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64-544 - 297 BRIDGE STREET - CONSERVATION COMMISSIONV 1a� Pc-•44'1,�S lob r CITY OF SALEM CONSERVATION COMMISSION June 17, 2014 Mayor Kimberley Driscoll 93 Washington Street Salem, MA 01970 Re: Certificate of Compliance—DEP #64-544-297 Bridge Street (former Universal Steel) Mayor Driscoll: Enclosed, please find the certificate of compliance for the above-referenced project. This document must be recorded at the South Essex County Registry of Deeds (Shetland Park, 45 Congress Street, Suite 4100 Salem, MA). Once recorded, please return a copy of page 3 of the certificate, which will indicate to the Commission that the document has been recorded. If you have any further questions, please feel free to contact me at 978-619-5685. Sincerely, Tom D-e'vme Conservation Agent/ Staff Planner Enclosure CC: DEP Northeast Regional Office r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 64-544 Provided by DEP A. Project Information Important: When filling out 1. This Certificate of Compliance is issued to: forms on the computer, use City Salem only the tab key Name to move your cursor-do not 93 Washington Street use the return Mailing Address key. Salem MA 01970 City/Town State Zip Code 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: City of Salem °dO Name 9/17/2012 Dated 64-544 - DEP File Number 3. The project site is located at: 297 Bridge Street Salem Street Address Cltylrown 62 635 Assessors Map/Plat Number Parcel/Lot Number the fina l Order of Condition was recorded at the Registry of Deeds for: City of Salem Property Owner(d different) South Essex 31796 479 County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: 5/16/2014 Date wpafrmBb.doc•rev.5/29114 WPA Farm BB.Certificate of Complian,Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 ea eaa Provided by DEP B. Certification Check all that apply: Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ❑ Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: C. Authorization Issued by: Salem Conservation Commission Daf of Is ante This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office (See htt ://www.mass. ov/eea/a encies/masT/about6cAontactslfi ssdereaional-office-for-your-city-or-town html �I a r,s: ✓y ~ wpafrmBb.doc•rev.5129114 WPA Form 59,Certificate of Compliance•Page 2 of 3 t Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 sa-5aa Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. Ta ---------- --------- --------------------------------------------------------------------------- Conservation Commission Please be advised that the Certificate of Compliance 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 on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpatrmftdcc•rev.5/29114 WPA Form 8B,Cedifcale or Compliance•Page 3 of 3 coniorr� CITY OF SALEM SIO CONSERVATION COMMIS R�,Mme � N September 17, 2012 Mayor Kimberley Driscoll 93 Washington Street Salem, MA 01970 Re: Order of Conditions—DEP #64-544 297 Bridge Street (former Universal Steel) Parking Lot Mayor Driscoll: Enclosed, please find the Order of Conditions for the above-referenced project. Following the 10-business-day appeal period, this document and the attached Special Conditions must be recorded at the Southern Essex County Registry of Deeds (Shetland Park, 45 Congress Street, Suite 4100 Salem, MA). 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 shall be displayed showing DEP File# 64-544 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 978-619-5685. Sincerely, Tom evine Conservation Agent/ Staff Planner Enclosure CC: Weston & Sampson DEP Northeast Regional Office w30 f T, Attachment to Order of Conch6ons # 64-544 l *a:,m Fs Page 1 of 6 's I SALEM CONSERVATION COMMISSION DEP FILE #64-544 297-305 Bridge Street (former Universal Steel) City of Salem, Massachusetts ADDITIONAL FINDINGS&SPECIAL CONDITIONS Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (October 1, 2008) from Natural Heritage & Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This order is issued under the Massachusetts Wetlands Protection Act,M.G.L. Chapter 131, Section 40 and the City of Salem Wetlands Protection and Conservation Ordinance,Salem Code Chapter 50. This order permits the constriction of a parking lot and associated drainage structures per Notice of Intent submitted to the Conservation Commission on September 4, 2012. Because it is located within an area mapped as Zone A on a July 3, 2012 FEMA Flood Insurance Rate Map and no base flood elevation has been established, the entire project is presumed to be within bordering land subject to flooding. The parking facility is to be constructed subsequent to the United States Environmental Protection Agency Removal Program's site remediation, which is not subject to the e Massachusetts Wetlands Protection tection Act r Chapter 50. the Salem p Because site grading Code g g resulting from the EPA's remediation is yet to be determined, the applicant is required to submit a final parking lot grading plan to the conservation commission prior to start of construction so that the commission can verify that no bordering land subject to flooding has been filled without providing compensatory flood storage. GENERAL CONDITIONS I• This Order of Conditions must be recorded in its entirety(including all 6 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 and Conservation 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. } "1 Attachment to Order of Conditions # 64-544 Page 2 of 6 4. Prior to any work commencing on site, a DEP Sign showing DEP File#64-544 must be installed at the entrance to the site and seen from the public way, but not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)business day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order, the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers, or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter I31, 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. 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. 2IA 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. if. 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 neces sary. 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: P 1 ' .y�1=1,{£/, ` Attachment to Order of Conditions # 64-544 ' 4�4 ab. Page 3 of 6 Final Approved Plans Former Universal Steel & Trading Company Conceptual Parking Layout (2 sheets) (Title) 8/15/2012 (Dated) Duane C. Himes (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 Proiect Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 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. PRIOR TO CONSTRUCTION 17. 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. 18. 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. 19. 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. 20. There shall be sufficient erosion control devices stored under cover on the site to be used for emergency erosion control purposes. EROSION CONTROL o !t£ Attachment to Order of Couditions # 64-544 np< Page 4of6 E F 21. 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. 22. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 24, The area of construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 26. 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 growin g vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer than two(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 28. 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. 29. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 30. 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. 31. 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. 32. 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. 33. Immediately following drainage structure installation all inlets shall be protected by silt fence, haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 34. There shall be no pumping of water from wetland resource areas. 35. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 36. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. s - " Attachment to Order of Conditions # 64-544 J° Page 5 of 6 37. 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 21 A, section 16. AFTER CONSTRUCTION 38. 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: (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; 39. When issued, the Certificate of Compliance must be recorded at the Southern Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 40. 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. 41. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized their removal. ADDITIONAL CONDITIONS 42. Prior to start of constriction, a final grading plan must be submitted to the commission in order to verify that no bordering land subject to flooding will be filled. 43. Prior to start of constriction, a certificate of compliance must be obtained for the outstanding order of conditions for this property, DEP#64-541. 44. In order to survive possible inundation of tidal waters from the North River, trees planted onsite shall be salt-tolerant species. 4P £ Attachment to Order of Conditions # 64-544 t a� Page 6 of 6 Y 45. Trees planted onsite shall be a minimum 3.5" caliper, per City of Salem subdivision regulations. 46. Applicant shall consult with City of Salem Engineering and Public Works departments to ensure that catch basins are constructed to City of Salem specifications. Massachusetts Department of Environmental Protection Provided by MassOEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction N Salem A. General Information City/Town Please note: Salem this form has 1. From: been modified Conservation Commission with added 2. This issuance is for space to a.®Order of Conditions b. Amended Order of Conditions accommodate (check one): ❑ the Registry of Deeds 3. To: Applicant: Requirements Kimberley Driscoll Important: a. First Name b. Last Name When filling City of Salem out forms c.Organization on the 93 Washington Street computer, use only the d Mailing Address tab key to Salem move your e.City/Town f�State 01970 cursor-do g.Zip Code not use the 4, Property Owner(if different from applicant): return key. r� a. First Name b. Last Name c.Organization linen d. Mailing Address e. City/Town f.State g.Zip Code 5. Project Location: 297-305 Bridge Street Salem a.Street Address b.City/Town 62 635 c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: 42d31m22.9s 70d54m3.15s d. Latitude e. Longitude wpafarm5do , rev.o5igi2oio Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 — Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction N Salem Citylrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Southern Essex a.County b.Certificate Number(if registered land) 12612 69 c.Book d. Page 9/4/2012 9/13/2012 9/17/2012 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed c. Date of Issuance s. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Former Universal Steel &Trading Company Conceptual Parking Lot Layout sheets 1 2 a. Plan Title Weston & Sampson Duane C. Himes b. Prepared By c.Signed and Stamped by 8/15/2012 1"=20' d. Final Revision Date e.Scale I.Additional Plan or Document Title g.Date B. Findings 1. 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. ❑ Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpaform5.doc• rev.05 1 912 010 Paget of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 - Order of Conditions MassDEP FIIe# 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. linear feet b. linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b,square feet c.square feet d.square feet 6. ❑ Land under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e c/y dredged f.Wy dredged 7. ® Bordering Land 53000 53000 Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet t,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 s ❑ Riverfront Area r„Q�� fc,r b.total sq.feet Sq It within 100 ft V.square feet roar f.square feet Sq It between 100- 200 ft h. square feet j.square feet wpaform5.doc• rev.06M 92010 Page 3 of 12 i s i Massachusetts Department of Environmental Protection Provided by MassDEP: �^ Bureau of Resource Protection - Wetlands 64-544 \�\ WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem B. Findings (cont.) City/Town Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement to. El Designated Port Areas Indicate size under Land Under the Ocean, below tf. ❑ LandUnderthe Ocean a.square feet b.square feet c.ay dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below ia. ❑ Coastal Beaches cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 14. ❑ Coastal Dunes cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 15. El Coastal Banks a.linear feet b.linear(feet fs. El Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 1a. El Land Under Salt Ponds a.square feet b.square feet c.-dredged d.c/y dredged ts. ❑ 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.c/y dredged b.c/y dredged zf. El Land Subject to Coastal Storm a.square feet b.square feet Flowage wpaform5.dac• rev.05/192010 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 — Order of Conditions MassDEPFIIe# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem B. Findings (cont.) City/Town #22.If the Project is for z2. ❑ Restoration/Enhancement*: 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 entered in C. General Conditions Under Massachusetts Wetlands Protection Act Section B.5.c (Bvw)or (S The following conditions are only applicable to Approved projects. B.1 zc(Salt 9 y pp ' Marsh please )enterer 1. Failure to comply with all conditions stated herein, and with all related statutes and other the additional regulatory measures, shall be deemed cause to revoke or modify this Order. 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 9/17/2015 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. wpaforms,dw, rev.o5iio2oio Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Citylrown i C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"(or, "MassDEP"] "File Number 64-544 " 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. wpaformS.doc• rev.OS/19/2010 Page 6 0112 t Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 - Order of Conditions MassDEP File N Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction k Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cunt.) 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project') Is(t)® Is not(2)❑subject to the Massachusetts Stormwater Standards. If the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; 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. wpaform5.dw- rev.05/19/2010 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 \I� WPA Form 5 - Order of Conditions MessDEP File N Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction p Salem City/T 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 0&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.aoc• rev.05 1 912010 Page 8 of 12 i Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 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.) 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): i wpaform5.doc• rev-M19/2010 Page 9 of 12 4 prp Ei 'C I Massachusetts Department of Environmental Protection Provided by MassDEP: �^ Bureau of Resource Protection - Wetlands 64-544 \�\ WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance I. 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: Wetland Protection and 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 v+palorm5.doc• rev.05/192010 Page 10 of 12 I Massachusetts Department of Environmental Protection Provided by MaSSDEP: Bureau of Resource Protection - Wetlands 64-1 WPA Form 5 - Order of Conditions Ma4sSDEP ii�„- Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Salem E. Sig Citylrown - natures , Important: This Order is valid for three years, unless otherwise specified as a special When filling out forms on the condition pursuant to General Conditions#4,from the date of issuance. 7. D e of Is uanc�j� computer, use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to move your kcursor-do not The Order must be mailed by certified mail (return receipt requ and delivered to e.the return the applicant. A copy must be mailed, hand delivered or file electronica y at the same y time with the appropriate ro riate MassDEP Regional Office. Sig s: r� C by hand delivery on ❑ by certified mail, return receipt requested,on Date 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 Actor regulations, the Department has no appellate jurisdiction. wpa5s1gs.do , rev.02/25/2010 Page A of L L Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-544 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem G. Recording Information City/Town 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. --------------------------------------------I-------------------I------------------------------- To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 297-305 Bridge Street 64-544 Project Location MassOEP File Number Has been recorded at the Registry of Deeds of: Southern Essex 12612 69 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 w0aform5.tloc• rev.OS iwoio Page 12 of 12 1 1 1 1 ORIGINAL 1 1 1 1 Notice of Intent 1 Former Universal Steel Site Rehabilitation 297-305 Bridge Street 1 Paving Project 1 September 2012 1 Submitted to: Salem Conservation Commission 1 Salem City Hall Annex 120 Washington Street Salem, MA 01970 1 Proponent: City of Salem 1 Prepared by: Weston & Sampson 1 Westmtaampson 1 Five Centennial Drive Peabody, MA 01960-7985 www.westonandsampson.com Tel: 978-532-1900 1 Fax: 978-977-0100 Westo�ampson� Weston&Sampson Engineers,Inc. Five Centennial Drive Peabody,Massachusetts 01960-7985 www.westonandsamoson.com Tel:(978)532-1900 Fax:(978)977-0100 Innovative Solutions since 1899`9 DATE JOB NO. TO: September 4, 2012 2120408A City Of Salem ATTENTION: Tom Devine Conservation Commission RE: City Hall Annex NO] Submittal—US Steel Site Paving Project 120 Washington Street Salem, MA 01970 WE ARE SENDING YOU: r Shop Drawings r Attached r Plans r Samples r Change Order fv Prints r Copy of Letter r Specifications I— Other: r Under separate cover via: COPIES DATE NO. DESCRIPTION 8 August 2012 Notice of Intent—Former Universal Steel Site Paving Project THESE ARE TRANSMITTED AS CHECKED BELOW: r For approval r Approved as submitted r Resubmit copies for approval r,—/ For your use r Approved as noted f— Submit copies for distribution r For review and comment r As requested r Return corrected prints r FOR BIDS DUE r Prints returned after loan to us r Returned for corrections r Other REMARKS: COPY TO: SIGNED: If enclosures are not as noted,kindly notify us at once. ' Five Centennial Drive Peabody,MA 01960-7985 tel:978-532-1900 fax:978-977-0100 ' www.westonandsampson.com planning,permitting, w g design,c mtri edwpnnent westoloampsone operation,meinlenancR tles Nbuild.8 vi menr City of Salem WSE Project No. 2120408.A ' September 4, 2012 Salem Conservation Commission ' City Hall Annex 120 Washington Street Salem, MA 01970 tRe: New NOI Filing Former Universal Steel Property Paving Project ' Dear Member of the Commission: ' On behalf of the City of Salem, Weston& Sampson is hereby enclosing 8 (eight) copies of the Notice of Intent, including applicable Plans and Specifications, to fulfill the requirements of the Massachusetts Wetlands Protection Act, M.G.L. Chapter 131, Section 40. This submittal is a formal Notice of Intent ' for paving work at the former Universal Steel site paving project, located at 297-305 Bridge Street. As part of the filing, we have attached the following: Appendix A: Project Description Appendix B: Stormwater Report ' Appendix C: Project Maps Appendix D: Project Plans and Details Appendix E: Contract Specification Appendix F: Abutters List Appendix G: Affidavit of Service Appendix H: Wetlands Delineation Memo If you have any questions regarding this submittal, please contact me at (978) 532-1900. Very truly yours, ' W^(E�ST�ON & SAMPSON 9Vt?.C% James Currier, P.E. Project Manager 1 ' Massachusetts Connecticut Rhode Island New Hampshire Maine Vermont New York New Jersey Pennsylvania Florida Peabody(Hot Rocky Hill Coventry Portsmouth York Waterbury Poughkeepsie Cinnaminson Pottstown Fort Myers Foxborough Edison Sarasota Woburn ' Bourne Chatham South Yarmouth When it's essential...its weston&sampsonz ' Enter your transmittal number 0X252581�a. au t �n0trannitt l NUMbar Your unique Transmittal Number can be accessed online: http://mass.gov/deii/service/online/trasmfrm.shtml Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment ' 1. Please type or A. Permit Information print.A separate ' Transmittal Form WPA Form 3 wetlands must be completed 1.Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category for each permit paving project application. 3.Type of Project or Activity ' 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth of Massachusetts City of Salem ' and mail it with a 1.Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: DEP,P.O. Box 4062, Boston,MA 2.Last Name of Individual 3. Frost Name of Individual 4.MI ' 02211, 93 Washington Street 5.Street Address 3. Three copies of Salem MA 01970 978-745-9595 this form will be 6.City/rown 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Kimberley Driscoll mayor@salem.com Copy 1-the 11.Contact Person 12.e-mail address(optional) original must accompany your ' permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your former Universal Steel site fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be 297-305 Bridge Street retained for your 2.Street Address records Salem MA 01970 4. Both fee-paying 3.City/town 4.State 5.Zip Code 6.Telephone# 7.Ext.# ' and exempt applicants must 8. DEP Facility Number(if Known) 9.Federal I.D. Number(if Known) 10. BWSC Tracking#(if Known) mail a copy of this transmittal form to. D. Application Prepared by (if different from Section B)* ' P P.O.Box 4062 Weston &Sampson P.O.Bo Boston,MA 1. Name of Firm Or Individual 02211 5 Centennial Drive ' 2.Address Peabody MA 01960 978-977-0110 2226 •Note: 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits,enter the LS lames Currier ' P. 8.Contact Person 9. LSP Number(BWSC Permits only) E. Permit - Project Coordination ' 1. Is this project subject to MEPA review? ❑ yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: ' EOEA File Number F. Amount Due DEP Use Only Special Provisions: ' 1. ® Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Pemitt No: There are no fee exemptions for BWSC permits, regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). t4. ❑ Homeowner(according to 310 CMR 4.02). Reviewer., Check Number Dollar Amount Date ' tr-formw.doc-rev. 1/07 Page 1 of 1 ' 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/Town Whenfilling out Important: A. General Information When ' fors 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 297-305 Bridge Street Salem 01970 ' do not use the return e ret urn a.Street Address b.City/Town c.Zip Code use th key. Latitude and Longitude: 42 deg 31' 22.9" N 70 deg 54' 3.15"W d. Latitude e. Longitude ' Q 26 635 f.Assessors Map/Plat Number g. Parcel/Lot Number 2. Applicant: ' Kimberley Driscoll a. First Name b. Last Name Note: City of Salem ' Before c.Organization completing this for consult 93 Washington Stree 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 mayor@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 c.Organization ' d.Street Address e.City/Town f.State g.Zip Code ' h. Phone Number i. Fax Number j.Email address 4. Representative (if any): ' James Currier a. First Name b. Last Name Weston & Sampson c.Company 5 Centennial Drive d. Street Address ' Peabody MA 01960 e.City/Town f.State g.Zip Code 978-977-0110 978-573-4012 currierj@wseinc.com ' h.Phone Number i.Fax Number j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): exempt exempt exempt ' a.Total Fee Paid b.State Fee Paid c.City/rown Fee Paid wpafor3.doc•rev. 11/16/09 Page 1 of 8 (' 9� � � s ' Massachusetts Department of Environmental Protection Provided by MassoEP ' Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 — Notice of Intent r` Document Transaction Number: Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town A. General Information (continued) ' 6. General Project Description: paving project ' 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: ' 2. Limited Project 8. Property recorded at the Registry of Deeds for: Essex a. County b. Certificate#(if registered land) 12612 69 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. tResource Area Size of Proposed Alteration Proposed Replacement(if any) For all projects affecting other Resource Areas, a. ❑ Bank 0 1. linear feet 2. linear feet please attach a b. ElBordering Vegetated 0 narrative explaining how Wetland 1.square feet 2.square feet the resource 0 area was c. ❑ Land Under 1.square feet 2.square feet delineated. Waterbodies and 0 Waterways 3.cubic yards dredged ' wpaform3.doc•rev. 11/16/09 Page 2 of 8 ' 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 Cityrrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (corl ' Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ® Bordering Land 53,000 53,000 Subject to Flooding 1.square feet 2.square feet 0 3.cubic feet of flood storage lost 4.cubic feet replaced ' e. ❑ Isolated Land 0 Subject to Flooding 1.square feet 0 2.cubic feet of flood storage lost 3.cubic feet replaced not applicable f. ElRiverfront Area 1.Name of Waterway(if available) ' 2. Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only t ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects ' 3. 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 NO]? ❑ 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. 11/16/09 Page 3 of 8 ' Massachusetts Department of Environmental Protection Provided by MassDEP t Bureau of Resource Protection -Wetlands Ma55DeP File Number WPA Form 3 — Notice of Intent Document Transaction Number€ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem CityrTown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement (if any) ' f. ❑ Coastal Banks I. linear feet g. ❑ Rocky Intertidal Shores 1.square feel ' h. ❑ Salt Marshes 1.square feet 2.sq ft restoration, rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged j. ❑ 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, t above 1.cubic yards dredged ' I. ❑ Land Subject to 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 Act/Wetlands 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)?To view habitat maps, see the Massachusetts ' Natural Heritage Atlas or go to http://www.mass.00v/dfwele/dfw/nhesp/requlatory review/priority habitatlonline viewer.htm. a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of N01 to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 2008 Route 135, North Drive ' b. Date of map Westborough, MA 01581 ' wpaform3.doc•rev. 11/16/09 Page 4 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP ry ' Bureau of Resource Protection -Wetlands MassDEP File Number, ,, WPA Form 3 — Notice of Intent 1"t;Document Transaction Number m ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Sale mrt Cityrrown 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, MESAIWetlands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent (NOI); OR complete Section C.1.d, 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 t (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 & bufferzone) ' (b) ❑ Photographs representative of the site (c)❑ MESA filing fee(fee information available at: http://www.mass.gov/dfwele/dfw/nhesD/regulatory review/mesa/mesa fee schedule.htm). ' 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 (a)❑ 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.gov/dfwele/dfw/nhesD/regulatory review/mesa/mesa exemptions.htm; ' 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.qov/dfwele/dfw/nhesp/nhesi).htm, regulatory review tab). 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. 11/16/09 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 Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 DocumentTransactionNumber- 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. E 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. El Yes E 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 E 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 E No ' 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. E 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. E 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. 11/16/09 Page 6 of 8 1 Massachusetts Department of Environmental Protection Provided by MassDEP 1 Bureau of Resource Protection - Wetlands MaasDEP File Number WPA Form 3 - Notice of Intent gcu Document Transaction Number'. 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Sal e,e,m CitylTown C. Other Applicable Standards and Requirements (cont'd) 1 2. ❑ Emergency road repair 3. ❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or 1 equal to 4 units in multi-family housing project) with no discharge to Critical Areas. D. Additional Information 1 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 1 following information you submit to the Department. 1. 0 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. 1 (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 1 the boundaries of each affected resource area. 3. ® Identify the method for BVW and other resource area boundary delineations (MassDEP BVW 1 Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 1 4. ® List the titles and dates for all plans and other materials submitted with this NOI. Conceptual Parking Layout a. Plan Title 1 Rick Spurr Duane Himes b. Prepared By c.Signed and Stamped by August 7, 2012 V = 20' d.Final Revision Date e. Scale 1 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 1 listed on this form. 6. ❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 1 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. 0 Attach NOI Wetland Fee Transmittal Form 9. Attach Stormwater Report, if needed. 1 ® P � 1 1 wp aform3.doc•rev. 11/16/09 Page 7 of 8 I Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 — Notice of Intent ' Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 Salemnt7ransacnon Number Salem City/Town E. Fees. ' 1. ® Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. ' Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 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 project location. ,( 1. Signature of App scant 2. Dat ' 3. Signature of Property Owner(if different) - 4. Date 5. nature of Representative(if any) 6. Date 1 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. 11/16/09 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 297-305 Bridge Street Salem cursor-do not a.Street Address b.Cityrrown ' use the return key. exempt exempt c.Check number d. Fee amount *ORm 2. Applicant Mailing Address: ' Kimberley Driscoll �^ a. First Name b.Last Name t City of Salem c.Organization 93 Washington Street d.Mailing Address ' Salem MA 01970 e.City/Town f.State g.Zip Code 978-745-9595 mayor@salem.com ' h. Phone Number I.Fax Number j.Email Address 3. Property Owner(if different): a. First Name b. Last Name c.Organization ' d.Mailing Address ' e.Cityfrown f.State g.Zip Code h. Phone Number i.Fax Number j.Email Address ' To calculate B. Fees filing 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). Ste 2/Number of Activities: Identify the number of each p fy type of activity. Step 3/Individual 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 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6IFee 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. ' noifeeff.doo•Welland Fee Transmittal Form•rev.10117/11 Page 1 of 2 ' 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 ' B. Fees (continued) Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity of Activities 3/Individual Fee Activity Fee ' exempt exempt 1 1 ' Step 5/Total Project Fee: exempt Step 6/Fee Payments: ' Total Project Fee: exempt a.Total Fee from Step 5 State share of filing Fee: exempt b. 112 Total Fee less$12.50 City/Town share of filling Fee: exempt 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.) ' no'deetf.dcc•Welland Fee Transmittal Form•rev.10M7111 Page 2 of 2 i .� � f 1 j 4{ hl. +�y4rt9} lk �. y�' �v .} �"# F �-3''��,�.r�s� ate,��'rii.;�` �,Rt�c.3 ��S,�n`�` �`?. CCU ��.r" lJ U Q� `�``� /� � O O o � O O O o, �� 'r 0.��1 n O o © '��a.. [] CJ O O o o �' ��' O O �7 0 O O O o o �.�-�— --,_ G �.� O . O �' � � �, [1 �� [I Il '�� v ;� ; a Q � �, a � o � QIl� � � � D o p � \ 0 0 0 0 � � v a Project Description Background The Site (abandoned former Universal Steel property located at 297-305 Bridge Street in Salem) is currently in the process of being remediated by the United States Environmental Protection Agency (USEPA). As part of the remediation process, a cap is required. The City of Salem will use 4" of pavement to cap this Site. Because the Site requires paving (as a cap to the remediation site), the City is proposing to use the Site as a parking lot. The proposed plan calls for virtually the entire 1.2-acre parcel to be paved, with the exception of vegetated plantings and stormwater structures. The City of Salem is in the process of constructing a parking garage to accommodate the need for additional parking associated with the Bridge Street MBTA station. As a short-term accommodation while the parking garage is under construction, the City of Salem is proposing to turn the Site into a temporary parking lot. Before work for this paving project begins, the USEPA will prepare the site for the paving effort, including the removal of all vegetation and debris from the site, re-grading site, and excavating site in preparation for infiltration trenches and deep sump catch basins. The Site currently has no stormwater management devices on site. The proposed parking lot will incorporate infiltration trenches, deep sump catch basins, and vegetation to improve stormwater quality and reduce storm water flow on the site. These measures will improve stormwater conditions on site. The site is located within the 100 year flood plain associated with the North River. With the exception of the flood plain, no other resources will be impacted. Work Description Before the start of this paving project, the remediation work will have been completed by the USEPA. The EPA will prepare the site for paving, including removal of vegetation and debris (concrete pads, various materials), grading the site, and earthwork associated with the preparation of infiltration trenches and catch basins at the site. Prior to the paving effort, silt fences and straw bales will be placed as noted in the site plans (see Appendix D). Environmental protection measures will include dust control to ensure that generation of on-site dust during site preparation and paving effort will be minimized. Wet suppression shall be used to provide temporary control of dust. At a minimum, wet suppression shall be applied to any debris, excavated material, aggregate piles, and exposed soils and dirt, if on site. Dust suppression wetting agents shall be water soluble, non-toxic, non-reactive, non-volatile, and non- foaming. See Specification 01562 — DUST CONTROL, in Appendix E, for additional information on dust control. Only after the environmental protection measures are in place will the paving efforts commence. Erosion control measures, including the use of silt fences, straw bales and catch basin protection, will be implemented to mitigate sediment migration outside the limits of work. Infiltration trenches and deep sump catch basins will be constructed on site to help with improve stormwater quality and reduce stormwater flow at the Site (see Appendix D for location and detail). These have been designed to capture sheet flow and provide infiltration for stormwater runoff. Once the infiltration trenches are in place, the site will be paved. A gravel sub-base will be placed on the Site, followed by four (4) inches of bituminous pavement. An in-depth paving specification is located in Appendix E. Timber railings will be installed around all infiltration trenches. Environmental Impacts There is a small, isolated wetland outside the southern border of the site. Because this is an isolated wetland, it does not fall under the protection of the Wetlands Protection Act or local City �. of Salem bylaws. The site is located outside the 200-foot Riverfront Protection Area associated with the North River, which is situated to the north of the site. The site is located within the 100- year flood zone. The project will not introduce new fill in the 100-year flood zone. The new infiltration trenches and catch basins will improve flooding conditions in the 100-year flood zone as amount of flow coming from the site will decrease after project completion when compared to existing conditions. As noted in the Stormwater Report (Appendix B), existing flow from a 100-year storm is 8.90 cfs. When paving the entire property, the flow is 8.37 cfs. However, when the infiltration trenches and deep sump catch basins are added to the parking lot, the estimated flow is 8.35 cfs, which is less than existing conditions. An additional benefit to this project is that the infiltration trenches and catch basins will also treat the first flush stormwater and meet all of the standards presented in the Massachusetts Stormwater Handbook. (See Appendix B for an in-depth discussion of this project meeting the Stormwater Management Standards). Of particular note is that the infiltration trenches and catch basins will decrease TSS by 80%. As there is currently no stormwater treatment on the site, this new treatment will improve stormwater quality. As noted above, efforts will be implemented, including dust control, straw bales, silt fences and catch basin protection, to minimize particle migration off site. The existing road (Bridge Street) will also act as a barrier and protect the North River from particle migration into the River. OAMAPCTeabody Salem Bmwnfields Coalition\297-305 Bridge Sueet - Universal Steel SiteTermits\N01 - pavingWppendix A - Project DescriptionTroject Description_MAPC.docx i ' Project Description Background The Site (abandoned former Universal Steel property located at 297-305 Bridge Street in Salem) is currently in the process of being remediated by the United States Environmental Protection ' Agency (USEPA). As part of the remediation process, a cap is required. The City of Salem will use 4" of pavement to cap this Site. Because the Site requires paving (as a cap to the remediation site), the City is proposing to use the Site as a parking lot. The proposed plan calls for virtually the entire 1.2-acre parcel to be paved, with the exception of vegetated plantings and stormwater structures. ' The City of Salem is in the process of constructing a parking garage to accommodate the need for additional parking associated with the Bridge Street MBTA station. As a short-term accommodation while the parking garage is under construction, the City of Salem is proposing to ' turn the Site into a temporary parking lot. Before work for this paving project begins, the USEPA will prepare the site for the paving effort, ' including the removal of all vegetation and debris from the site, re-grading site, and excavating site in preparation for infiltration trenches and deep sump catch basins. The Site currently has no stormwater management devices on site. The proposed parking lot will incorporate infiltration ' trenches, deep sump catch basins, and vegetation to improve stormwater quality and reduce storm water flow on the site. These measures will improve stormwater conditions on site. ' The site is located within the 100 year flood plain associated with the North River. With the exception of the flood plain, no other resources will be impacted. Work Description Before the start of this paving project, the remediation work will have been completed by the ' USEPA. The EPA will prepare the site for paving, including removal of vegetation and debris (concrete pads, various materials), grading the site, and earthwork associated with the preparation of infiltration trenches and catch basins at the site. Prior to the paving effort, silt fences and straw bales will be placed as noted in the site plans (see Appendix D). ' Environmental protection measures will include dust control to ensure that generation of on-site dust during site preparation and paving effort will be minimized. Wet suppression shall be used t to provide temporary control of dust. At a minimum, wet suppression shall be applied to any debris, excavated material, aggregate piles, and exposed soils and dirt, if on site. Dust suppression wetting agents shall be water soluble, non-toxic, non-reactive, non-volatile, and non- foaming. See Specification 01562 — DUST CONTROL, in Appendix E, for additional information on dust control. ' Only after the environmental protection measures are in place will the paving efforts commence. Erosion control measures, including the use of silt fences, straw bales and catch basin protection, will be implemented to mitigate sediment migration outside the limits of work. ' Infiltration trenches and deep sump catch basins will be constructed on site to help with improve stormwater quality and reduce stormwater flow at the Site (see Appendix D for location and ' detail). These have been designed to capture sheet flow and provide infiltration for stormwater runoff. ' Once the infiltration trenches are in place, the site will be paved. A gravel sub-base will be placed on the Site, followed by four (4) inches of bituminous pavement. An in-depth paving specification is located in Appendix E. Timber railings will be installed around all infiltration ' trenches. Environmental Impacts ' There is a small, isolated wetland outside the southern border of the site. Because this is an isolated wetland, it does not fall under the protection of the Wetlands Protection Act or local City of Salem bylaws. The site is located outside the 200-foot Riverfrom Protection Area associated ' with the North River, which is situated to the north of the site. The site is located within the 100- year flood zone. The project will not introduce new fill in the 100-year flood zone. ' The new infiltration trenches and catch basins will improve flooding conditions in the 100-year flood zone as amount of flow coming from the site will decrease after project completion when nth compared to existing eondrttons fkAs natedtm tlie'`fStormwnter Report4(AppentctB);lex> tilig naxF F-+M: `xant w n d k-Sh r�•i;'ih '� f t itd t o a. s {1 avC dn"q 41ocv from 40 year,storm is i 3 aWhen pavtng the entire prmoperty, the flaw 1s . However;when the infilttithon trenghes and deep sump atch ba$ms argaadded to the pazk ng.lot pw,s.ne �.� Che estimated flow is, `which is less than existing conditrons e _ _ An additional benefit to this project is that the infiltration trenches and catch basins will also treat the first flush stormwater and meet all of the standards presented in the Massachusetts Stormwater Handbook. (See Appendix B for an in-depth discussion of this project meeting the Stormwater Management Standards). Of particular note is that the infiltration trenches and catch basins will decrease TSS by 80%. As there is currently no stormwater treatment on the site, this new treatment will improve stormwater quality. As noted above, efforts will be implemented, including dust control, straw bales, silt fences and ' catch basin protection, to minimize particle migration off site. The existing road (Bridge Street) will also act as a barrier and protect the North River from particle migration into the River. t O:WIAPC\Peabody Salem Brownfields Coalitiont297-305 Bridge Street - Universal Steel Site\PermitsW01 - paving\Appendix A - Project ' DescriptionTroject Description_NWC.docx S r C-1 Of O rP� \ Q a � L � \ r to O t 4 t t ;� 'I 0 � a d Q d � � r d � jj I r } [� i _)__, \ �OFj i cl, N 4 y r r � Y Q. � OOO ❑ o o O �� O ❑❑O o f ) Q ,Y J Q o p [l D � d o a 0 0 w � � � w w w w � ■� w w w w w � � w ' SECTION 01562 ' DUST CONTROL ' PART 1 - GENERAL t1.01 DESCRIPTION: A. This Section specifies requirements for controlling dust generated during work of this ' Contract. Work activities requiring special attention to dust control includes and work associated with site pavement. As used in this Section, the word `site' refers to the area encompassed by the Contract Limits of Work (former Universal Steel site). Dust ' generated during the course of the Work must be controlled and kept on-site. B. The Contractor is responsible for control of dust at all times during work of this ' Contract, 24 hours per day, 7 days per week, including non-working hours, weekends, and holidays. C. During the progress of the work, the Contractor shall conduct his operations and maintain the area of his activities, including sweeping and sprinkling of streets as ' necessary, to minimize creation and dispersion of dust. The Engineer may perform air/dust monitoring for confirmation purposes. If dust exceeds action levels described in this Section, or determined to be a nuisance by the Engineer, the Contractor shall be ' responsible for implementing additional engineering controls (e.g. additional dust suppression agents, wind screens), as directed by the Engineer, and described in this Section at no additional cost to the Owner. iD. The Contractor is responsible for daily clean-up of public roadways, adjacent driveways/parking lots, and walkways affected by work of this Contract. A wet spray power vacuum street sweeper shall be used on pavement, as required. Dry power sweeping is prohibited. ' 1.02 RELATED WORK: A. Section 01570—Environmental Protection ' B. Section 02745 - Paving 1.03 REGULATORY REQUIREMENTS: A. The Contractor shall perform all work specified under this Section in compliance with ' the Massachusetts Department of Environmental Protection, Code of Massachusetts Regulations (CMR) 310 CMR 7.00, "Air Pollution Control Regulations", specifically 310 CMR 7.09, "Dust, Odor, Construction and Demolition". 1 t01562-1 1 ' B. Work of this Contract shall be conducted in a manner that will not result in excessive ' particulate matter emissions, nuisance dust conditions, PMio (particulate matter with an aerodynamic diameter less than or equal to 10 microns) emissions, or PMio concentrations exceeding the Massachusetts and National Ambient Air Quality ' Standard of 150 ug/m3 on 24-hour average basis. 1.04 SUBMITTALS: ' A. Contractor shall submit a Dust Control Plan that outlines in detail the measures that he will implement to comply with this Section, including suppression, wind screens and ' barriers (if necessary), prevention, cleanup, and other measures. Plan shall be submitted to the Engineer within fifteen calendar days following the date of the Notice to Proceed. ' B. Contractor shall submit to the Engineer product literature and Material Safety Data Sheets for any dust suppression wetting agents and stabilizers that the Contractor ' proposes to use. ' 1.05 QUALITY CONTROL: A. The Engineer may conduct air monitoring with a Mini RAM monitor, or equivalent, to ' ensure dust is being controlled at the site. During the course of the Work, the Contractor shall be responsible for implementing engineering controls (e.g., wetting, calcium chloride) to minimize or eliminate fugitive dust emissions. If dust exceeds ' action levels described below, or determined to be a nuisance by the Engineer, the Contractor shall be responsible for implementing additional engineering controls (e.g. additional dust suppression agents, wind screens), as directed by the Engineer. If ' additional wet suppression (water) and/or wind screens, barriers, or covers are required per the Engineer based on air/dust monitoring results, they shall be at no additional cost to the Owner. PART2 - PRODUCTS ' 2.01 DUST SUPPRESSION AGENTS: ' A. Dust suppression wetting agents shall be water soluble, non-toxic, non-reactive, non- volatile, and non foaming. ' B. Soil stabilizer shall be a sprayable organic or inorganic tackifier. 1 t01562-2 ' 2.02 BARRIERS, SCREENS, AND COVERS: A. Mesh Fabric/Wind screens shall be a durable fabric mesh of 50 percent porosity, ' attached to the temporary chain link fence to be installed as shown on the Contract Drawings. ' B. Wind barriers, if required, shall be solid wood fences or solid durable fabric, attached to Site's temporary chain link fence, or other solid barriers intended to block the passage of wind. 1 C. Covers for stockpiles, if required, shall be plastic tarps. Covers shall be 20-mil. polyethylene sheeting or 10-mil. nylon reinforced polyethylene sheeting. The stockpiles ' shall be placed on 40 mil. polyethylene sheeting. 2.03 CALCIUM CHLORIDE: ' A. Calcium chloride shall conform to the requirements of AASHTO-M 144, Type I or ' Type II and Specification for Calcium Chloride, ASTM D98. The calcium chloride shall be packaged in moisture proof bags or in airtight drums with the manufacturer, name of product, net weight, and percentage of calcium chloride guaranteed by the ' manufacturer legibly marked on each container. B. Calcium chloride failing to meet the requirements of the aforementioned specifications tor that which has become caked or sticky in shipment, may be rejected by the Engineer. 2.04 WATER: ' A. Water shall not be brackish and shall be free from oil, acid, and injurious alkali or vegetable matter. ' PART 3 - EXECUTION ' 3.01 SITE/PUBLIC ROADWAY DUST CONTROL: ' A. Vehicles leaving the site shall have no mud and dirt on the vehicle body or wheels. Any foreign matter on the vehicle body or wheels shall be physically removed prior to vehicle's entering of a public roadway. Contractor shall not permit any truck to leave the site with exterior mud or dirt that has the potential to be deposited on public roadways. Refer also to Section 01570 — Environmental Protection for equipment and vehicle decontamination requirements. ' B. Haul truck cargo areas shall be securely and completely covered during material transport on public roadways. ' 01562-3 ' C. Vehicle mud and dirt carryout, material spills, and soil wash-out onto public roadways ' and walkways and other paved areas shall be cleaned up immediately. D. The Contractor is responsible for daily clean-up of public roadways and walkways ' affected by work of this Contract. A wet spray power vacuum street sweeper shall be used on paved roadway. Dry power sweeping is prohibited. ' 3.03 CONTROL OF EARTHWORK DUST: A. During batch drop operations (i.e., earthwork with front-end loader, clamshell bucket, ' or backhoe) the free drop height of excavated or aggregate material shall be reduced as much as practical to minimize the generation of dust. ' B. To prevent spills during transport, freeboard space shall be maintained between the material load and the top of the truck cargo bed rail. ' 3.04 CONTROL OF STOCKPILE DUST: A. The Contractor shall use the following methods to control dust and wind erosion of active and inactive stockpiles: ' 1. Wet suppression without wetting agent during active stockpile load-in, load-out, and maintenance activities. 2. Soil stabilizers applied to the surface of inactive stockpiles. 3. Polyethylene tarps on stockpiles shall be placed both below and on top of stockpiles, and secured with sandbags or an equivalent method to prevent the cover from being dislodged by the wind. The Contractor shall repair or replace covers whenever damaged or dislodged, at no additional cost to the Owner. 4. The tarps shall be bermed 12" high at all edges to prevent any infiltration of storm water or exfiltration of leachate. ' B. The methods to be used shall be submitted to the Engineer as part of the Dust Control Plan. t3.05 DEBRIS AND DEMOLITION DUST CONTROL MEASURES: ' A. The Contractor shall use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in the air to the lowest practical ' level. Sufficient water shall be supplied for the building, demolition-related debris, and site compacting to meet Federal, State, and local air-quality regulations and to minimize dust during demolition and debris handling. ' 01562-4 1 B. Closed chutes shall be used for the handling of debris. Dropping or throwing of debris is prohibited. C. Debris may be stockpiled but must be done in accordance with Section 02220 — ' Demolition. D. During transport of debris, the truck cargo area shall be securely covered. it END OF SECTION O:\MAPC\Peabody Salem Brownfields Coalition\297-305 Bridge Street - Universal Steel Slte\Permits\NOI - paving\Appendix E Specs\01562 Dust ControLdoc 1 1 t 1 01562-5 1 ' SECTION 01570 ' ENVIRONMENTAL PROTECTION ' 1. Description 2. Notification 3. Implementation 4. Area of Construction Activity 5. Protection of Water Resources 6. Protecting and Minimizing Exposed Areas ' 7. Location of Storage Areas 8. Protection of Landscape 9. Clearing and Grubbing 10. Discharge of Dewatering Operations 11. Dust Control 12. Baled Straw ' 13. Silt Fence 14. Noise Control 15. Waste ' 16. Equipment and Vehicle Decontamination ' 1. Description The work covered by this Section of the Specifications consists of furnishing all labor, materials, tools and equipment and performing all work required for the prevention of environmental pollution during and as a result of demolition operations under this Contract.As used in this Section,the word `site' refers to the area encompassed by the Contract Limits of Work (Former Universal Steel site). 2. Notification The Engineer will notify the Contractor in writing of any non-compliance with the foregoing provisions. The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the Contractor or his authorized representative at the site of the work, shall be deemed sufficient for the purpose. If the Contractor fails to act promptly, the Engineer may order stoppage of all or part of the work until satisfactory ' corrective action has been taken. No claim for an extension of time or for excess costs or damage incurred by the Contractor as a result of time lost due to any stop work orders shall be made unless it was later determined that the Contractor was in compliance. 3. Implementation tA. Prior to commencement of work, the Contractor shall meet with representatives of the Engineer to develop mutual understandings relative to compliance of the environmental ' protection program. 08/05/2002 01570-1 B. The Contractor shall submit for approval six sets of details and literature fully describing environmental protection methods to be employed in carrying out construction activities. 4. Area of Construction Activity ' Insofar as possible, the Contractor shall confine his work activities to those areas defined by the Contract Drawings and Specifications. All land resources within the project boundaries and outside the limits of permanent work performed under this contract shall be preserved in their present condition or be restored to a condition after completion of paving at least equal to that which existed prior to work under this contract.The Contractor shall keep the streets clear of debris, equipment and vehicles at all times for Fire Department access, as shown on the Contract Drawings. ' 5. Protection of Water Resources A. The Contractor shall not pollute streams, lakes or reservoirs with fuels, oils, bitumens, ' calcium chloride,acids or other harmful materials. The Contractor shall also prevent the transport of soil, dirt, and salt to surface streams,wetlands,and/or catch basins. It is the Contractor's responsibility to comply with all applicable Federal, State, County and Municipal laws regarding pollution of rivers and streams. ' B. Special measures should be taken to insure against spillage of any pollutants into public waters, and run-off of demolition site sediments into stormwater collection systems. Measures shall include placement of strawbales and silt traps around catchbasins and ' along temporary construction fencing, as indicated on the Contract Drawings. C. Catchbasins shall be protected as shown on the Contract Documents with a nonwoven geotextile filter fabric trap,or strawbales, as described in this Section and shown on the Contract Drawings, and as approved by the Engineer. The Contractor, Engineer, and Owner shall conduct a pre-work inspection of the catch basins to assess sediment accumulation and shall coordinate with the Department of Public Works(DPW)to clean catch basins, as required, prior to work activities. ' D. The Contractor is responsible for maintaining flow into each catch basin shown to be protected on the Contract Documents to prevent ponding/flooding. The Contractor shall clean filter fabric by removing accumulated material,as needed. Removed material shall be disposed of per applicable local,State,and Federal requirements at no extra cost to the Owner. ' E. The filter drainage fabric shall be composed of continuous-filament fibers bonded together to form a sheet. The fabric shall be an average of 20 mils thick and possess the ' characteristic of Miraf. 140 N. 1 08/05/2002 01570-2 6. Protecting and Minimizing Exposed Areas A. The Contractor shall limit the area of land which is exposed and free from vegetation ' during work. In areas where the period of exposure will be greater than two(2)months, temporary vegetation, mulching or other protective measures shall be provided as specified. tB. The Contractor shall take account of the conditions of the soil where temporary cover crop will be used to insure that materials used for temporary vegetation are adaptive to the sediment control. Materials to be used for temporary vegetation shall be approved by the Engineer. ' 7. Location of Storage Areas A. The location of the Contractor's storage areas for equipment and/or materials shall be upon cleared portions of the job site or areas to be cleared associated with the phase of work being done as a part of this project, and shall require written approval of the Engineer. Plans showing storage facilities for equipment and materials shall be submitted for approval of the Engineer. ' B. No excavated materials or materials used in backfill operations shall be deposited within a minimum distance of one hundred (100) feet of any watercourse or any drainage facility. Adequate measures for erosion and sediment control(polyethylene sheeting on stockpiles,the placement of baled straw around the downstream perimeter of stockpiles, etc.) shall be employed to protect any downstream areas from siltation. C. The Engineer may designate a particular area or areas where the Contractor may store materials used in his operations. 8. Protection of Landscape A. The Contractor shall not deface,injure,or destroy trees or shrubs nor remove or cut them ' within the Limit of Work, unless shown on the Contract Drawings without written authority from the Owner. No ropes, cables, or guys shall be fastened to or attached to any existing nearby trees for anchorages unless specifically authorized by the Engineer. Excavating machinery and cranes shall be of suitable type and be operated with care to prevent injury to trees which are not to be removed, particularly overhanging branches and limbs. The Contractor shall, in any event, be responsible for any damage resulting ' from such use.If the Contractor damages trees not designated for removal,the Contractor shall remove damaged trees,including stump removal at no additional cost to the Owner. ' B. Branches, limbs, and roots shall not be cut except by permission of the Engineer. All cutting shall be smoothly and neatly done without splitting or crushing. When there is unavoidable injury to branches, limbs and trunks of trees, the injured portions shall be 08/05/2002 01570-3 ' neatly trimmed and covered with an application of grafting wax or tree healing paint as directed by the Engineer. C. Where,in the opinion of the Engineer,trees may possibly be defaced,bruised,injured,or otherwise damaged by the Contractor's equipment or other operations,the Engineer may direct the Contractor to adequately protect such trees by placing boards,planks,poles or fencing around them. Any trees or landscape feature scarred or damaged by the ' Contractor's equipment or operations shall be removed, including stump removal at the expense of the Contractor. 9. Clearing and Grubbin¢ A. The Contractor shall clear and grub shrubs and trees within 10-feet of all buildings,or as ' shown on the Contract Drawings or as approved by the Engineer. The Contractor shall maintain as much of the existing vegetation as possible beyond 10-feet from the buildings. 10. Discharge of Dewatering Operations A. No dewatering is expected for the paving project. 11. Dust Control A. During the progress of the Work, the Contractor shall conduct his operations and maintain the area of his activities, including sweeping and sprinkling of streets as necessary,to minimize creation and dispersion of dust in accordance with Section 01562 - Dust Control. The Engineer may conduct air monitoring to ensure dust is being ' controlled at the Site. If dust exceeds action levels provided in Section 01562- Dust Control, the Contractor shall be responsible for implementing additional engineering controls (e.g. additional dust suppression agent, etc.) as described in Section 01562 - Dust Control, at no additional cost to the Owner. 12. Baled Straw To trap sediment and to prevent sediment from clogging drainage systems,baled straw shall be used where shown on the Contract Drawings. Care shall be taken to keep the bales from breaking apart. The bales should be securely staked to prevent overturning, flotation, or displacement. All deposited sediment shall be removed periodically. 08/05/2002 01570-4 13. Silt Fence A. Where indicated on the drawings or where directed by the Engineer,the Contractor shall ' erect and maintain a temporary silt fence. In areas designated as wetlands,the Contractor shall line the limits of the construction easement with a silt fence. The silt fence shall be used specifically to contain sediment from runoff water and to minimize environmental ' damage caused by construction. B. The silt fence shall consist of a 3-foot wide continuous length sediment control fabric, stitched to a 22-foot wide,continuous length support netting,and stapled to preweathered oak posts installed as shown on the drawings. The oak posts shall be 1%:-inches by 1'/r inches (Minimum Dimension) by 48 inches and shall be tapered. The support netting shall be industrial strength polypropylene. The bottom edge of the sediment control fabric shall be buried as shown on the drawings. The sediment control fabric shall conform to the following properties: Property Value Test Method ' 1. Grab Strength (lbs.) 124 ASTM D-4632 2. Elongation (%) 15% ASTM D-4632 3. Puncture Strength(lbs.) 65 ASTM D-4833 ' 4. Burst Strength (psi) 300 ASTM D-3786 5. Trapezoid Tear(lbs.) 60 ASTM D-4533 6. Equivalent Opening Size (U.S. Sieve) No. 30 ASTM D-4571 7. Permittivity (see-') 0.10 ASTM D-4491 8. Water Flow Rate (gal/min/s£) 10 ASTM D-4491 9. UV Resistance (%) 70 ASTM D-4355 B. The silt fence shall be Mirafi Envirofence manufactured by Mirafr,Inc.or approved equal. 14. Noise Control A. The Contractor shall make special provisions to prevent excessive noise during demolition ' and construction.No heavy demolition and construction equipment or large engine vehicle shall be allowed to operate on the site between the hours of 7 PM and 7 AM,unless special permission is granted by the Owner. Temporary noise barriers shall be erected by the Contractor at the direction of the Owner if the noise level at the perimeter of the site is determined as excessive. B. When available,make the maximum use of"low-noise-emission products" as certified by EPA. No blasting or use of explosives is permitted. C. Protect employees against noise exposure in accordance with the requirements of the ' Occupational Safety and Health Act of 1972. D. Compliance with the requirements of this Section will not offer any relief from responsibility for compliance with local ordinances, regulations, and other Sections. E. Compliance with the requirements of this Section will require the use of machines with 08/05/2002 01570-5 1 ' effective mufflers or enclosures and selection of quieter alternative procedures. F. Unless otherwise indicated,all noise level limits are measured 50 feet from the equipment producing said noise. G. Noise Level Restrictions in All Areas: In no case expose the public to demolition and construction noise levels exceeding 85 dBA(slow)or to impulsive noise levels with a peak sound pressure level exceeding 125 dBA (fast). If work is specifically approved by Engineer during nighttime, restrict noise levels to not more than 50 dBA (slow). Intermittent Noise: Prevent noises from nonstationary mobile equipment operated by a driver or from any source of nonscheduled intermittent,nonrepetitive,short-term noises not ' lasting more than a few hours from exceeding 75 dBA daytime and 60 dBA nighttime. ' 15. Waste A. All rubbish and surplus material shall be handled and disposed of in accordance with all local, State, and Federal requirements. B. Provide rubbish and garbage containers at several locations throughout the site. Empty containers at regular intervals to avoid overfilling. ' C. Provide temporary chemical toilets and periodically empty wastes according to all Federal, State, and local regulations. C. Conduct fueling and lubricating of equipment and motor vehicles in a manner that affords the maximum protection against spills and evaporation. Dispose of lubricants to be discarded and excess oil in accordance with approved procedures meeting Federal, State and local regulations. 16. Equipment and Vehicle Decontamination A. Vehicles leaving the Site shall not carry out mud or dirt from the site on the vehicle body or wheels. Any foreign matter on the vehicle body or wheels shall be physically removed prior to vehicle's entering of a public roadway. Contractor shall not permit any truck to leave the site with exterior mud or dirt that has the potential to be deposited on public roadways. Contractor shall be responsible for assuring that each vehicle is properly cleaned and/or decontaminated prior to exiting the site. The Contractor shall prevent carry- out or spillage of material from his/her vehicles onto public ways. The Contractor shall promptly clean up and dispose of all material and debris deposited on public ways to the Owner's satisfaction. If vehicles track mud and dirt off-site, the Contractor shall be responsible for additional engineering controls such as wheel washing at no extra cost to the Owner. The Contractor shall be responsible for collecting all wash water and sediment, as required, at no additional cost to the Owner. The Contractor shall ensure that material hauling vehicles remain on paved surfaces as much as possible. ' B. Vehicle mud and dirt carryout,material spills,and soil wash-out onto public roadways and walkways and other paved areas shall be cleaned up immediately by the Contractor at no additional expense to the Owner. The Contractor also shall not create conditions that allow silt laden runoff to run onto public ways. Any silt and debris deposited onto public ways ' 08/05/2002 01570-6 by runoff shall be cleaned up to the satisfaction of the Owner and means shall be employed to prevent recurrence of run-off deposits at no additional expense to the Owner. C. Haul truck cargo areas shall be securely covered during material transport on public roadways. D. The Contractor is responsible for daily clean-up of public roadways and walkways affected by work of this Contract. A wet spray power vacuum street sweeper shall be used on paved roadway, as required. Dry power sweeping is prohibited. Costs associated with cleaning/sweeping of public roadways is considered incidental to the Project. E. Construction equipment,tools and appliances used during the Work shall also be cleaned and/or decontaminated. Mud, dirt, and any other foreign matter shall be physically removed from equipment and tools prior to being removed from the site and stockpiled with excavated material identified for off-site disposal. F. All vehicle containers shall be carefully loaded to avoid contamination of exterior surfaces. In addition,all vehicles and equipment used during the handling of contaminated material and/or hazardous chemicals and materials shall be decontaminated prior to leaving the site. Procedures for vehicle and equipment decontamination shall be submitted as part of the Health and Safety Plan(Specification Section 01380).The Contractor shall be responsible for assuring that each vehicle is properly decontaminated prior to exiting the site. ' END OF SECTION 0 VAAPCTeabody Salem Bmwnfields Cmdition\297-305 Bridge Street-Universal Steel Site\Pemm1s\N01-paving\Appendix E Specs\01570 Environmental Pro[wfion.dw 1 ' 08/05/2002 01570-7 SECTION 02745 PAVING PART1 - GENERAL 1.01 WORK INCLUDED: ' The Contractor shall furnish all labor, materials and equipment and shall replace the pavements as indicated on the drawings and as herein specified. 1.02 RELATED WORK: A. Section 01562, DUST CONTROL B. Section 01570, ENVIRONMENTAL PROTECTION 1.03 SYSTEM DESCRIPTION: ' A. GENERAL ' The types of pavement systems to be utilized on this project shall conform to MassDOT specifications and are as follows: TYPE 1. Hot mix asphalt binder course TYPE 2. Hot mix asphalt top course 1.04 REFERENCES The following standards form a part of these specifications and indicate the minimum standards required: American Society for Testing and Materials (ASTM) ASTM D1557 Test for Moisture-Density Relations of Soils and Soil-Aggregate ' Mixtures Using 10 Pound Rammer and 18-Inch Drop Massachusetts Department of Transportation (MassDOT) ' Standard Specifications for Highways and Bridges MassDOT 405 Gravel Base Course ' 09/30/2011 02745-1 ' MassDOT 420 Hot Mix Asphalt Base Course ' MassDOT 460 Hot Mix Asphalt Pavement ' MassDOT 860 Reflectorized Pavement Markings Federal Specifications ' SS-S-1401 Sealants, Joint, Non-Jet-Fuel-Resistant, Hot Applied, for Portland Cement and Asphalt Concrete Pavement AASHTO Standard Specifications for Materials and Methods of Sampling and Testing 1.05 SUBMITTALS: IN ACCORDANCE WITH REQUIREMENTS OF GENERAL SPECIFICATIONS, SUBMIT THE FOLLOWING: Six sets of complete job mix formula shall be submitted to the Engineer at least two weeks before any of the work of this section is to begin. ' PART2 - PRODUCTS 2.01 GRAVEL SUBBASE: A. Gravel subbase shall consist of inert material that is hard durable stone and coarse sand, free from loam and clay, surface coatings and deleterious materials. ' B. Gradation requirements for gravel subbase shall be as specified in Section 02300, EARTHWORK for Gravel Borrow. 2.02 HOT MIX ASPHALT PAVEMENT: A. Pavements shall consist of hot mix asphalt. B. Pavement mixtures shall be within the composition limits of base courses, binder ' courses, top courses and surface treatment, in accordance with MassDOT M3.11.03, with constituents that conform to Table A, below. TABLE A PERCENT BY MASS PASSING SIEVE DESIGNATION Low Permeability 1 t09/30/2011 02745-2 ' Standard Reclaime Base Binde Top Mod. Surfac Dense Dense Sieves (in.) d Cours r Cours Top e Binde Top Subbase a Cours e Cours Treat. r Cours e e Cours e e 3 in 100 2 in 100 1-1/2 in 70-100 1 in 55-80 100 100 100 '/< in 50-85 80- 95- 80- 5/8 in 100 ' 100 100 100 /tin 40-65 55-75 95- 79- 65-80 100 ' 100 100 3/8 in 80- 68-80 100 80- 100 100 No.4 30-60 20-45 28-50 50-76 48-68 80- 48-65 55-80 100 No.8 15-33 20-38 37-54 33-53 64-85 37-51 48-63 ' No.16 26-40 20-40 46-68 36-49 No.30 8-17 8-22 17-29 14-30 26-50 17-30 24-38 No.50 8-24 4-12 5-15 10-21 9-21 13-31 10-22 14-27 ' No.100 5-16 6-16 7-17 6-18 6-18 No.200 0-10 0-4 0-5 2-7 2-6 3-8 0-6 4-8 Binder 4-5 4.5- 5.5- 5-6 7-8 5-6 7-8 5.5 7.0 Percentages shown for aggregate sizes are stated as proportional percentages of total aggregate for the mix. Unless authorized by the Engineer, no Job-Mix Formula will be approved which ' specifies: More than 45%passing No. 8 for Top and Dense Binder Courses More than 38%passing No. 8 for Modified Top Course More than 55%passing No. 8 for Dense Mix Less than 4% passing No. 200 for Top Course. Less than 6% bitumen for Top Course. ' C. The joint sealant shall be a hot poured rubberized emulsified asphalt sealant meeting the requirements of FS SS-S-1401. ' D. The tack coat shall be an asphalt emulsion, RS-I if required, conforming to MassDOT Section M3.03.0. 09/30/2011 02745-3 2.03 PAVEMENT MARKINGS: A. Pavement markings shall conform to the requirements of MassDOT 860. ' B. The mixture of the marking material shall be within the composition limits for reflectorized pavement markings as described in the MassDOT Specifications as follows: 1. Fast drying.traffic paint- M7.01.10/11. ' C. Application of the glass beads to be used as reflector material on the striping shall ' conform to Sections 860.62 and M7.03.07 of the MassDOT Specifications. 2.04 PAINT FOR PARKING LOTS A. Paint for parking lot lines shall conform to Federal Specification TT-P-115-E Type 1. Paint shall be 11-3 PPG Industries, Pittsburgh, PA or approved equal. ' PART 3 - EXECUTION ' 3.01 GENERAL: Paving courses required for the project shall be as shown on the drawings and as specified herein. Pavement thicknesses specified are measured in compacted inches. If a pavement course thickness exceeds 2-1/2 compacted inches, the course shall be installed in multiple lifts with each lift not exceeding 2-1/2 compacted inches in ' thickness. 3.02 GRAVEL SUBBASE: A. The gravel subbase to be placed under pavement shall consist of 12-inches of gravel evenly spread and thoroughly compacted. ' B. The gravel shall be spread in layers not more than 4-inches thick, compacted measure. All layers shall be compacted to not less than 95 percent of the maximum dry density of tthe material as determined by ASTM D1557 Method C at optimum moisture content. 3.03 PERMANENT BITUMINOUS PAVEMENT: L ' A. The bituminous paving mixture, equipment, methods of mixing and placing, and the precautions to be observed as to weather, condition of base, etc., shall be in accordance ' with MassDOT 460. 09/30/2011 02745-4 1 ' B. BASE COURSE AND BINDER COURSE PAVEMENT: ' 1. Immediately prior to installing the base and/or binder course, the trimmed edges shall be made stable and unyielding, free of loose or broken pieces and all edges ' shall be thoroughly broomed clean. Contact surfaces of curbings, manholes, catch basins, or other appurtenant structures in the pavement shall be painted thoroughly with a uniform coating of asphalt emulsion (tack coat),just before any ' mixture is placed against them. 2. The binder course shall be repaired as necessary to maintain the surface of the ' pavement until placement of the permanent overlay. If required, the Contractor shall place a leveling course before placing the permanent overlay. ' C. TOP COURSE OR SURFACE TREATMENT PAVEMENT (PERMANENT OVERLAY): 1. Top course or surface treatment shall be placed over the full width of the parking area as shown on the drawings or as specified. t 2. Prior to placement of the top course or surface treatment, the entire surface over which the top course or surface treatment is to be placed shall be broom cleaned and tack coated. 3. Prior to placing full width top course or surface treatment pavements, keyways shall be cut in all intersecting streets, if applicable. 3.04 PAVEMENT PLACEMENT: ' A. Unless otherwise permitted by the Engineer for particular conditions, only machine methods of placing the pavement shall be used. The equipment for spreading and finishing shall be mechanical, self-powered pavers, capable of spreading and finishing the mixture true to line, grade, width and crown. The mixtures shall be placed and compacted only at such times as to permit proper inspection and checking by the Engineer. B. After the paving mixtures have been properly spread, initial and intermediate compaction shall be obtained by the use of steel wheel rollers having a weight of not less than 240 pounds per inch width of tread. ' C. Final rolling of the top course or surface treatment pavement shall be performed by a steel wheel roller weighing not less than 285 pounds per inch width of tread at a mix temperature and time sufficient to allow for final smoothing of the surface and thorough compaction. D. Immediately after placement of top course or surface treatment pavement, all joints between the existing and new top course or surface treatment pavements shall be sealed with hot poured rubberized asphalt joint sealant. ' 09/30/2011 02745-5 ' E. Where there is no backing for the edges of the curb-to-curb pavement, the Contractor shall provide a gravel transition. The gravel transition shall be installed immediately after the pavement is placed, shall be feathered and extend a minimum of 18-inches, and ' shall be compacted using the same equipment as for pavement compaction. The gravel shall be uniformly graded material with a maximum size of 3/8-to '/z-inch. ' F. When required by the Engineer, the Contractor shall furnish and install additional paving to provide satisfactory transition for driveways and walkways impacted by a new curb-to-curb pavement installation. The transition installation will be considered ' incidental to the curb-to-curb pavement installation. 3.05 PARKING LOTS AND DRIVEWAYS: ' A. Pavement shall consist of a 2 1/2-inch binder course and a 1-1/2-inch top course on a 12-inch gravel sub-base. All thicknesses are compacted thicknesses. B. Adjacent concrete work, slate work, sidewalks, structures, etc., shall be protected from stain and damage during the entire operation. Damaged or stained areas shall be ' replaced or repaired to equal their original condition. C. All joints between binder and top course shall be staggered a minimum of 6-inches. ' D. After final rolling, no vehicular traffic of any kind shall be permitted on the pavement until it has cooled and hardened sufficiently to prevent distortion and loss of fines, and ' in no case in less than 6 hours. E. Smoothness of all areas of the finished surface shall not vary more than 1/4-inch when tested with a 16 foot straight-edge, applied both parallel to and at right angles to the centerline of the paved area. At building entrances, curbs, and other locations where an essentially flush transition is required, pavement elevation tolerance shall not exceed plus or minus 1/8-inch. Irregularities exceeding these amounts, or which retain water on the surface, shall be corrected by removing the defective work and replacing or repairing it to the satisfaction of the Engineer. tF. The Contractor shall prepare the pavement surface for painting lines according to the recommendations of the paint manufacturer. Applied markings shall have clean-cut edges, true and smooth alignment and uniform film thickness of 15 mils, +/- 1.0. The Contractor shall be responsible for removing, to the satisfaction of the Engineer, tracing ' marks, and spilled paint applied in an unauthorized area. 3.06 RAISING AND ADJUSTING CASTINGS: ' A. In areas of permanent top course paving, existing catch basin and manhole castings and valve boxes shall be raised to the proper grade where required by the Engineer. t09/30/2011 02745-6 1 ' B. Castings owned by private utilities shall be raised by their own forces, if applicable. ' The Contractor shall be responsible for coordinating this work. C. The method of adjusting these castings shall be as follows: Cut around catch basin or manhole castings a minimum of 8-inches from casting. Excavate and if required rebuild up to 12-inches of masonry below the bottom of the casting. Backfill with suitable material and compact to bottom of casting. Place high, early strength cement or ' bituminous concrete collar, as directed, to approximately 1%-inches below the raised casting grade. Masonry work shall conform to Section 02631, PRECAST MANHOLES AND CATCH BASINS. ' D. In some areas, raising of castings may not be required. Where required by the Engineer, castings not to be raised shall have at least 12-inches of bituminous concrete pavement ' chipped and removed around the casting. New bituminous concrete pavement shall be placed and compacted around such castings to approximately 1-1/2-inches below the top of the casting. The overlay course shall then be sloped down to the level of the ' casting. E. The method of raising valve boxes shall be as follows: Cut around valve box a ' minimum of 8-inches from valve box. Excavate as required and raise the valve box. Pour high early strength cement or bituminous concrete collar, as directed, to approximately 1-1/2-inches below the top of the valve box. ' F. Castings which need to be raised or adjusted to complete permanent curb to curb paving shall be done immediately prior to paving. 3.07 PAVEMENT MARKINGS: A. The Contractor shall replace all pavement markings removed or covered-over in carrying out the work, and as required by the Engineer, no sooner than 48 hours after completion of permanent pavement. The markings shall be 4-inches wide, white or yellow, single or double lines as required. B. When required by the Engineer, the Contractor shall provide temporary markings at no ' additional cost to the Owner. tEND OF SECTION OAMAPC\Peabody Salem Brownfields Coalition\297-305 Bridge Street-Universal Steel Site\Permits\N01-paving\Appendix E Specs\02745- paving.docx 1 t ' 09/30/2011 02745-7 1 Memorandum To: file ' From: Mel Higgins Date: July 9,2012 Re: Wetlands Delineation—Former Universal Steel Property,Salem,MA On July 2,2012,Weston&Sampson personnel,trained in the U.S.Army Corp of Engineers Wetland Delineation Manual, located wetlands in and around the former Universal Steel property, located at 297 Bridge Street in Salem, Massachusetts. No wetland resource areas were noted at the site. An l ' isolated wetland area was noted just south of the property boundary(see attached figure). The bank of the North River, located to the North of the site, was flagged to determine if the site is within the 200-foot Riverfront Protection Area. ' The isolated wetland boundary was marked using pink flagging with the code"WF" and numbered WF-I through WF-9(see attached field map). A 10'x 10' sample plot and investigation,with soil boring,was conducted on the wetland side of the wetland boundary at WF-3. The results of this sample plot investigation are presented below. Soils— All values and chromas were taken from the Mansell Color Chart. A-horizon=0-6"bgs were dark black soils(10Y 2/1). Solid rock was encountered at 6"depth ' Hydric indicators—water stained leaves,saturated at the surface, Vegetation- - Tree Layer: ' o Red Maple(Acer rubrum)—30%of area(FAC)- Shrub Layer o none - Cover Layer ' o Jewelweed(Impatiens capensis)—15%of area(FACW) o Purple loosestrife(Lythrum salicaria)—30%of area(FACW+) o Devil's Beggar-ticks(Bidens frondosa)—15%of area(FACW) ' o Swamp buttercup(Ranunculus septentrionalis))—20%of area(OBL) Trailing o none The North River bank was delineated using the top of the 90 degree vertical bank. Flags were numbered RB-lthrough RB-12. O:WAPCNeabody Salem Brownfields Coalition\297-305 Bridge Street-Universal Steel SitAPerrnitsWOMppendix H Wetlands Memo\wetland delin Salcm.doc x DEP Bordering Vegetated Wetland (310 C R 10.55) Delineation Field Data Form Applicant:!W`ztL y). Sg„ Soh Pr axed ,� +� 11!j DEP File!{: � � � � �=-_ `"I-e��fs. Project location; �� / 651(M Cj} Q- Q�adc all tint apply; SF�?rn CL Q ❑ Vegetatim aline pmmmu d to to delineate SVW ade3ua b=-�d3ry: fill out Sectim I only Vegetatim and other ildicaoo e of hydmlcgy Used to delineate MW b mdaxy: fill cut Sections I and II ❑ Method other Lban dcxTdi r.o test Used (attach addiuu al. infoxnat-im) SectiCxl I. Vegetation - Observation.Plot Number:: Transect Number::. Date of Delineation: A. Saitple Layer and Plant Species B- Percent Cover C. Percent D. Deni.nant Plant E. Wetland (by comcn/acisntific nature) (orlaasal area) Dominance (yea or no) Indicator f'.Qs2.Lo:y.et` 1 Category* 9- \ moPLe, (A c (, r ubcu))i) o S,Lro)6 La �f�we) yv-�'c'� �'^'Q 4�iptiS CCD4tiS•S) ) � le -;. �+ N KA C ('+ 3�s Pc) pl.Q se�r:+4 (� I�rvni sa i9) — � 5,j ,, P 6,44FrCup (RenunC--An Sep}ertr;ona�;s) ab�o o� 5 �a des OGL rn m rn c "Use an asterisk to mark wetland indicator plants:plant species listed in the Wetlands P1mte:tIM Act (MM c.131, 9.40);plants in the gelam-qj ag m;plants listed as FAC, FAC+, FN W F9CW, FP.CF7+, or Wi,; or plants with physiological or:napdnlogical adaptatime. If any plants are identified as wetland indicator plants de to Ph}'slalogi.cal or mspholcgical adVtaticns, describe the adaptation rest to the asterisk. o CO m c Vegetation conclusion: y m Ntmiber of dmdxn t- wetland indicator plants: 3 Number of do i*+a++t non-wetland indicator plants: O c Is the number of daninant wetland lants e M p rn+al to or greater than the number o£ d.rminwnt non-wetland plants yea, no I£vegetation alone ins preau¢ed tdeg:ata to ds]lreate ti1m HVvI Uvx�dsxy, s�4.mlt CtSs fv�.vrim the 4aNe9t foe Petamdnation of toeli� � ty or Tbtica of Tatmt. MA DEP;3/95 N 17 C m Section II. Indicators of Hydrology Otfier Indicators of Hydrology: (dveck all that apply and descrabe) ^� qyd=Soil Itim ❑ Site inundated: 10 v ❑ Depth to free water in observation hole: I. Son survey �.Depth to soil saturation in observation hole: Sg} cf�-St,��o<-P m c Is there a p_blidmd soil survey for this site? yes no '- ❑ Water marks: `m `o ❑map number: Drift lines:. ro - m c soil type napped: ❑ Sediment deposits: 5 m h}dric srn incltmirra: C ❑ Drainage patterns in BVW: y 0 Are field c servaticm rr sistezt with soil Survey yes no \,❑l Oxidized rhizospheres: Reeks` `NJ Water-stained leaves: ' ❑ armed data (stream, lake, or tidal gee;taerial photo; other) 2. Sai m imizal Depth hatrix Odor Mottles Oolor ❑ Other: A 0 6 " 1 O YP, aZ'Zl ho"p Vegetation and Hydrology Conclusion 6 yes no Number of wetland indicator plants >amber of nm-wetland;rrli ratcr plants Wetland hydrology present: U' Remarks:. �c szlpr�t ❑ x 'O C 3. Gther: <*ta ixrdicatAes of hydrola3y C o. present El a \ ❑ ' Sable location is in a BVW Qrslusim: Is roil liych'ic? yes no 9�#[dC onus faaowitt.tbe'Pxyest fat 9erduhiant'�n ef'.p4P1�1u�Y ix Notice vt 7n�t. 'Fig u�\ r '• ��—a`T T y� �`� w7" �1 r � ,� b� '•v 9 yy { • 1e 1 1 1 1 envimnmental/infrastmctum consuitants ' �� .4 �'%1� 1-800-SAMPSON i wastonandwnpson.mm Offices In:MA,CT,RI,NH,ME,Vt,NY,NJ,PA,SC&FL ' 1