THAT ARE IN PAVEMENT. 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN - e - O 20 50 100 FOR PROFILE: SEE SHEET NO.29 PROJECT'AREA THAT ARE IN UNPAVED AREAS. I ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLSALEM CANY ALTERATIONS - AL STREET = NONE SEE BELOW NONE o N- 93 519]n t� PROJECT FILE NO. 695148 3 — DRAINAGE AND UTILITY PLANS<X - 8 Il 11 ITEIIEL 7 LL IT n I p I d . �.� o, E L 9.neo ° m.,.Rs d s / / J+� SE6 rerz ss III ✓ ✓ o�P d� 1 EET �, ^E _ 11 Tc �,n, o scus / \\ ZT 0. b / / LEE p I E :REMODEL ✓ ✓ qvv �O `EE 0 ;0 .RESE 5/� \ \ Cf E ^�\YI Pg P 1 CORP �< 1 AOJ ve e it -¢ROP 1 �RRIGATfON" \\ \ F EL n \4263SERVICE LINE ✓ z rm ✓ 1 �-�[ ��1 ✓V �� \ � or. -� E ✓,�En ^;Simt��`t L< (� ,..6 ✓� ��I�, rl rfi 1 I _ dd \El- � 1➢Ia EA901i.'�AD �--� l cIm uYWTJ NAL ETEEIT ✓ � �� S 1 _, 21 \ . -7—r-97,-1N_ 9 z O Z O / " A0 T PI 07 £ 16 oCANAL STREET = , mNww 12 R zIT — - — o. OU UI IT eC =. .aE REM4DE ..:—_r�— \ ✓umvr�'_ :_-E — \k x "t \`� TJy i�� t .✓ s` f;� 1 E v 13LF 12 RCPI� ,✓ o' � �.)� ? El 'll P�*`3 PROP ELECTRICAL CONDUIT/ /i I^N g ✓ _ \\ � /' - I� /, (SEE LIGHTING PLANS))ITYP) ' +,," \ sir PROTRICAL TLIOHTB / T ELECTRIOALPLLBOX(6EE � r LIGHTING PLANS)(TYR)IT— ..5.26._ �, PIT T"LED \Ell EL LET 11 III.I-Ell�IFELE ry \\ \�� ✓` .`°ate'" 8 9� �� 'V� DRAINAGE STRUCTURE DATA seoR .61-P<,.E 11, 1 ,A INV. EL INV. EL. c x ,n N0. \TYPE STATION RIM EL. IN OUT REMARKS NII_II', +�' .,:TE.:E<cE 3=T \ \ ® GI 21+35 RT . 15.46 12.75T2 62 _ CIT 21+52 RT 16.05 12.62 (EXIST. CUT INTO EXIST. CB '£PLM Or o SEPF ,Ell' "E'+� / NOTES. 1- 1. INSTALL SILT SACK TO ALL CATCH BASINS WITHIN PROJECT LIMITS THAT ARE IN PAVEMENT. HOP SCALE IN FEET 2. INSTALL HAY BALES AROUND ALL CATCH BASINS WITHIN - - 0 20 50 100 FOR PROFILE: SEE SHEET N0.28 PROJECT AREA THAT ARE IN UNPAVED AREAS. Ci. SALEM g ' HIGHWAY GUARD DRAINAGE DETAILS WATER SUPPLY ALTERATIONS _ CANALSTREET NONE SEE BELOW NONE SMA NIA o BI S192rz PROJECT FILE N. 6051<6 ' DRAINAGE AND UTILITY PLANS - L a C I JJ �, III 3rl LIT Z' S, rE A.RIS B @ 5 E F IiP� / PlkmL 11 �/ �- \ \' Fme ,R N I rx. �Y pTI1POP 2..POST TUBES \' 3-11 o �, PROP 9TfjEETIJGHT& �\ �/ ELECTRICAL PULLeoxfs�e':' �J y v Ii DGHTWsPANSY$�r%� /CANATREET�' / BS �I PROP ELECTRICALPONDUIT /� 0' �i VSA ,(SEE LIGHTIN (Tx G l .Pa.� oY Es "1 6\6T_ ., �. 9T. 11 { � /- Irli y-ADJ _ ^ L _AD7� z w 14 16 1� Z F ZO 41 NI°4T2A^'ADJ, ��»-- 1 O rn w, - W 369 fi0' 1 I / 9 �'--•Z -- / _ IT r PI..5.24 0 °—tet - Y/ mS6L i ° r pI N/ �— 5LF-12' - v l • —�1 / IDCF iii RCP E vp..F„rvl Ill,Mpg � c \�\ PEMODEL �f 4 01 \ \ C J �/ i✓L�F Y \ Y CJREtiE \a .-� DRAINAGE,57R TURE DATA t- V^� .E - eINV. EL. INV. EL• c b Z-7 ��prU. TYPE 5 TION RIM EL. 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SCALE IN FEET ? sEO Ro.ecox ,io1 PAGE za DEEALY M.IB TA a BmEA \ / 0 20 so loo FOR PROFILE: SEE SHEET NO.25 \ / 1 1 1 1 Attachment A - Project Description 1 1 ' 1.0 INTRODUCTION Canal Street is a 1.25 mile long Urban Arterial and one of the major gateway routes in and out of the City of Salem, Massachusetts (Attachment B). The road is being reconstructed to address an ' increase in traffic and safety concerns. The Canal Street roadway passes through sections of commercial, industrial and urban residential neighborhoods. Three MBTA bus routes as well as ' the Salem State Shuttle use the corridor. Many of the businesses in this location have wide and poorly defined curb cuts. The roadway pavement is in poor condition with areas of severe cracking and settlement. Drainage issues are present in several locations and pedestrian activity ' along the corridor is heavy. Poorly defined sidewalks are present along a majority of the corridor and several sections are in disrepair. Adequate pedestrian ramps and access are not available in ' many locations. ' This Notice of Intent is being submitted as required under the Massachusetts Wetlands Protection Act(M.G.L., c. 131, s. 40), its implementing Regulations (310 CMR 10.00), and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50 since portions of the project limits of ' work are located within Land Subject to Coastal Storm Flowage (LSCSF) as defined at 310 CMR 10.04. No other wetland resource areas or Buffer Zones are present within the project limits of 1 work. All of the proposed work is located within previously developed areas. ' The proposed project is eligible to be treated as a Limited Project under 310 CMR 10.24 (7)(c)(1): Maintenance and improvement of existing public roadways. ' 2.0 PROPOSED ACTIVITIES ' The proposed Canal Street improvements include reconstruction of the roadway pavement, curbing, and sidewalks (Attachment C). Wheelchair ramps and appropriate pedestrian crossings will be added to improve pedestrian safety. Additional streetscape and pedestrian improvements such as trees and ornamental lighting, and curb extensions will be incorporated. Pavement markings will be provided to define the parking areas to remain and provide for bicycle ' accommodation. Drainage improvements will be made, the roadway crown will be adjusted to provide a consistent cross slope, and repair of settled locations will be included. Access issues with area businesses will be more clearly defined to improve safety for vehicles entering and ' exiting local businesses. Two traffic signals will also be updated to improve operations. A-1 ' 4.0 SUMMARY OF IMPACTS The total area of the project within the limits of work is approximately 524,000 square feet (12.02 acres). Of this total limit of work, approximately 273,200 square feet (6.27 acres)are located ' within LSCSF. As indicated above, compensatory flood storage is not required for work within LSCSF. In addition, all of the proposed work will occur in previously developed areas and no ' wetland resource areas or Buffer Zones will be impacted. No net increase in impervious area will be created by the project and the project has been designed to meet the MassDEP Stormwater ' Management Standards. As indicated above, the proposed project is eligible to be treated as a Limited Project under 310 CMR 10.24 (7)(c)(1): Maintenance and improvement of existing public ' roadways. 5.0 MINIMIZATION OF ADVERSE IMPACTS The runoff north of Broadway from the roadway and businesses along Canal Street and the properties between Canal Street and the Boston and Maine Railroad is collected in a closed storm drain system in Canal Street. The drainage system discharges into the South River ' Conduit. The runoff south of Broadway from the roadway and some businesses along Canal Street is collected in a closed storm drain system in Canal Street and Loring Avenue and ' discharged into the Rosie's Pond Bypass. As a result, catch basins and other locations will be protected as necessary through the use of filter fabric, silt sacks, straw bales, compost filter tubes, etc. to inhibit sediment from entering into the collection system. Trees will be protected, where necessary, via fencing and/or wooden cladding. Please see Attachment C for further details. Dumping of spoils material, waste, or other debris into wetland resource areas and/or ' buffer zones will not be allowed. 6.0 CONCLUSION As indicated above, Canal Street is one of the major gateway routes in and out of the City of ' Salem. The roadway pavement is in poor condition, many of the businesses have wide and poorly defined curb cuts, sidewalks are in disrepair and are poorly defined in many locations, ' adequate pedestrian ramps and access are not available in many locations, and drainage issues exist in several locations. The proposed project will correct these issues and result in an ' improved environment for pedestrians and motorists. The only resource area within the project footprint is Land Subject to Coastal Storm Flowage. In addition, no wetlands or Buffer Zones will be impacted for this project. NOI Status Sheet Address: Cjgt . DEP #: Application Type: N� ` Date Submitted: Contact Name: �� , .„�{�r n \ Phone: q 7� GW q Proposed activity: (2"-�t�t.� 'Ir-'prtuev-AC'S Application Complete -Correct Fee Received .Abutters List Requested -Rtceived Z1 Ad Sent legal Ad Confirmed -Online ed to Agenda Agenda to Applicant Agent Comments to Commission DEP Comments Hearing Opened: Continued: -Site Visit: Abutters Notice Confirmed emit Sent to Applicant and DEP ^TConfirmation of Delivery `expiration date added to calendar 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: H:\CON COMMWdministrative\project status sheet\NOI status sheet 2012-12-27.doc SALEM CANAL STREET yR d KEY PIAN&LOPING LOCATIONS A __ _ __ '\ v Vv�,Awyvwv vvv vvv� I \ VA ��VA \'v \ AIAAVAvA \. A A iRE4\VAAV wvI Ii I IA ~\Vvv\.,A yV A�A Av 'V A, vA V�VA VA V I v \ v v, L-- -_v------------------�.A\ -_ A I m KEY PLAN PLAN TYPE 0 CBNSMUCZCN PLAN -00-""TER.AWNUE PROf1LE ® CANAL STREET PREFlLE ® CURB BE A CRATING PLANS ® TRATTc PLAN$ 00 DRAINAGE k UTILITY PLANS [] UCNTNG PLANS [00] UNOSCAPING PLANS F IN REr 250 SC635 1250