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64-566 - GROVE STREET - CONSERVATION COMMISSION C4- �f' � NOI Status Sheet Address: (C - DEP #: Application Type: A � Date Submitted: Contact Name: Qr..ti� 7 ,,y'„0. Phone: 17.' 6 fy Proposed activity: -2�Application Complete EjSCorrect Fee Received ZAbutters List Requested CItReceived 'C Legal Ad Sent W Legal Ad Confirmed 'Online 11 Added to Agenda ❑ Agenda to Applicant 11 Agent Comments to Commission ❑ DEP Comments Hearing Opened: Continued: Site Visit: ❑ Abutters Notice Confirmed ❑ Permit Sent to Applicant and DEP ❑ Confirmation of Delivery ❑ Expiration date added to calendar 11 Added to database ❑ Applicant Recorded OoC with Registry Preconstruction Meeting: ❑ Certificate of Compliance Sent to Applicant and DEP ❑ Confirmation of Delivery ❑ Applicant Recorded CoC with Registry Notes: I�s LS WCON COMM\Administmuve\project status sheet\NOI status sheet 2012-12-27.doc Grove Street Improvements Project May 8,2014 Salem, MA Stormwater Report For Grove Street Improvements Project PROJECT DESCRIPTION The City of Salem is proposing to perform roadway improvements to Grove Street from Harmony Grove Road to Goodhue Street for a distance of approximately 1,100 feet. Proposed project improvements will improve vehicular, bicycle/pedestrian movement and safety along the North River Canal Corridor (NRCC) by providing a consistent roadway cross-section and improve intersection geometry. With respect to stormwater management, the existing stormwater management facilities located within the project limits are comprised of a closed drainage system consisting of catch basins, manholes and piping. Proposed stormwater improvements include where applicable, retrofitting of the existing closed drainage system by adjusting, relocating or providing new deep sump/hooded catch basins, piping, and drainage manholes within the project limits. Segments of the closed drainage system to be abandoned or removed and proposed improvements are identified on the NCI Plans. Existing drainage patterns will be maintained as part of the proposed stormwater management system. No new drainage outfalls will be created as part of the project as existing storm drainage outfalls will be retained and utilized as part of the stormwater management system. Proposed roadway and intersection improvements will result in a decrease of pavement and impervious area within the project limits. The location and selection of BMPs are being evaluated to improve existing conditions such as water quality and minimize impacts to the greatest extent practicable of stormwater runoff to the North River Canal. COMPLIANCE WITH DEP STORMWATER MANAGEMENT STANDARDS As defined in Volume 1 Chapter 1 page 20 of the Massachusetts Stormwater Handbook, (a.k.a. the MA Stormwater Handbook) this project qualifies as a REDEVELOPMENT project. The handbook states that redevelopment projects are defined to include "maintenance and improvement of existing roadways, including widening less than a single lane, adding shoulders, correcting substandard intersections, improving existing drainage systems, and repaving." and no net increase in impervious area The Project will provide needed improvements to the existing North River Canal Corridor (NRCC). As such, proposed vehicular, bicycle/pedestrian movement and safety improvements associated with the NRCC are in accord with this definition. Under the criteria outlined in the handbook "a redevelopment project is required to meet the following Stormwater Management Standards only to the maximum extent practicable: Standard 2, Standard 3, and the pretreatment and structural best management practice (BMP) requirements of Standards 4, 5, and 6." In contrast,the project must meet Standards 1, 8, 9 and 10 in full. The following summarizes the extent to which the proposed project complies with the new Stormwater Management Standards: Page 1 of 4 Grove Street Improvements Project May 8, 2014 Salem, MA Standard No. 1—No New Untreated Discharges: No new untreated stormwater outfalls will be constructed as part of the project. Existing storm drainage outfalls will be retained and utilized as part of the proposed stormwater management system. The existing closed drainage system will be retrofitted,where applicable, by providing deep sump hooded catch basins. Standard No. 2—Peak Rate Attenuation: The proposed project post-development peak discharge rates will not exceed pre-development peak discharge rates. Proposed improvements will result in an overall decrease in pavement and impervious surface area of approximately 31,850 s.f. within the site. Existing drainage patterns will be maintained as part of the proposed stormwater management system. Standard No. 3—Recharge: The intent of Standard 3 is to ensure that the infiltration volume of precipitation into the ground under post-development conditions is at least as much as the infiltration volume under pre-development conditions. As noted above, the proposed project will result in an overall decrease in impervious area, resulting in no loss of annual recharge to groundwater under post-development conditions. Standard No. 4 —Water Quality: The proposed project meets the definition of redevelopment project, thereby requiring the 80%TSS removal standard to be met only to the maximum extent practicable. The proposed Deep Sump and Hooded Catch Basins typically remove TSS at a rate of 25%. While it is acknowledged that the proposed BMP will not meet the 80% TSS removal pretreatment requirement at the outfall, as a redevelopment project, the proposed BMP and above-mentioned reduction in pavement area will provide an improvement to existing conditions. Standard No.5—Land Uses With Higher Potential Pollutant Loads(LUHPPLsI: This standard is not applicable due to the fact that the proposed use is not associated with higher potential pollutant loads Standard No.6-Critical Areas: There are no stormwater critical areas located within the project limits. Standard No.7-Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable: The applicable stormwater standards have been met to the maximum extent practicable. Standard No.8—Construction Period Pollution Prevention and Erosion and Sedimentation Control: The proposed project involves more than one acre of earth disturbance. Therefore, a Stormwater Construction General Permit in accordance with EPA's NPDES program will be required. The need for a NPDES Permit also will necessitate the preparation of a Stormwater Pollution Prevention Plan (SWPPP). This Plan will be prepared by the selected Contractor and,as required, a copy will be retained onsite during construction. Page 2 of 4 •Rr �' Grove Street Improvements Project May 8, 2014 Salem, MA A Construction Period Pollution Prevention/Soil Erosion and Sediment Control Plan has been developed to address activities associated with proposed roadway construction in a manner that minimizes erosion,sediment, debris,and other pollutants from contaminating the resource areas and receiving waters.The installation of soil erosion and sediment controls will comply with the Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas (Massachusetts Executive Office of Environmental Affairs et. al.; 2003), and all aspects of Standard No. 8. These controls will be inspected daily and after each rainfall event,and maintained,as required, until such time that all disturbed areas associated with construction have been stabilized with vegetation and their removal has been authorized by the Conservation Commission. Construction Sequence The order of construction activities shall be as follows: 1. Place erosion and sedimentation control measures within limits of riverfront area resources and buffer zones 2. Remove and dispose of existing pavement and other site features, as needed 3. Soil will be removed as needed for roadway improvements. Soil to be reused onsite will be stockpiled at locations outside the 100-foot buffer zones,as determined by the contractor prior to construction. 4. Begin construction of roadway and sidewalks, including upgrades to existing storm drainage system. 5. Install proposed landscaping 6. Permanently stabilize all disturbed areas with loam and seed 7. Remove erosion and sedimentation control measures Erosion and Sedimentation Controls In accordance with the contract documents erosion and sedimentation controls will be incorporated during all phases of the project. Temporary Controls: 1. Contractor shall minimize site disturbance as much as possible during the phasing of the project. 2. All areas to be seeded shall be stabilized as soon as the phasing and schedule permits.Areas outside the work limits that are disturbed shall be restored and stabilized as soon as possible. 3. No stockpiling of materials or equipment will be permitted within wetland resource areas. Temporary stockpiles shall be protected. 4. Silt fence/haybaIe/compost filter tube or approved equal will be placed to protect all wetland resource areas before the start of construction operations and removed following construction and site stabilization. Permanent Controls: 1. When the project is completed,all disturbed areas will be permanently stabilized by placing loam and seed. Page 3 of 4 Grove Street Improvements Project May 8,2014 Salem, MA Vegetation Planting Disturbance to existing vegetation will be minimized to the maximum extent practicable. New trees will be planted, and disturbed areas within the construction footprint will be loamed and seeded,as noted on the plans. Standard No.9-Operation and Maintenance Plan: The City of Salem is responsible operation and maintenance of the Grove Street improvement project. The schedule for inspection and maintenance will be according to the municipality's annual maintenance program. Standard No. 10—Prohibition of Illicit Discharges: A "No Illicit Discharge Compliance Statement"will be submitted prior to the discharge of any stormwater to post construction BMP. Page 4 of 4 gONDh CITY OF SALEM CONSERVATION COMMISSION May 9, 2014 Lynn Duncan Re: Order of Conditions—DEP #64-566—Grove Street Improvement Project Dear Ms. Duncan: Enclosed, please find the Order of Conditions for the above referenced project. As indicated in the Order, prior to any work commencing: 1. a sign shall be displayed showing DEP File#64-566 within public view, and 2. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions, please feel free to contact me at 978-619-5682. Sincerely, Tom evine Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town A. General Information Please note: Salem this form has t. From: been modified Conservation Commission with added 2. This issuance is for space to a. ❑Order of Conditions b. ❑Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: Requirements Lynn Duncan Important: a. First Name b. Last Name When filling City of Salem out forms on c. Organization the computer, 120 Washington Street 3f0 fl use only the J. Mailing Address tab key to Salem MA 01970 move your e. Citylrown f.State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. r� a. First Name b. Last Name City of Salem c.Organization e 93 Washington Street d.Mailing Address Salem MA 01970 e.City/Town f. State g.Zip Code 5. Project Location: Grove Street Salem a. Street Address b. Cityrrown NA NA c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: 42d31ml8.3s 70d54m37.3s d. Latitude e. Longitude wpaform5.°oc- rev.0511912010 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassoeP: Bureau of Resource Protection - Wetlands 64-566 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem Cityrrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): NA - a.County b.Certificate Number(if registered land) ,c. Book _ d. Page - 4/24/2014 5/8/2014 5/9/2014 7. Dates: a. Date Notice of Intent Filed b. Date Public Hearing Closed c. Date of Issuance a. Final Approved Plans and Other Documents (attach additional plan or document references as needed): See attached a. Plan Title _ b. Prepared By c. Signed and Stamped by d. Final Revision Date - e.Scale f.Additional Plan:or Document Title g. Date B: Findings 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 ` ® Prevention of Pollution d. ® Private Water Supply e. I. ® Protection of pp y ® Fisheries 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. wpaform5doc• rev.05119/2010 . Page 20112 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 I` WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem Cityrrown B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. 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.iinearfeet 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.cty dredged f.ay dredged 7. ® Bordering Land 28665 28665 Subject to Flooding a.square feet b.square feet c.square feet d.square feet 710 710 Cubic Feet Flood Storage e.cubic feet f. cubic feet g. cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square Leet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet s. ® Riverfront Area 9020 9020 a. total sq.feet b.total sq. feet Sq It within 100 ft 1195 1195 c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 7825 7825 200 ft g. square feet h,square feet i.square feet j.square feet wpatorm5doc- rev.0 511 9/201 0 Page 3 of 12 I� Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem city/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement to. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 11. ❑ Land Under the Ocean a.square feet b.square feet c.dy dredged d. Gy dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches . cu yd cu yd a.square feet b.square feet c. nourishment d.nourishment Y ❑ Coastal Dunes cu yd cu yd 14' a.square feet b.square feet C. nourishment d. nourishment -. 15. ❑ Coastal Banks a. linear feet b. linear feet 15. ❑ Rocky Intertidal . Shores `.F a.square feet b.square feet - 17. ❑. Salt Marshes a.square feet b.square feet c.square feet d. square feet 19. ❑ Land Under Salt Ponds a.square feet b.square feet c.c1y dredged d.Gy dredged 19. ❑ Land Containing Shellfish a. square feet b.square feet c.square feet d. square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.Gy dredged b.Gy dredged 21. ❑ Land Subject to Coastal Storm square feet b.square feet Flowage wpaform5 doc• rev.051192010 Page 4 0!12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection Wetlands 64-566 WPA Form 5 - Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown B. Findings (cont.) #22. If the 22 ❑ Restoration/Enhancement^ project is for the purpose of restoring or enhancing a a.square feet of BVW b.square feet of salt marsh wetland resource area 23. ❑ Stream Crossing(s): in addition to the square footage that a. number of new stream crossings b.number of replacement stream crossings has been entered in C. General Conditions Under Massachusetts Wetlands Protection Act Section B.5.c jevw>(or S 8.17.c(Salt The following conditions are only applicable to Approved projects. Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures, shall be deemed cause to revoke or modify this Order. the additional 9 Y ty amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 5/9/2017 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. wpafarm5.doe• rev.051192010 Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands64-566 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Citylrown 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, 1 �• • "Massachusetts Department of Environmental Protection" [or, "MasSDEP] "File Number 64-566 " I I.. 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. x > wpaform5doe rev.05/19r2010 Page6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project') is (t) ® is not(2)❑ subject to the Massachusetts Stormwater Standards. If the work is subject to the Stormwater Standards,then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; 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.d.c- rev.05/192010 Page 7 of 12 k Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 - � WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) c) -The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement) for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.) the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) ;Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) ,Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpalorm5.doc rev.05/19/2010 Page 8 o112 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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): See attached v paform5.tloc- rev,05119)2010 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-5ee WPA Form 5 — Order of Conditions MassDEP-He# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eOEP Transaction# Salem Cityfrown D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Salem hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1. Municipal Ordinance or Bylaw 2. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Wetlands Protection and Conservation Ordinance c. 50 1. Municipal Ordinance or Bylaw 2.Citation a. 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. a, wpaform5.do.- rev.05/192010 - Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands (5� ( — S—r(— WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPransaction# 54 City/Town E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special filling out forrnscondition pursuant to General Conditions#4, from the date of issuance. 1. D to Issuance on the computer, use only the tab Please indicate the number of members who will sign this form. key to move your This Order must be signed by a majority of the Conservation Commission. m of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt r est d r ha d ivered to key. the applicant. A copy must be mailed, hand delivered or filed I r nica a e same time ra with the appropriate MassDEP Regional Office. Sign tur r M by hand delivery on ❑ by certified mail, return receipt 5 /Al N requested, on Dath Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigsd.c• ray.02125/2010 Page kof a Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-566 # / WPA Form 5 — Order of Conditions MassDEP File 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP—Transaction# Salem Cityrrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of A" 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. Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. -- --------------------------------------------------- ------ To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: e ° 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 wpalorm5.doc- rev.05/19/2010 Page 12 of 12 Attachment to Order of Conditions # 64-566 Page 1 of 5 SALEM CONSERVATION COMMISSION DEP FILE #64-566 Grove Street Improvement Project City of Salem, Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (online, 5/1/2014) from Natural Heritage & Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order permits roadway improvements per April 23,2014 Notice of Intent and approved plans. GENERAL CONDITIONS I. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50. 2. 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. 3. Prior to any work commencing on site, a DEP Sign showing DEP File#64-566 must be installed at the entrance to the site and seen from the public way, but not placed on a living tree. 4. 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. 5. 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. 6. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00, and shall have the right to require any data or documentation that it deems necessary for that evaluation. 7. 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. 8. 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: Attachment to Order of Conditions # 64-566 alJt Page 2 of 5 r (I) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816), U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code (780 CMR 744.). 9. If there are conflicting conditions within this Order, the stricter condition(s) shall rule. 10. 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. 11. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 12. 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: 13. The work shall conform to the following attached plans and special conditions: Final Approved Plans NOTICE OF INTENT PLANS, sheets 01 through 10. (Ti11e) "Revised 5/5/2014 ' (Dated) Richard A. Azzalina (Signed and Stamped by) City of Salem Conservation Commission (On file with) Final Approved Plans Stormwater Report (Title) 4/23/2014, revised 5/8/2014 (Dated) David P. Glenn (Signed and Stamped by) ",c City of Salem Conservation Commission (On file with) Attachment to Order of Conditions # 64-566 i Q'tf� Page 3 of 5 14. Any proposed changes in the approved plan(s) or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 15. 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. 16. [Reserved]. 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 adequate additional erosion and sediment control products onsite to be used for emergency erosion control purposes. EROSION CONTROL 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. Exact staging and stockpile areas shall be confirmed in the field with the Conservation Agent. 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. a " * Attachment to Order of Conditions # 64-566 � 5a Page 4 of 5 25. Any de-watering of trenches or other excavation required during construction shall be conducted sous 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 growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer than two(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 t t 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.` 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. 31. 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. 32. 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. 33. There shall be no pumping of water from wetland resource areas. 34. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 35. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 36. 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.LChapter 21A, section 16. AFTER CONSTRUCTION 37. 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): (I) 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. Attachment to Order of Conditions # 64-566 ' 7 aL Page 5 of 5 (3) An "As-Built" plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under thejurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (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; 38. 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. 39. 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 40. Prior to start of construction, applicant shall provide construction plans to the Conservation Agent, preferably in electronic format. 41. Erosion and sediment control devices shall not contain seeds of invasive plants. pp9atTq^ - iYC CITY OF SALEM CONSERVATION COMMISSION SITE VISIT FORM PROJECT LOCATION' �4r"� DATE OF SITE VISIT PROJECT PROPONENT- Q DEP FILE NUMBER: G� 7 PROPOSED WORK: IN�►ITNRJ1 Commission Members/Agent: /� Abutters: Applicant/Property Owner/Representative: SITE YI_S,I PyRf 0- SITE VISI'FvDOCUMENTATIONs s ��: ❑Photos _ ❑ Site Map ❑Other: Take into account relevant aspects or features such as: natural or piped drainage or obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage areas; adjacent land uses. ENP�4T�ON9:., „ td I v 1 FST1 April 23,2014 100 YEAgS Salem Conservation Commission Attn: Chair Julia Knisel Salem City Hall Annex 120 Washington Street Salem, MA 01970 RE: Notice of Intent Application APR 2 4 `LU 14 Grove Street Improvements Project DEPT,OF PLANNING& Salem, Massachusetts• COMUL49TY DEYIEIZIPMUIT Dear Chair Knisel and Members of the Conservation Commission: On behalf of the City of Salem, Fay,Spofford &Thorndike (FST) respectfully submits the enclosed Notice of Intent (NOI) for the Grove Street Improvements Project in Salem, which is being funded by the Executive Office of Housing& Economic Development's MassWorks Grant. The purpose of this project is to produce a 'complete streets' circulation environment in support of surrounding redevelopment projects under the City's North River Canal Corridor (NRCC) Master Plan. Please see the attached Appendices for a more detailed description of the project. Project construction will occur within Bordering Land Subject to Flooding (BLSF), Riverfront Area (RFA), and the 100-foot buffer to bank of the North River Canal protectable under the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40) and its implementing Regulations (310 CMR 10.00). Thank you for your consideration of this Application. We look forward to meeting with you at the May 8, 2014 Public Hearing. Please contact me at 781-221-1221 (razzalina@fstinc.com), or Hillary King of my staff at 781-221-1244(hking@fstinc.com) if you have any questions or need additional information. Very truly yours, FAY,SPOFFORD&THORNDI �` -�V` C Richard A. Azzalina, P.E. Vice President—Transportation Attachments cc: DEP Northeast Regional Office Frank Taormina,Planner,City of Salem T:\LG-423B Salem Grove St\Documents\Permits\N 01\G rove St NOI 2014-04-23.docx Burlington, MA 018 FAY SPOFFORD &r THORNDIKF Burlington,MA 01803 , T:800.835.8666 Offices in:Massachusetts,New Hampshire,Maine,Connecticut and New York T:781.221.1000 F:781.229.1115 www.fstinc.com Notice of Intent Application Grove Street Improvements Project Salem, Massachusetts April 23, 2014 Applicant/Owner: City of Salem Department of Planning & Community Development 120 Washington Street, 3rd Floor Salem, MA 01970 Representative: Fay, Spofford &Thorndike 5 Burlington Woods Burlington, MA 01803 TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 PROJECT DESCRIPTION 1 2.1 Proposed Project 2 2.2 Soil Erosion and Sediment Controls 2 2.3 Stormwater Management 3 3.0 RESOURCEAREAS 3 3.1 Limited Project 3 3.2 RiverfrontArea (RFA) 4 3.3 Bordering Land Subject to Flooding(BLSF) 4 3.4 100-foot Buffer to Bank and BLSF 4 3.5 Massachusetts Natural Heritage& Endangered Species Program 4 4.0 SUMMARY 5 LIST OF ATTACHMENTS Attachment A WPA Form 3—Notice of Intent Abutter Notification Letter List of Abutters Attachment B Locus Maps: Figure 1: USGS Topographic Map Figure 2:Aerial Orthophoto Map Figure 3:FEMA Flood Insurance Rate Map Attachment C Legacy Park Apartments Project Order of Resource Area Delineation (DEP#064-0516, Issued June 26, 2012) Attachment D Grove Street Improvements NOI Plans Prepared by Fay,Spofford &Thorndike dated April 23, 2014 (U nd e r Se pa rate Cove r) Attachment E Site Photographs Attachment F Stormwater Report Prepared by Fay,Spofford &Thorndike dated April 23, 2014 Grove Street Improvements Project Salem,Massachusetts Page i 1 INTRODUCTION On behalf of the City of Salem, Fay, Spofford &Thorndike (FST) is submitting this Notice of Intent (NOI) application for the Grove Street Improvements Project in Salem, Massachusetts. The City is proposing to reconstruct Grove Street from Harmony Grove Road to Goodhue Street, a distance of approximately 1,100 feet. Improvements to the existing Grove Street/Harmony Grove Road/Mason Street and Grove/Beaver/Goodhue Street intersections are also proposed. The proposed upgrades aim to improve traffic safety and operations, reduce localized air pollution, and enhance the pedestrian/bicycle circulation in the vicinity. The infrastructure improvements will directly support the five redevelopment sites currently proposed within the North River Canal Corridor (NRCC). These projects aim to revitalize this former industrial area into a mixed-use neighborhood consistent with the goals of the city's NRCC Master Plan. The proposed work occurs within Bordering Land Subject to Flooding (BLSF), Riverfront Area (RFA) and 100-foot buffer to bank of the North River Canal, protectable under the Massachusetts Wetlands Protection Act (M.G.L. c. 131, §40) and its implementing Regulations (310 CMR 10.00), (see Locus Maps included as Attachment B). According to the Massachusetts Office of Geographic Information (MassGIS) MassDEP Wetlands datalayer, there are no existing Bordering Vegetated Wetlands (BVW) within the project limits. The Wetland Resource Area boundaries for bank and BLSF elevation related to the North River Canal in the project area were approved under a Final Order of Resource Area Delineation (ORAD) issued by the Salem Conservation Commission on June 26, 2012 for the Legacy Park Apartments Project (DEP #064-0516, Attachment C). Details of the proposed work activities are depicted on the Grove Street Improvements NOI Plans, prepared by Fay, Spofford & Thorndike, dated April 23, 2014 (Attachment D). The following provides a description of the existing site conditions and resource areas, and the proposed project and mitigating measures proposed to protect the interests and values of adjacent Wetland Resource Areas. A copy of the completed and executed Notice of Intent/WPA Form 3 is included as Attachment A. 2.0 PROJECT DESCRIPTION Grove Street is classified as a Major Urban Collector and is under the jurisdiction of the City of Salem. The roadway is oriented in a north-south direction and is used by people traveling between the Center of Salem and the Center of Peabody or North Salem. The existing roadway is generally 28-38 feet wide, providing one travel lane in each direction, with granite curb and 5-foot sidewalks on either side. Existing land use features industrial and residential development, and City-owned (Mack Park) and privately-owned (Harmony Grove Cemetery) open space north of the Grove Street/Harmony Grove Road/Mason Street intersection. Grove Street Improvements Project Notice of Intent Page 1 of 5 2.1 PROPOSED PROJECT The proposed corridor improvements aim to improve traffic safety and operations, reduce localized air pollution, and enhance pedestrian/bicycle circulation in the vicinity. All components have been designed to fit within the existing roadway footprint, from back of sidewalk to back of sidewalk. The streetscape will be improved with 5-foot wide concrete sidewalks on both sides of the roadway for approximately 1100 linear feet. Grove St. corridor improvements between Goodhue St. and Harmony Grove Road include providing a typical paved cross section of 32-feet, including two 5-foot bike lanes, where feasible,for a length of approximately 550 feet. Two T-intersections are proposed to replace the four way, all-way stop intersection at Grove Street/Harmony Grove Road/Mason Street. Grove Street, north of Harmony Grove Road, will become a T-intersection with Harmony Grove Road. Mason Street will become a T-intersection to Grove Street, where the Harkin Square monument will be relocated and the removal of excess pavement will create green space/pervious surface. New sidewalks and pedestrian crosswalks will be provided. Currently, the Grove/Beaver/Goodhue Streets intersection contains a large triangular asphalt area, which serves as an informal, unmarked parking area that often accommodates large truck rigs and creates a confusing and hazardous traffic pattern. A T-intersection is proposed to replace the existing condition. The new intersection will remove excess pavement, and increase green space/pervious surface in the area. New sidewalks and pedestrian crosswalks will be installed. It is anticipated that the proposed project will include a combination of full-depth reconstruction and the milling and resurfacing of the existing pavements and the installation of new signs and pavement markings. Also included are improvements to the stormwater management system including specific Best Management Practices (BMPs) to meet the DEP Stormwater Standards to the maximum extent practicable. Disturbed areas within the proposed slope limits will be restored with loam and seed, and landscaping will be provided where feasible. 2.2 SOIL EROSION AND SEDIMENT CONTROLS A soil erosion and sediment control plan will be implemented before the start of construction operations and removed following construction and site stabilization. An erosion control system consisting of compost filter tubes and silt sacks will be installed along any areas where earth disturbance is proposed, behind the back of sidewalk, adjacent to Wetland Resource Areas. The installation of soil erosion and sediment controls will comply with the Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas (Massachusetts Executive Office of Environmental Affairs et. al.; 2003). These controls will be inspected and maintained periodically, as required, until such time that all disturbed areas associated with the construction have been stabilized with loam and seed and their removal has been approved by the Commission. The above-referenced soil erosion and sediment control plan will protect the adjacent wetland resource areas during and following the proposed Grove Street Improvements Project Notice of Intent Page 2 of 5 construction activities. The locations and details for the proposed erosion and sediment controls are depicted on the NOI plans. It should also be noted that the proposed project will involve more than one acre of earth disturbance. Therefore, a Stormwater Construction General Permit in accordance with EPA's NPDES program will be required. The need for a NPDES Permit also will necessitate the preparation of a Stormwater Pollution Prevention Plan (SWPPP). This Plan will be prepared by the selected Contractor and, as required, a copy will be retained onsite during construction. 2.3 STORMWATER MANAGEMENT In accordance with the definitions set forth in Volume 1 of the Stormwater Handbook, the proposed project constitutes a redevelopment project. The handbook states that redevelopment projects are defined to include "maintenance and improvement of existing roadways, including widening less than a single lane,adding shoulders,correcting substandard intersections, improving existing drainage systems, and repaving." The existing stormwater management system located within the project limits consists of a closed drainage system which discharges to the North River. Proposed stormwater improvements include where applicable, retrofitting of the existing closed drainage system by adjusting, relocating or providing new deep sump/hooded catch basins, piping, and drainage manholes within the project limits. No new drainage outfalls are proposed as part of the project. The stormwater Report included as Attachment F documents the project's compliance with the Stormwater Management Standards. 3.0 RESOURCE AREAS The Massachusetts Wetlands Protection Act (M.G.L. c. 131, s. 40) and its implementing Regulations (310 CMR 10.00) set forth specific performance standards for work within RFA and BLSF. There are no performance standards for work within the Buffer Zone under the Act. The following sections document the proposed project's compliance with the pertinent performance standards. 3.1 LIMITED PROJECT The WPA sets forth provisions to allow certain work to be permitted as Limited Projects.This project has been filed as a Limited Project pursuant to: Section 310 CMR 10.53 (3) (f): Maintenance and improvement of existing public roadways, but limited to widening less than a single lane, adding shoulders, correcting substandard intersections, and improving drainage systems. Grove Street Improvements Project Notice of Intent Page 3 of 5 3.2 RIVERFRONT AREA(RFA) The RFA associated with the North River Canal is 200 feet from the top of the Canal's walls, as this is indicated as bank on the Legacy Park Apartments Project ORAD. The RFA within the project limits constitutes previously developed areas (e.g. roadway, existing and degraded sidewalk, driveway) as depicted in the Site Photographs (Attachment E) and NOI Plans. The roadway improvements will impact approximately 34,105 square feet of RFA. 9,020 square feet of this area will convert existing pavement to pervious surface,due to the improvements at the Grove/Beaver/Goodhue Streets intersection. The project elements will not impair the ability of the Riverfront Area to protect other resource areas or rare species. No practicable and substantially equivalent economic alternative is available for this project. A no-build alternative would not meet the project goal to improve the roadway in support of the North River Canal Corridor revitalization. As noted above, project construction will occur within the existing roadway footprint and some existing, excess pavement will be eliminated. 3.3 BORDERING LAND SUBJECTTO FLOODING (BLSF) Flood Insurance Rate Map Number 25009C0418G for Essex County effective July 16, 2014 (Attachment B) shows a portion of the project area within Zone AE, with a Base Flood Elevation of 10' NAVD 88 (10.8' NGVD29 / 15.16' City of Salem datum). There will be no structural bridge modifications as part of this project. As noted above, project improvements will occur within the existing roadway footprint. The project area within BLSF equals 28,665 square feet. 710 cubic feet of fill within floodplain will occur due to filling pot holes and correcting steep cross slopes along the corridor. No replacement area is proposed as all work must occur within the existing roadway right of way. 3.4 100-FOOT BUFFER TO BANK AND BLSF Reconstruction of the existing roadway will occur within the 100-foot Buffer to Bank (approximately 1,195 square feet), and 100-foot Buffer to BLSF (approximately 41,800 square feet, 16,530 square feet of this will convert pavement to pervious surface). As noted above, the work within these buffers is for roadway improvement and has been designed to fit within the existing roadway footprint. The work does not substantially change or enlarge the existing facility and, in fact, some of the pavement will be converted to pervious surface. 3.5 MASSACHUSETTS NATURAL HERITAGE& ENDANGERED SPECIES PROGRAM Based on the MA Natural Heritage Atlas [MA Natural Heritage & Endangered Species Program (NHESP); 13th Edition, Effective October 1, 2008] and related MassGIS datalayers, the project limit is not located within a Priority Habitat of Rare Species or Estimated Habitat of Rare Wildlife. Grove Street Improvements Project Notice of Intent Page 4 of 5 4.0 SUMMARY The proposed Grove Street Improvements will meet the project purpose and avoid direct wetland impacts. The project area is located within Bordering Land Subject to Flooding (BLSF), Riverfront Area (RFA) and 100-foot buffer to bank of the North River Canal, and 100-foot Buffer to the 100-year floodline (BLSF). The proposed improvements will be limited to the existing roadway footprint and there will be a decrease in impervious area due to improvements at the Grove Street/Harmony Grove Road/Mason Street and Grove/Beaver/Goodhue Streets intersections. Design and construction measures, as described herein, will be implemented to ensure that the proposed work will protect the interests and values of the Wetland Resource Areas identified in the MA Wetlands Protection Act. As a redevelopment project, the DEP Stormwater Management Standards have been met to the maximum extent practicable and the proposed BMPs will serve to improve stormwater management and treatment in comparison to existing conditions. Grove Street Improvements Project Notice of Intent Page 5 of 5 Attachment A WPA Form 3 and Abutter Notification/List Massachusetts Department of Environmental Protection Provided by MassDEP a, Ll Bureau Of Resource Protection -Wetlands MassOEP File Numberg>, '> WPA Form 3 - Notice of Intent . Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number'Salem City/Town ant Whenfilling out A. General Information When f . forms on the computer, use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key to move your Grove Street Salem 01970 cursor-do not use the return a.Street Address b.City/Town c.Zip Code key. Latitude and Longitude: 42 31'18.3" N 70 54' 37.3"W d. Latitude e. Longitude � n/a n/a f.Assessors Map/Plat Number g.Parcel/Lot Number m 2. Applicant: Lynn Duncan a.First Name b. Last Name Note: City of Salem Department of Planning& Community Development Before_ a Organization completing this form consult 120 Washington Street your local d.Street Address Conservation Salem MA 01970 Commission e,Cfty/fown f.State g.Zip Code regarding any 978-619-5685 LDuncan Salem.com municipal bylaw @ or ordinance. h.Phone Number i.Fax Number j.Email Address 3. Property owner (required if different from applicant): ❑ Check if more than one owner a.First Name b. Last Name City of Salem c.Organization 93 Washington Street d.Street Address Salem MA 01970 e.City/fown f.State g.Zip Code 978-619-5685 - LDuncan@Salem.com h.Phone Number i.Fax Number I.Email address 4. Representative (if any): Richard Azzalina a.First Name b.Last Name Fay, Spofford &Thorndike c.Company 5 Burlington Woods d.Street Address Burlington MA 01803 e.Cityrrown f.State g.Zip Code 781-221-1221 razzalina@fstinc.com h.Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): n/a a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpaform3.doc•rev. 1/3/2013 Page 1 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP Bureau of Resource Protection -Wetlands MassDEP File Number { WPA Form 3 — Notice of IntentLl 41 n Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document TransactioSalem Cityrrown A. General Information (continued) 6. General Project Description: Reconstruction of Grove Street from Harmony Grove Road to Goodhue Street, to produce a 'complete streets' circulation environment(sidewalks and bike lanes will be provided). Intersections at Grove/Harmony Grove Rd/Mason Street and Grove/Beaver/Goodhue Streets have been redesigned as T-intersections to improve safety and reduce excess pavement. 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: 10 CMR 10.53(3)(f) - Maintenance and improvement of existing public roadways 2.Limited Project 8. Property recorded at the Registry of Deeds for: a.County b.Certificate#(if registered land) c.Book d.Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas(see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area Size of Proposed Alteration Proposed Replacement(if any) For all projects affecting other Resource Areas, a. ❑ Bank 1. linear feet 2.linear feet please attach a b. ❑ Bordering Vegetated narrative explaining how Wetland 1.square feet 2.square feet the resource area was c. ❑ Land Under 1.square feet 2.square feet delineated. Waterbodies and Waterways 3.cubic yards dredged wpaform3.doc•rev. 1/3/2013 Page 2 of 8 Massachusetts Department of Environmental Protection Provided ey MassDEP ,n „ Bureau of Resource Protection - Wetlands ` ' 1 MassDER File Number, WPA Form 3 - Notice of Intent Document Transaction Number. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 salem City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (corl Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ® Bordering Land 28,665 Subject to Flooding 1.square feet 2.square feet 710 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced North River Canal f. ® Riverfront Area 1. Name of Waterway(if available) 2.Width of Riverfront Area(check one): ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ® 200 ft. -All other projects 3. Total area of Riverfront Area on the site of the proposed project: 34,105 square feet 4. Proposed alteration of the Riverfront Area: 9,020 (paved to pervious) 1,195 (paved to pervious) 7,825 (paved to pervious) a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No s. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes El 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 number El na. Designated Port Areas Indicate size under Land Under the Ocean, below numbe (provided on your receipt page) b. ❑ Land Under the Ocean with all 1.square feet 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. 1/3/2013 Page 3 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number,, WPA Form 3 - Notice of Intent Ll _" Document Transaction Nuberm Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cltyrrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement(if any) f. ❑ Coastal Banks 1.linear feet g. ❑ Rocky Intertidal Shores 1.square feet h. ❑ Salt Marshes 1.square feet 2.sq It restoration,rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged I. ❑ Land Containing Shellfish 1.square feet K ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged I. ❑ Land Subject to 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 Actt'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.gov/dfwele/dfw/nhesp/regulatory review/priority habitat/online viewer htm. a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife October 1, 2008 100 Hartwell Street,Suite 230 b.Date of map West Boylston,MA 01583 wpaform3.doc•rev. 1/3/2013 Page 4 of 8 Massachusetts Department of Environmental Protection Provd—edb'y MassDEP: Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Document Transaction Number j Massachusetts Wetlands Protection Act M.G.L. o, 131, §40 Salem City/Town C. Other Applicable Standards and Requirements (cont'd) 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, MESA/Wetlands 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 (b) outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work**" (a)❑ Project description (including description of impacts outside of wetland resource area & buffer zone) (b) ❑ Photographs representative of the site (c)❑ MESA filing fee (fee information available at: http://www.mass.gov/dfwele/dfw/nhesp/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 (e)❑ Project plans showing Priority & Estimated Habitat boundaries d. OR Check One of the Following 1. ❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, htto://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemotions.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.gov/dfwele/dfw/nhesp/nhesp.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. 1/3/2013 Page 5 of 8 Massachusetts Department of Environmental Protection Provided by MasSDEP:'�"i Bureau of Resource Protection - Wetlands MassDEP File Number .I { WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town C. Other Applicable Standards and Requirements (cont'd) 3. ❑ Separate MESA review completed. Include copy of NHESP "no Take" determination orvalid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ® Not applicable—project is in inland resource area only b. ❑ Yes ❑ No If yes, include proof of mailing or hand delivery of NO[ to either: South Shore- Cohasset to Rhode North Shore- Hull to New Hampshire: Island, and the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- Southeast Marine Fisheries Station North Shore Office Attn: Environmental Reviewer Attn: Environmental Reviewer 1213 Purchase Street—3rd Floor 30 Emerson Avenue New Bedford, MA 02740-6694 Gloucester, MA 01930 Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online users: a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a. ❑ Yes ® No information you submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. ❑ Yes ® No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ® Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1. ❑ Applying for Low Impact Development(LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. ® A portion of the site constitutes redevelopment 3. ❑ Proprietary BMPs are included in the Stormwater Management System. b. ❑ No. Check why the project is exempt: 1. ❑ Single-family house wpaform3.doc•rev. 1/3/2013 Page 6 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP P .���: Bureau Of Resource Protection - Wetlands ,`MassDEP File Number WPA Form 3 - Notice of Intent x '' Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem city/Town C. Other Applicable Standards and Requirements (cont'd) 2. ❑ Emergency road repair 3. ❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page) for any of the following information you submit to the Department. 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. (Electronic filers may omit this item.) z. ® Plans identifying the location of proposed activities(including activities proposed to serve as a Bordering Vegetated Wetland IBVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. ® Identify the method for BVW and other resource area boundary delineations(MassDEP BVW Field Data Form(s), Determination of Applicability. Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOI. Grove Street Improvements NOI Plans a.Plan Title Fay, Spofford &Thorndike Richard A. Azzalina, P.E. t t i b.Prepared By c.Signed and Stamped by April 23, 2014 .1"=20' l d.Final Revision Date e.Scale f f.Additional Plan or Document Title g. Date s. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. s. ❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. 0 Attach NOI Wetland Fee Transmittal Form g. ® Attach Stormwater Report, if needed. wpaform3.doc•rev. 1/3/2013 Page 7 of 8 Massachusetts Department of Environmental Protection . , Provtil�!try A�ass`DE1>. i �— Bureau of Resource Protection - Wetlands M u-�— ;;sst1EP F4 Number WPA Form 3 — Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 rem7rensactfonNuta Salem City/rown E. Fees 1. ® Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. 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 loc ion. g ure f Applican 2. Date 3.Sign to of Property Ow er(i ifferent) A 4. Date 5. nature of Representative(if any 6-Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. , For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MasSDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. wpaform3.doe•rev. 1!3/2013 Page 8 of 8 II CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at Salem City Hall Annex, 120 Washington St, 3rd fl., Salem, MA at 6pm on: May 8, 2014 To consider a Notice of Intent for: The City of Salem For the property located at Grove Street For the reconstruction of Grove Street from Harmony Grove Road to Goodhue Street to produce a 'complete streets' circulation environment(sidewalks and bike lanes will be provided) Intersections at Grove/Harmony Grove Rd/Mason Street and Grove/Beaver/Goodhue Streets have been redesigned as T-intersections to improve safety and will reduce excess pavement. This is a public hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the City of Department of Planning and Community Development, City Hall Annex, 120 Washington Street, 3`d floor, Salem, MA from 8am-4pm Mondays thru Wednesdays, 8am-7pm on Thursdays, and 8am-12pm(noon) on Fridays. For more information please contact the City of Salem Conservation Agent at 978-619-5685. Note: Notice of the public hearing,including its date,time and place,will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time,place,will be posted on the Public Meetings Bulletin Board in Salem City Hall,93 Washington Street, Salem,Mass not less than 48-hours in advance. Note: Please submit written comments to the Salem Conservation Commission, City Hall Annex, 120 Washington Street, Salem,MA 01970 by the public hearing date. Comments can also be emailed. Please contact the Conservation Agent at 978-619-5685 to confirm email address. Note: You also may contact the nearest Department of Environmental Protection (DEP) Regional Office for more information about this application or regarding the Massachusetts Wetlands Protection Act. To contact DEP call: Central Region: (508)792-7650 *Northeast Region: (978) 694-3200 Southeast Region: (508)946-2714 Western Region: (413) 784-1100 CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND PROPERTY OWNERS BOARD/COMMISSION: Conservation Commission PROJECT SITE: Grove St from Harmony Grove/-Mason St Goodhue-/Beaver DATE: 4/22/2014 DESCRIPTION OF REQUIREMENT: All abutters and any property owner within 100 feet of the property line of the land where the activity is proposed including if land is separated by a public or private street or a body of water and not unreasonably distant from the project site. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "abutters and property owners" (as defined by Wetlands Protection Act 310 CMR 10.05(4)(x))to the parcel(s) of land listed above as the project site. r�f Assessor's Signatures �4e Date: Number of initialed pages attached: J, Once Certified,Return to: Tom Devine;Department of Planning and Community Development ialem Web GIS-Map Page http://host.appgeo.com/salemma/Map.aspx 3 Property Viewer 4Pelmrn�ert1 he CitV�Ma saehtuetEs New Propern S ///-`�'�rG S'et 1"C¢�' 1!gym I•t3�n,,�� Proi edy ID yrrr/G /"WfD'1 fi ��7dL �edi/N r s 33333 r tiv' 9 Owner Ow Property ID 16_0233_801 Address 10 BEAVER STREET Ui .\ Omer SACCO PAMELA Property ID 16_0233_802 "�`�'` ✓r nth�__ I Address 10 BEAVER STREET U2 Owner JOHNSON KEVIN Property ID 160233803 e A � - Address 10 BEAVER STREET U3 Owner JOHNSON KEVIN W \• C-- �r Property ID 16_0233 804 \\ Address 10 BEAVER STREET lM t ` i Owner FEDERAL HOME LOAN MTG CORP 00 . I Property ID 16 0235 0 \ � .. s-'�^*yam`,.•` �O \ - "��'_""" _ ..__— �4x„ �.. n'- `�'•-„` Search1100 n Use Add/Remove GAdd D Abetter Parcels Distance ` - Parcels tool to 0 Remove C Target Panels �\ 9.1` -f , I Malang Labels_ j Ezpo_n a Q 4P ;: .w R rya [EvwA'.Ivsru'E1 9: 2 IFfti- ® Scale I"= 1332_ ift Salem City Hall 93 Washington Street.Salem,MA 01970 Phone:97&7459595 City Hell Hours W Operation:Monday,Tuesday 8 Wednesday SAt4.Vol Thursday SAM-TPM Friday SMA-13PM S"deshaad W AW. I of] 4/22/2014 1:57 PM ! 16 0233 801 ' �- 15_0299_0 — 16_0242 0 7���,\(-+-? t..ei-'e d o t I SACCOPAMELA ! 42NDLLC - JZ)w, (O�r�,�i ! HARMONY GROVE CORPORATION I'0-BEAVER-STREEI"iJi 73-PARK'S7REE`1' i 30 GROVE STREET I SALEM-MA-019,70 ! BEVERIY-MA-01915 j SALEM,MA 01970 ! I e It1�ezS--t 16_0233_802 fT t, �"rctJ CLg1 16 0139 0 I 1603340 01MON-KEVIN- 42ND LLC LURVEY FRANK M ' -PO-BeX-2431- 73 PARK STREET I ! 39 GROVE ST i I RR6V}DENC-E,Ri-02860 j BEVERLY,MA 01915 I SALEM,MA 01970 - _ i E! 16_0233_803 i c"nc tt IZh Ptah" I 16_0140_0 `_7�L✓U1 YC?.-\V-r-'\ ':. 16_0335_0 - JOHNSONKMN_W I FIRST SALEM REALTY TRUST CARBONE JOHN M ! i P-0-BOX-2431 1 20 CHARLES DRIVE ! 41 GROVE STREET II PROVIDENC-E;-RI-02860 CANTON,MA 02021 i SALEM,MA 01970 3.301 la r�«,,l ; ,a✓z-,n, e j_ 16_0233_804 h`(0,991--1-u )Qc+-n',cm 16_0145_0 ( 160336_0 FIDERAL OMb&AN'N MTGCORP MACHADO DUARTE ' SALIN_ CITYOF i 8200-JONES-BRANCH-DR 14 ALBION STREET I MC-hB"-VA-2210Y3110 Salem,MA 01970 c j r 3 ( ! I 160235 0 !!!! 15 02980 1 16_0238 0 PA_TTISON MARK W ADAMS_RYMER EI ! 50 GROVE STREET REAL EST LLC 65 CENTRE STREET 229 LOWELL STREET ! 7RANTOULSTREET ! DANVERS,MA 01923 PEABODY,MA 01960 BEVERLY,MA 01915 j II 16_0380_0 I 15_0300_0 ! 16_0367_0 E PATTTSON MARK ! SALEM-GOODHUE PROP ACQUISITION i RWD HOLDINGS,LLC ! 65 CENTRE STREET ( P 0 BOX 25025 P O BOX 554 DAN VERS,MA 01923 I l GLENDALE,CA 91201-5025 MARBLEHEAD,MA 01945 i 16_0384_0 I I 15_0301_0 16_0368_0 ! PATTISON.MARK W j i SALEM-GOODHUE PROP ACQUISITION P-MAC,LP 65 CENTRE STREET 1 P O BOX 25025 74"GILCRFST-ROAD DANVERS,MA 01929 ( GLENDALE,CA 91201-5025 LOND0NDERRY-NH-03053- - 16_0234_0 � 16_0372_0 —_^-------- -------I 16_0237_0 1 MESW16GFN PETER 1 1 NORTH RIVER CANAL LLC I i MRM PROJECT MANAGFMENT,LLC i 21 LIBERTY STREET ? 282 BENNINGTON STREET i PO BOX 388 MIDDLETON,MA 01949 I BOSTON,MA 02128 i BEVERLY,MA 01915 II I 16040 16 0333 0 1603710 GSM KATIS REALTY TRUST _ _ ACHUSON r LIMITED PARTNERSHIP 381 MAIN STREET I ,MA ! I P O BOX 5580 ACTON,MA 01720 i ' ( BEVERLY,MA 01915-0521 � 1 ! 15_0297_0 7 .� 1 ! 16_0242_1 MW\CT G 1-t�+[n ca t f 16_0236_0 ! f JCM SALEM ACQUISITIONS,LLC HARMONY GROVE CORPORATION ! MRM PROJECT MANAGEMENT,LLC t 50 RESNICK ROAD ! i 30 GROVE STREET j P O BOX 388 f PLYMOUTH,MA 02360 i SALEM,MA 01970 BEVERLY,MA 01915 16 0143_0 OLIVEIRA ERNESTO S 72 GROVE ST SALEM,MA 01970 ---------- 16_0142_0 CRREAJOSEJR 73 GROVE ST SALEM,MA 01970 16_0144_0 ETHAN REALTY TRUST PO BOX 462 NORTH READING,MA 01864 --16_0141_0 SILVA JSE F 75 GROVE STREET SALEM,MA 01970 1111 i 16_0366_0 JA�NKONVSKI ZYGMUNT 119 MASON STREET SALEM,MA 01970 Attachment B Locus Maps �.'`> t. til same\l t> 'x _ y; ._♦'ate —.� r 13� N� r�4` � / !� , P _ 1,\`amp >"-=•`, &,s I jj YJ� �` '�- � ' .;.•R �� '1`z i� � '� rg.> .--•� tic r �y � ��:..a -+t �. ' i �� -z�N "f f� .� �(vw�. G� � •k,,1�. i mal ° � a �4 .. F . - � rt 1'•- r ub t�: `'*w.,�/ ...s�• °..rte,, \ �'� � . sCH c.,''NY 'Ya } � i.J 9 `� _ gg� ♦"' / M Harmony Grove Road to Goodhue Street • o ti� j `�_ � a . -,�.k� .,8 '� Ste. � a' + � `� ♦ � � -'� ...,Oryx PO/Ar...4.. t/.>?'� + 'ql rr11R ROQ RR y dl •� �' T` f r' i( / . 1 ,q {�� 5\� V •\ t (j + ' n' •%PGIJI18r% J �, \ �t..-G� ,�-.� Y{G � ,.p�;�� ••ti } .� � a � , �E� i 1, �,_ � dam' f� . 7 2; c✓' % ' / � .�".`-. 107 � � a .• '. .� .. .e.' r � r ` 'Po1rrt7 p. ter.• .. \ \ • ' , c> �: `4 :'� A m 1 � >'"`'` --� a- rr �P�b , - :. 114 8 '• . Legend 13Project Area Figure l•' Locus Map 0 1,000 2,000 4,000 Feet r,ONDlTq"` Grove Street Improvements Salem, Massachusetts Map Source:Office of Geographic and Environmental Information(MassGIS), a: `i o Commonwealth ofMassachuset[s Executive Officeof Energy and Environmental Affairs. 1- 4 ell Y 1m `y V. p \�St 3• . .* "Harmony�Grove Cemetery' '\\ - :r..#r ,,,5* ..,. , �`,y��•� Y'C v A p w wr. v$3 a '�•. R � .LLLL R 1 4 A Mack Park.-' ,r VF RQ D m tine, r FJ. T 44,; �,9� 6+t; � c t 44,E 4. e <*.,4 INk / � @F" ! Apartments ite, ° ✓ \ ' ': '' 27"ti0o ue'Site ��/ . / �-• • y Bps C ��/ ` .V�f��Y4 x-'. /'� 'a« Legend �� Y y Fly}}rYnJ%n Sate - Project Area �ti B DEP Wetlands(1:12,000) 1 00ft Wetland/Bank Buffer 1-s� Bank / T 3 .d Riverfront Area to to to N 2 �` y~Q TREMONT b� SCHOOL STREETS BARSTOWSTREET Q. 4710000.N �,., yw • A �:.. 591.//V - •� i•._. t..�. .s ,D�" .. "' y/<<//+S• ,�FFr„ JAP,ON CRAVEN E �' �T DEVEREAUX STRE ' -' - QxP CHURCHILL STREET�„�` TOA LIMIT OF DETrAILE©STUDY s •+-�a � _� " , FgSTq��, tea. � k }' t"• `?Q SAFFRD :c Gk1ANCEr -•, � fro. ,_ � �"�9 ,... �Qyp � CUL'•VERT . . �r/Q�� �;_Q v.. � p9,t, �9�� CORD STREES �`y ` -.. ��.. y� , s/,9 , �.�, a• � WINS �.�eOST • Q� •. . '� �',.. ,,'` �a PURCHASE Q.}'STREET QyuJ �rS;trfr„ .�,- `cZONE E - ', /„�.+" NORTKRIVER ' �!QSlh,�Fl pP ,, , `��C7� �p.�'�z,. .�siA.ia . ;gp�Ow'fc�s.'• BEi, D -:. „ LIBER STREETs� /, �DNUE • 107�gt ai ,:, ' ',� ,a�, 4. STREET` :_ �• �w - n°i g QOM:,F FOWLER STREET a .. a,9F l °� ,. v �0 2�, C • z a � FT.r STREET 4709000MN Legend Project Area Figure 3: Flood Zone 0 250 500 1,000 Feet e I i I i I Grove Street Improvements o"uiT°�Q Salem, Massachusetts ,,+7 " Map Source:FEMA FIRM for Essex County: a No.FM25009C0418G:July 16,2014. Salem Web GIS-Map Page http://host.appgeo.com/salemma/Map.aspx "� $ •"'. x 1r is .,fit r''i3"�� t'e".,i r''M! Prop erty Viewer .� .;� We)ogrne"to t e Crty o S�..a�lem.�! 1asi°11inetts New Property S Gl/ �1NL�,[ Property 10 /;y_r+✓. e- ',"W5ctifi N Address / Owner a Property ID 16_D233801 1't Address 10 BEAVER STREET U1 !•^'" Owner SACCO PAMELA HMONIe'2 Property ID 16 0233_802 VF il. Address 10 BEAVER STREET U2 I Owner JOHNSON KEVIN rt :: Property ID 16_0233_803 f . Address 10 BEAVER STREET U3 Owner JOHNSON KEVIN W � • Property ID 100233_804 r v \ . Address 10 BEAVER STREET U4 9Rgs.� P. Owner FEDERAL HOME LOAN MTG CORP Property ID 16_0235_0 9 Search100 g Use Add/Remove O Add O Abutter Parcels Distance_ _ Parcels tool to O Remove O Target Parcels Meiling Labels— 'Expos Q r, :i �- <�a ❑�" 1 A o o / t ID scale i"= 332 k 1 Salem City Hall 93 Washington Street,Salem,MA01970 Phone:978-745-9595 •City Hall Hours of Operation:Monday,Tuesday 8 Wednestlay 8AM-4PM Thursday BAM-7PM Friday BAM 12PM SAe designee by PypGW 1 of 1 4/22/2014 1:57 PM 16_0233_801 15_0299_0 16_0242I�_0 mG° -� L'rntie"' � SACCO PAMELA 42ND LLC ^�D hn (yen n HARMONY GROVE CORPORATION lb"BEAVEERSTRP= 74� 30 GROVE STREET Ste, ".D��147F1 BE`+E i, ,, :,+" ^1915 SALEM,MA 01970 1 l c- 13n i} gp,r cA(- -e oab 16 0233_802 '1"fD lh C-"c0. �CLen 16_0139_0 16_0334_0 .191 R i q BNiEEN-'Vf42NDLEE - LURVEY FRANK -P0-B6X-24'T- I'- D. 13 Dx 3 73 PARK STREET 39 GROVE ST g6k(4VID�60 BEVERLY,MA 01915 SALEM,MA 01970 S w 0 ,y*a.9 c D jtj " ) �InD�( l� 16_0233_803 �(D.mefia Ka-m s^ 16_0140_0 `lr�'✓Ln I"p�.�IN 16_0335_0 J6HNSONICEGIA-W FIRST SALEM REALTY TRUST CARBONE JOHN M P- I&K-24-,"'"'1 20 CHARLES DRIVE 41 GROVE STREET PRO'qPENiGE, 2860. CANTON,MA 02021 SALEM,MA 01970 3301 )L}tlan3 i 1R✓enve 01 zltie J 0114 16_0233_804 16_0145_0 16_0336_0 EFE�OMETTOAT-ER -CORP MACHADO DUARTE SALEM CITY OF 8200i0NES-BRANP,H-DR 14 ALBION STREET , MEhEAN-'A-2TI029990 Salem,MA 01970 V. o. 8oY. 3 5 c-o 19 OI u't 16_0235_0 15_0298_0 16_0238_0 PATTISON MARK W ADAMS RYMERE 50 GROVE STREET REAL EST,LLC 65 CENTRE STREET 229 LOWELL STREET 7RANTOUL STREET DANVERS,MA 01923 PEABODY,MA 01960 BEVERLY,MA 01915 16_0380_0 15_0300_0 16_0367_0 PATTISON MARK W SALEM-GOODHUE PROP ACQUISITION RWD HOLDINGS,LLC 65 CENTRE STREET P 0 BOX 25025 P O BOX 554 DANVERS,MA 01923 GLENDALE,CA 91201-5025 MARBLEHEAD,MA 01945 16_0384_0 15_0301_0 16_0368_0 PNEESON MARK W SALEM-GOODHUE PROP ACQUISITION P-MAC,LP 65 CENTRE STREET P 0 BOX 25025 7 ILi"L Z MSTAOe�6� DANVERS,MA 01929 GLENDALE,CA 91201-5025 Lo3053- 5 0 -b20. r) Sig Sad ✓�'�Jl OM1 V 16_0234_0 16_0372_0 16_0237_0 MESW16GIN PETER M NORTH RIVER CANAL LLC MRM PROJECT MANAGEMENT,LLC 21 LIBERTY STREET 282 BENNINGTON STREET PO BOX 388 MIDDLETON,MA 01949 BOSTON,MA 02128 BEVERLY,MA 01915 16_0146_0 16_0333_0 - 16_0371_0 G&M KATIS REALTY TRUST SALEM CITY OF PHILSON LIMITED PARTNERSHIP 381 MAIN STREET IMA P 0 BOX 5580 ACTON,MA 01720 BEVERLY,MA 01915-0521 Ir 15_0297_0 C/D:JcllaI co'p;t" �G�rp�- 16_02421 ftGhCl� �-a`�e nd-W 16_0236_0 JCM SALEM ACQUISITIONS,LLC HARMONY_ GROVE CORPORATION MRM PROJECT MANAGEMENT,LLC 50 RESNICK ROAD 30 GROVE STREET P 0 BOX 388 PLYMOUTH,MA 02360 SALEM,MA 01970 BEVERLY,MA 01915 OR 16_0143_0 OLIVEIRA ERNESTO S 72 GROVE ST SALEM,MA 01970 16_0142_0 CORREIA JOSE JR 73 GROVE ST SALEM,MA 01,9(70 16_0144_0 ETHAN REALTY TRUST PO BOX 462 NORTH READING,MA 01864 16_0141_0 A SILVA JOSE F 75 GROVE STREET SALEM,MA 01970 16_0366_0 JANKOWSKI ZYGMUNT 119 MASON STREET SALEM,MA 01970 Massachusetts Department of Environmental Protection Provided by MassDEP Bureau of Resource Protection - Wetlands 1 MassDEP File Number l WPA Form 3 - Notice of Intent Document Transaction N_umbe Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem - Citylrown 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 loc ion. �gjUve6fApplicanf 2.Date 3.Signature of Property Owner(if different) 4. Date 5.Signature of Representative(if any) 6. Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the"yes" box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. wpaform3.doc•rev. 1/3/2013 Page 8 of 8 FAY, SPOFFORD&THORNDIKE LETTER OF TRANSMITTAL ENGINEERS-PLANNERS-SCIENTISTS 5 BURLINGTON WOODS, BURLINGTON, MASSACHUSETTS 01803 TEL(781)221-1000 - FAX(781)229-1115 DATE JOB NO. April 24, 2014 LG-423B To: Chair City �EaEIVE® NE: p Salem Cit Hall Anne P`�d Grove Street Improvements 120 Washington Street Salem, MA 01970 APR 2 4 2014 DEPT.OF PLANNING& ATTN: COMMUNITY Dpi-:Lr;pt�_ne WE ARE SENDING YOU: ❑ Estimates ❑ Drawings ❑ Proposals Copy of Letter FX Plans 5x Reports ❑ Prints Photos No. Copies DWG NO. DATE DESCRIPTION 8 WA 4/24/2014 Conservation Commission THESE ARE TRANSMITTED: For Approval F-1 As Requested rX NOI Filing ❑ For Your Info For Review and Comment REMARKS: COPY TO:Frank Taormina, DPCD SIGNED: Hilary B.King If enclosures are not as noted,kindly notify us at once. Attachment C Legacy Park Apartments Project ORAD 3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 064-0516 WPA Form 4B —Final Order"of Resource Area Delineation Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information II IpIp'' II��II++II++II From: I I 111 l 111 l lllllull 111 lllllllq�lllll 1 1 DEPARTMENT OF ENVIRONMENTAL PROTECTION 2012080800290 801601 Pg:312 Issuing Authority 08/08/2012 12:58 DCLN Pn 113 This Issuance is for(check one): ® Final Order of Resource Area Delineation ❑ Amended Superseding Order of Resource Area Delineation To:Applicant: Property Owner(if different from applicant): Robert Hubbard, MRM Project Mgmt, LLC Name Name P.O. Box 388 A�loninn 1AV1..e Mailing Address Beverly MA 01915 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 60-64 Grove Street,3 Harmony Grove Road Salem Street Address City/Town 16 236,237,239 Assessors Map/Plat Number Parcel/Lot Number 2. Title and Date (or Revised Date if applicable)of Final Plans and Other Documents: MRM Project Management, LLC, 60-64 Grove Street,3 Harmony Grove FOR_AD Plan DEP#64-516, Sheet F1, prepared by Griffin Engineering Group, LLC 6/4112 Title Date 3. Final Plans and Documents Signed and Stamped by: Robert H.Griffin P.E.#36686 _ Name 4. Dates: 5/12/2011 7/19/11 Date Notice of Intent Filed Date Public Hearing Closed Date of Local Order 5. Filing Fee a51C� - ti U �j Wpero b.o •Appe,kM E•rov.2100 Peg.t of 4 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 064-0516 WPA Form 413 — Final Order of Resource Area Delineation Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Order of Delineation The Department has determined the following(check whichever is applicable): ® Accurate: The boundaries described on the referenced plan(s)above and in the Abbreviated Notice of Resource Area Delineation are accurately drawn for the following resource area(s): ❑ Bordering Vegetated Wetlands ® Other Resource Area(s),specifically: Land Under Water Bodies and Waterways ® Modified:The boundaries described on the plan(s)referenced above, as modified by the Department from the plans contained in the Abbreviated Notice of Resource Area Delineation, are accurately drawn for the following resource area(s): ❑ Bordering Vegetated Wetlands ® Other Resource Area(s), specifically: Area below elevation 10.8 is Bordering Land Subject to Flooding as defined by 310 CMR 10.67 and not Land Subject to Coastal Storm Flowage,as shown in ANRAD. Resource Area delineated as Coastal Bank in ANRAD is Bank as defined by 310 CMR 10.54. Area of Historic Mill Complex as defined by 310 CMR 10.04 is modified per cover letter and is shown on the FORAD Plan. ❑ Inaccurate: The boundaries described on the referenced plan(s) and in the Abbreviated Notice of Resource Area Delineation were found to be inaccurate and cannot be confirmed for the following resource area(s): ❑ Bordering Vegetated Wetlands ❑ Other Resource Area(s), specifically: The boundaries were determined to be inaccurate because: Vlpafm b.dda•Appn,mK E•rev.200 Pew7of4 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: 064-0516 WPA Form 4B — Final Order of Resource Area Delineation Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Order of Delineation (cont.) This Final Order of Resource Area Delineation determines the boundaries of those resource areas noted above and is binding as to all decisions rendered pursuant to the Massachusetts Wetlands Protection Act (M.G.L. c.131, §40)and its regulations(310 CMR 10.00) regarding such boundaries. This Order does not, however, determine the boundaries of any resource area or Buffer Zone to any resource area not specifically noted above, regardless of whether such boundaries are contained on the plans attached to this Order or to the Abbreviated Notice of Resource Area Delineation. Signature: Kenneth L. Ki ell,Commissioner MassDEP This Order is valid for three years from the date of issuance. This Order is issued to the applicant and the property owner(if different)as follows: ❑ by hand delivery on ® by certified mail# 7o og 3//D owl&Iol �g�3 Date ate ��r� Wp6fam90.doc•Appe x E•rev.7NU Page 3Or4 Attachment D Grove Street Improvements NOI Plans April 23, 2014 (Under Separate Cover) Attachment E Site Photos �n -- I Ira A A��.,j�r I til :.+4 ��. • till � �..;� �''^l;. j\l\3 try ry I � • � _ �' cr Rve1� 74 • i t z � :� x� t � 4F`wY.l.�� � ♦ • l ,r_ vii ,,,,,�' �-.i- - k � � r ti ®aslRtaV a n'rv5i w`',at ac• $� � £��h 11 f ffa4 ti51�#� rY��L� • � 1�, � lj� r C i 1 tea'\ 1� ., (ilk �----�, _`�•. Awl �PR]p!. +�$RY Ti`9!R) `'►/Rr+�`,�,"4 r . "All Al *' � ➢^ 16T+"3'- _ I fi4�( 1 '' �: A 1, A AI��it `}��` `a \�\��•�, aJ l,.. ✓ �p� p ;.k sor r r j i t rF Vry 4 w1 . "g RS.✓ '� t r 7 , `moi"' ' ;.L. t .' / .✓�"`r F. x ��. Attachment F Stormwater Report L1Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program 1 Checklist for Stormwater Report A. Introduction Important:when A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for on the computer, p 9 9 use only the tab the Stormwater Report(which should provide more substantive and detailed information) but is offered key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, use the return the Stormwater Report must contain the engineering computations and supporting information set forth in keyVolume 3 of the Massachusetts Stormwater Handbook.The Stormwater Report must be prepared and VQ certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see page 2)that certifies that the Stormwater Report contains all required submittals.' This Checklist is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist,the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. ------------ 'The Stormwater Report may alsoincludethe Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stonmwater runoff to the post-construction best management practices. P For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. Grove St_stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 1_0f8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note:Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature �A,yenn44 o S. an o v U DAVID P. '� v v t GLENN m°c ® v C1 lL o 4 0.46664 s gnature and Date Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ❑ New development ® Redevelopment ❑ Mix of New Development and Redevelopment Grove St-stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 2 of B i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: ❑ No disturbance to any Wetland Resource Areas ❑ Site Design Practices(e.g. clustered development, reduced frontage setbacks) ® Reduced Impervious Area (Redevelopment Only) ® Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 ❑ Use of"country drainage"versus curb and gutter conveyance and pipe ❑ Bioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter ❑ Water Quality Swale ❑ Grass Channel ❑ Green Roof ® Other(describe): Deep sump hooded catch basins Standard 1: No New Untreated Discharges ® No new untreated discharges ❑ Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ❑ Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. Grove St_stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page i of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ❑ Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. ❑ Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. ❑ Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge ❑ Soil Analysis provided. ❑ Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. ❑ Sizing the infiltration, BMPs is based on the following method: Check the method used. ❑ Static ❑ Simple Dynamic ❑ Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. ❑ Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume. ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ❑ Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ❑ Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21 E site or a solid waste landfill and a mounding analysis is included. ' 80%TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. Grove St_stormwaler checklist.doc•04/01/08 Stormwater Report Checklist•Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ❑ Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas, • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas, • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system, • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. ❑ Along-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44%TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone Il or Interim Wellhead Protection Area ❑ is near or to other critical areas ❑ is within soils with a rapid infiltration rate(greater than 2.4 inches per hour) ❑ involves runoff from land uses with higher potential pollutant loads. ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. ❑ Calculations documenting that the treatment train meets the 80%TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. Grove St—stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 5 of 8 L Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) ❑ The BMP is sized (and calculations provided) based on: ❑ The '/" or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. ❑ The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other.third party studies verifying performance of the proprietary BMPs. ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads(LUHPPLs) ❑ The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ® The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. Grove St—stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 8 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: ® Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ® Redevelopment Project ❑ Redevelopment portion of mix of new and redevelopment. ® Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met)and an explanation of why these standards are not met is contained in the Stormwater Report. ❑ The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative, • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; Operation and Maintenance of Erosion and Sedimentation Controls, • Inspection Schedule; Maintenance Schedule; • Inspection and Maintenance Log Form. ® A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. Grove St_stormwater checklist.doc•04/01/08 Stormwater Report Checklist• Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ❑ The project is not covered by a NPDES Construction General Permit. ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ® The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ® Name of the stormwater management system owners; ® Party responsible for operation and maintenance; ❑ Schedule for implementation of routine and non-routine maintenance tasks, ❑ Plan shoving the location of all stormwater BMPs maintenance access areas; ❑ Description and delineation of public safety features; ❑ Estimated operation and maintenance budget; and ❑ Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges ❑ The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ❑ An Illicit Discharge Compliance Statement is attached; ® NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. Grove St—stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 8 of 8 Grove Street Improvements Project April 23, 2014 Salem, MA Stormwater Report For Grove Street Improvements Project PROJECT DESCRIPTION The City of Salem is proposing to perform roadway improvements to Grove Street from Harmony Grove Road to Goodhue Street for a distance of approximately 1,100 feet. Proposed project improvements will improve vehicular, bicycle/pedestrian movement and safety along the North River Canal Corridor (NRCC) by providing a consistent roadway cross-section and improve intersection geometry. With respect to stormwater management, the existing stormwater management facilities located within the project limits are comprised of a closed drainage system consisting of catch basins, manholes and piping. Proposed stormwater improvements include where applicable, retrofitting of the existing closed drainage system by adjusting, relocating or providing new deep sump/hooded catch basins, piping, and drainage manholes within the project limits. Segments of the closed drainage system to be abandoned or removed and proposed improvements are identified on the NOI Plans. Existing drainage patterns will be maintained as part of the proposed stormwater management system. No new drainage outfalls will be created as part of the project as existing storm drainage outfalls will be retained and utilized as part of the stormwater management system. Proposed roadway and intersection improvements will result in a decrease of pavement and impervious area within the proiect limits. The location and selection of BMPs are being evaluated to improve existing conditions such as water quality and minimize impacts to the greatest extent practicable of stormwater runoff to the North River Canal. COMPLIANCE WITH DEP STORMWATER MANAGEMENT STANDARDS As defined in Volume 1 Chapter 1 page 20 of the Massachusetts stormwater Handbook, (a.k.a. the MA Stormwater Handbook) this project qualifies as a REDEVELOPMENT project. The handbook states that redevelopment projects are defined to include "maintenance and improvement of existing roadways, including widening less than a single lane, adding shoulders, correcting substandard intersections, improving existing drainage systems, and repaving." and no net increase in impervious area The Project will provide needed improvements to the existing North River Canal Corridor (NRCC). As such, proposed vehicular, bicycle/pedestrian movement and safety improvements associated with the NRCC are in accord with this definition. Under the criteria outlined in the handbook "a redevelopment project is required to meet the following Stormwater Management Standards only to the maximum extent practicable: Standard 2, Standard 3, and the pretreatment and structural best management practice (BMP) requirements of Standards 4, 5, and 6." In contrast,the project must meet Standards 1, 8, 9 and 10 in full. The following summarizes the extent to which the proposed project complies with the new Stormwater Management Standards: Page 1 of 4 Grove Street Improvements Project April 23,2014 Salem, MA Standard No. 1—No New Untreated Discharges: No new untreated stormwater outfalls will be constructed as part of the project. Existing storm drainage outfalls will be retained and utilized as part of the proposed stormwater management system. The existing closed drainage system will be retrofitted,where applicable, by providing deep sump hooded catch basins. Standard No.2—Peak Rate Attenuation: The proposed project post-development peak discharge rates will not exceed pre-development peak discharge rates. Proposed improvements will result in an overall decrease in pavement and impervious surface area of approximately 64,190 s.f. within the site. Existing drainage patterns will be maintained as part of the proposed stormwater management system. Standard No. 3—Recharge: The intent of Standard 3 is to ensure that the infiltration volume of precipitation into the ground under post-development conditions is at least as much as the infiltration volume under pre-development conditions. The proposed project will result in an overall decrease in impervious area of 64,190 s.f., thereby, resulting in no loss of annual recharge to groundwater under post-development conditions. Standard No. 4—Water Quality: The proposed project meets the definition of redevelopment project, thereby requiring the 80%TSS removal standard to be met only to the maximum extent practicable. The proposed Deep Sump and Hooded Catch Basins typically remove TSS at a rate of 25%. While it is acknowledged that the proposed BMP will not meet the 80% TSS removal pretreatment requirement at the outfall, as a redevelopment project, the proposed BMP and 64,190 s.f. reduction in pavement area will provide an improvement to existing conditions. Standard No.5—Land Uses With Higher Potential Pollutant Loads(LUHPPLs): This standard is not applicable due to the fact that the proposed use is not associated with higher potential pollutant loads Standard No.6-Critical Areas: There are no stormwater critical areas located within the project limits. Standard No.7—Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable: The applicable stormwater standards have been met to the maximum extent practicable. Standard No.8—Construction Period Pollution Prevention and Erosion and Sedimentation Control: The proposed project involves more than one acre of earth disturbance. Therefore, a Stormwater Construction General Permit in accordance with EPA's NPDES program will be required. The need for a NPDES Permit also will necessitate the preparation of a Stormwater Pollution Prevention Plan (SWPPP). This Plan will be prepared by the selected Contractor and,as required, a copy will be retained onsite during construction. Page 2 of 4 Grove Street Improvements Project April23,2014 Salem, MA A Construction Period Pollution Prevention/Soil Erosion and Sediment Control Plan has been developed to address activities associated with proposed roadway construction in a manner that minimizes erosion, sediment, debris,and other pollutants from contaminating the resource areas and receiving waters.The installation of soil erosion and sediment controls will comply with the Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas (Massachusetts Executive Office of Environmental Affairs et. al.; 2003), and all aspects of Standard No. 8.These controls will be inspected daily and after each rainfall event, and maintained, as required, until such time that all disturbed areas associated with construction have been stabilized with vegetation and their removal has been authorized by the Conservation Commission. Construction Sequence The order of construction activities shall be as follows: 1. Place erosion and sedimentation control measures within limits of riverfront area resources and buffer zones 2. Remove and dispose of existing pavement and other site features,as needed 3. Soil will be removed as needed for roadway improvements. Soil to be reused onsite will be stockpiled at locations outside the 100-foot buffer zones,as determined by the contractor prior to construction. 4. Begin construction of roadway and sidewalks, including upgrades to existing storm drainage system. 5. Install proposed landscaping 6. Permanently stabilize all disturbed areas with loam and seed 7. Remove erosion and sedimentation control measures Erosion and Sedimentation Controls In accordance with the contract documents, erosion and sedimentation controls will be incorporated during all phases of the project. Temporary Controls: 1. Contractor shall minimize site disturbance as much as possible during the phasing of the project. 2. All areas to be seeded shall be stabilized as soon as the phasing and schedule permits. Areas outside the work limits that are disturbed shall be restored and stabilized as soon as possible. 3. No stockpiling of materials or equipment will be permitted within wetland resource areas. Temporary stockpiles shall be protected. 4. Silt fence/haybale/co mpost filter tube or approved equal will be placed to protect all wetland resource areas before the start of construction operations and removed following construction and site stabilization. Permanent Controls: 1. When the project is completed,all disturbed areas will be permanently stabilized by placing loam and seed. Page 3 of 4 Grove Street Improvements Project April 23, 2014 Salem, MA Vegetation Planting Disturbance to existing vegetation will be minimized to the maximum extent practicable. New trees will be planted,and disturbed areas within the construction footprint will be foamed and seeded, as noted on the plans. Standard No.9-Operation and Maintenance Plan: The City of Salem is responsible operation and maintenance of the Grove Street improvement project. The schedule for inspection and maintenance will be according to the municipality's annual maintenance program. Standard No. 10—Prohibition of Illicit Discharges: A"No Illicit Discharge Compliance Statement" will be submitted prior to the discharge of any stormwater to post construction BMP. Page 4 of 4 GROVE STREET IMPROVEMENTS NOI PLANS U ,EE t� OFSTATE FED.AID PROJ.NO. S NO.HEET SETOTAL TS MASS. — 01 10 v�� ARTM � Nw P L A 'IN' N I N G A PROJECT FILE NO.LG-4238 101116 1111 C 0 M M U 'I'Nl TY Pumw4k �E V E L 0 P M �E 1h\1' T TITLE SHEET & INDEX PROPOSED ROADWAY RECONSTRUCTION PROJECT FOR GROVE STREET IN THE CITY OF SALEM ESSEX COUNTY PEABO PROJECT END STA. 111+77.°° LIMIT O NOTICE OF INTENT PLANS N 3016139.3642 STA. 301+68.00 E 814864.5143 APRIL 23, 2014 REVISED MAY 5, 2014 NARMONyGROVFR O INDEX m 5�� SHEET NO. DESCRIPTION 01 ------------------------ TITLE SHEET & INDEX eFq��Rsr 02 LEGEND, ABBREVIATIONS & GENERAL NOTES eOs ONS �� r 03 ------------------------ KEY PLAN r F LIMIT OF WORK rR�F (p00 04-05 ------------------------ TYPICAL SECTIONS STA. 202+32.31ODyG �pG� 06-07 ------------------------ CONSTRUCTION PLANS t� 08-09 ------------------------ PROFILES 10 ----------------------- CONSTRUCTION DETAILS PROJECT BEGIN STA. 100+46.61 N 3015130.0371 R3µOF M4 E 815208.9847 orrtcHnAS�oyN AZZALINA n 1 CIVIL y L) No. 40 19 rn � . A a NAL PROFESSIONAL PROFESSIONAL ENGINEER PREPARED FOR: PREPARED BY: 500 0 500 1000 ��pKDITq� ENGINEERS SCALE 1" = 500• FST e v Since 1914 FAY, SPOFFORD & THORNDIKE FS&T DWG.NO. 5 BURLINGTON WOODS LG-4236 BURLINGTON, MA 01803 DES CHK DR CHK EST NOT FOR CONSTRUCTION ENGINEER IN CHARGE [King—h] — May 05, 2014 — 12:32pm — T:\LG-4238 Salem Grove St\Drawings\NOI\For Meeting 2014-05-08\Grove St Title Sheet—for NOl.dwg [TITLE SHEET €c INDEX] GROVE STREET IMPROVEMENTS NOI PLANS LEGEND ABBREVIATIONS SHEET TOTAL STATE FED.AID PROJ. NO. NO. SHEETS MASS. GENERAL SYMBOLS GENERAL GENERAL (CONT.) PROJECT FILE NO. LG-4233 ,0 8 EXISTING PROPOSED R RADIUS OF CURVATURE, RIM OR RECORD LEGEND, ABBREVIATIONS AADT ANNUAL AVERAGE DAILY TRAFFIC R&D REMOVE AND DISPOSE ABAN ABANDON R&DBO REMOVE AND DISPOSE BY OTHERS AND GENERAL NOTES ❑ CB D CB CATCH BASIN ADJ ADJUST RCP REINFORCED CONCRETE PIPE �— CI -p- CI CURB INLET ADJBO ADJUST BY OTHERS RD ROAD ® APPROX. APPROXIMATE RDWY ROADWAY ® FPL FLAG POLE BIT. BITUMINOUS O DI O DI DROP INLET RET RETAIN E BC BOTTOM OF CURB GENERAL NOTES RET WALL RETAINING WALL 1. 11 MB 11 MB MAIL BOX BCD BITUMINOUS CONCRETE DRIVEWAY THE CONTRACTOR SHALL NOTIFY ALL AGENCIES REQUIRED AND VERIFY THE LOCATION OF ALL ❑ CID CONCRETE RETAINI G CONCRETE POST BCW BITUMINOUS CONCRETE SIDEWALK FRONT Y AREA EXISTING SUBSURFACE UTILITIES PRIOR TO PERFORMING ANY WORK. THE LOCATION OF ROW RIGHT ❑ GR GRANITE POST BL BASELINE EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES ARE NOT WARRANTED TO BE EXACT. O GP GUARD POST (BOLLARD) BLDG BUILDING RR RAILROAD NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES OR STRUCTURES ARE SHOWN. THE AND RESET A O MP METAL POST BLSF BORDERING LAND SUBJECT TO FLOODING R&R REMOVECONTRACTOR SHALL CALL "DIG SAFE" (1-888-344-7233 OR WWW.DIGSAFE.COM) 72 HOURS BO BY OTHERS R&RBO REMOVE AND RESET BY OTHERS (EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS) PRIOR TO ANY EXCAVATION TO OBTAIN —D FL FLOW LINE R&S REMOVE AND STACK BOS BOTTOM OF SLOPE ACCURATE UTILITY LOCATIONS. MONITORING WELL CB CATCH BASIN RT RIGHT ADJUST MONITORING WELL CBCI CATCH BASIN WITH CURB INLET SESD SOUTH ESSEX SEWER DISTRICT 2. PRIOR TO THE INSTALLATION OF PROPOSED UTILITIES, THE CONTRACTOR SHALL EXCAVATE Q HYD HYDRANT CEM CEMENT SHLDR SHOULDER TEST PITS AT LOCATIONS OF UTILITY CROSSINGS TO VERIFY DEPTHS OF EXISTING PIPES, CI CURB INLET SMH SEWER MANHOLE CONDUITS OR OTHER FACILITIES AND AS REQUIRED BY THE ENGINEER. ' LPL LIGHT POLE SRW STONE RETAINING WALL CIP CAST IRON PIPE 3. THE EXISTING SURVEY IS BASED UPON ON-THE-GROUND INSTRUMENT SURVEY MADE {} UP/LP UTILITY POLE/LIGHT POLE CLF CHAIN LINK FENCE ST STREET CL CENTERLINE STA STATION DECEMBER, 2013 AND FEBRUARY 2014. COORDINATES, IN U.S. SURVEY FEET, ARE IN THE Q DMH QD DRAINAGE MANHOLEMASSACHUSETTS STATE PLAN COORDINATE SYSTEM (MCS), MAINLAND ZONE, REFERENCED TO CMP CORRUGATED METAL PIPE STK STAKE OR STOCKADE FENCE THE NORTH AMERICAN DATUM OF 1983, CORS ADJUSTMENT (NAD 83/CORS), BASED ON SMC'S 0 SMH QS SEWER MANHOLE CP CONCRETE PAD SSD STOPPING SIGHT DISTANCE OBSERVATIONS OF THE KEYNET GPS VIRTUAL REFERENCE SYSTEM (VRS) MADE DECEMBER, ® ADJUST MANHOLE CSP CORRUGATED STEEL PIPE SW SIDEWALK 2013, USING TRIMBLE GNSS GPS RECEIVERS. El CONC CONCRETE T TANGENT DISTANCE OF CURVE/ NJM WATER METER CONT CONTINUOUS TRUCK PERCENTAGE 4. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO SALEM CITY BASE VERTICAL DATUM, ❑ MON MONUMENT CONST CONSTRUCTION TAN TANGENT BASED ON THE ABOVE-NOTED KEYNET GPS VRS OBSERVATIONS, THE ELEVATIONS WHICH WERE ❑ CB CONCRETE BOUND CRW CONCRETE RETAINING WALL TEMP TEMPORARY CONVERTED FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO SALEM CITY ❑ SB STONE BOUND CW CONCRETE WALK TC TOP OF CURB BASE USING MASSDOT'S PUBLISHED RELATIONSHIP BETWEEN DATUMS OF 5.17 FT. DH DRILL HOLE DHV DESIGN HOURLY VOLUME TOS TOP OF SLOPE 5. STREET LINES AND PROPERTY LINES HAVE BEEN COMPILED FROM A COMBINATION OF DI DROP INLET TYP TYPICAL SURVEY CONTROL STATION DIA DIAMETER UG UNKNOWN GATE AVAILABLE PLANS, RECOVERED MONUMENTATION, OCCUPATION AND DIGITAL PARCEL MAPPING 0 TREE, BUSH OR STUMP DIP DUCTILE IRON PIPE UP UTILITY POLE OBTAINED FROM MASSGIS AND ARE APPROXIMATE. PROPOSED TREE DWY DRIVEWAY VAR VARIES 6. THE BANK OF THE NORTH RIVER CANAL AND BLSF ELEVATION WERE APPROVED UNDER A FINAL 0 FA FIRE ALARM BOX ELEV (OR EL.) ELEVATION VERT VERTICAL ORDER OF RESOURCE AREA DELINEATION (ORAD) ISSUED BY THE SALEM CONSERVATION EOP EDGE OF PAVEMENT VC VERTICAL CURVE COMMISSION ON JUNE 26, 2012 FOR THE ADJACENT LEGACY PARK APARTMENTS PROJECT (DEP P4 GATE VALVE EXIST (OR EX) EXISTING VCP VITREOUS CLAY PIPE #064-0516). THERE ARE NO BORDERING VEGETATED WETLANDS ADJACENT TO THE PROJECT LIMITS. ADJUST GATE VALVE EXC EXCAVATION WCR WHEELCHAIR RAMP F&C FRAME AND COVER WG WATER GATE CURBING F&G FRAME AND GRATE WIF WROUGHT IRON FENCE — — — — DRAIN PIPE FDN. FOUNDATION WIP WROUGHT IRON PIPE FLDSTN FIELDSTONE WM WATER METER/WATER MAIN — — — — GAS MAIN FIND FOUND X-SECT CROSS SECTION — — — — SEWER MAIN GC GRANITE CURB — — — — WATER MAIN GD GROUND GG GAS GATE `^ WOOD GUARD RAIL GI GUTTER INLET -Q -CLF4- CHAIN LINK FENCE GIP GALVANIZED IRON PIPE GRAN GRANITE -�-�- RETAINING WALL GRAV GRAVEL TREE LINE OR LIMIT OF CLEARING AND GRUBBING GRD GUARD - - - - - - SAWCUT LINE HLSD HEADLIGHT SIGHT DISTANCE - - - - - TOP OR BOTTOM OF SLOPE HDW HEADWALL - - - - - LIMIT OF EDGE OF PAVEMENT OR COLD PLAN & OVERLAY HMA HOT MIX ASPHALT HOR HORIZONTAL - - - - - 100 FT WETLAND OR 200 FT RIVERFRONT BUFFER HYD HYDRANT R.R 1L RAILROAD SIDELINE I OR INV INVERT E OR APPROX. PROPERTY LINE OR APPROXIMATE PROPERTY LINE L LENGTH OF CURVE — — — — — — — — — TEMPORARY EASEMENT LST LANDSCAPE TIMBER COMPOST FILTER TUBES LT LEFT MAG MAGNETIC BANK OF NORTH RIVER CANAL MAX MAXIMUM 200 FT RFA MB MAIL BOX 100 FT BUFFER TO BANK MH MANHOLE ——————— BLSF (BORDERING LAND SUBJECT TO FLOODING) MHR METAL HAND RAIL MIN MINIMUM ----- 100 FT BUFFER TO BLSF N/F NOW OR FORMALLY NIC NOT IN CONTRACT NO. NUMBER NPV NO PIPE VISIBLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION PKT PICKET FENCE POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE FS&T DWG.NO. PVI POINT OF VERTICAL INTERSECTION LG-423B PVT POINT OF VERTICAL TANGENCY DES CHK PVMT PAVEMENT DR CHK EST CHK NOT FOR CONSTRUCTION ENGINEER IN CHARGE [King-h] - May 05, 2014 - 10: 03am - T:\LG-4238 Salem Grove St\Drawings\NOI\For Meeting 2014-05-08\Grove St Legend Abbrev and Notes-for NOI.dwg [LEGEND & ABBREVIATIONS] GROVE STREET IMPROVEMENTS NOI PLANS STATE FED.AID PROJ. NO. SHEET TOTAL NO. SHEETS MASS. 03 10 PROJECT FILE NO. LG-423B KEY PLAN 100 FT BUFFER TO BLSF / LIMIT OF ROADWAY RECONSTRUCTION BLSF HARMONY GROVE ROAD EL STA 111 +77.00 BANK / N 3016139.3642 100 FT BUFFER TO BANK / E 814864.5143 o' ^ ^ ,` \ / / / �TA 110+94.85 GROVE ST CONST Q N lV / / / / / `L(BACK)= STA 110+94.85 ^ T I HARMONY GROVE RD CONST I ,� IL(AHEAD)= STA 400+00.00 GROVE I / IST (NORTH) CONST — — I � oIt ✓ l- J 0 ry x � / GROVE STREET (NORTH) / oo / r _ 401+ 40+1 83.20 /400+ -4-- - j� Q` / 00 / It pQ` r x0 b^ 4�- � 000, 1 / �Og+O . � G OVE STREET 10 +'00/ 105 00 — — i ou- / - { 1 6+00 -� /x o �_�STA 109+77.87 GROVE ST CONST i f / LSTA 300+00.00 MASON ST CONST / � '� � ✓,� / / / � ,� to } �� 28 GOODHUE STREET / / (AREA UNDER CONSTRUCTION) \ \ � / ,/ GO 010 \ / / 07 p STA 102+88.88 GOODHUE ST CONST `L(BACK)==� , / //�� / / coo p v r� \� I STA 102+88.88 GROVE ST CONST IL(AHEAD)= `STA 200+00.00 BEAVER ST CONST 06 / 100 FT BUFFER TO BANK 50 0 50 100 200 FT RFA LEGEND LIMIT OF ROADWAY RECONSTRUCTION SCALE 1" = 50' FSBT DWG.NO. SHEET NO CONSTRUCTION PLAN LG-4238 GOODHUE STREET EL STA 100+46.61 DES CHK N 3015130.0371 DR CHK E 815208.9847 EST CHK NOT FOR CONSTRUCTION ENGINEER IN CHARGE [King—h] — May 05, 2014 — 10:03am — T:\LG-4238 Salem Grove St\Drawings\NOI\For Meeting 2014-05-08\Grove St Key Plan—for NOI.dwg [Layoutt] GROVE STREET IMPROVEMENTS NOI PLANS STATE FED.AID PROJ. NO. SHEET TOTAL NO. SHEETS MASS. — 04 10 PROJECT FILE NO.LG-423B TYPICAL SECTIONS GOODHUE STREET PROPOSED HMA DRIVEWAY SURFACE: 2" SUPERPAVE HMA SURFACE COURSE (SSC-12.5) OVER 2" SUPERPAVE HMA INTERMEDIATE COURSE (SIC 19.0) BASE: 8" GRAVEL SUBBASE WIDTH VARIES (GRAVEL BORROW TYPE B OR PROCESSED GRAVEL) EXISTING ROW CONST WIDTH VARIES 5'-0" 10'-0" 6'-0" 11'-0" 5'-0" RET I PROPOSED CEMENT CONCRETE SIDEWALK I ESPLANADE CEM CONC ESPLANADE SHOULDER I TRAVEL LANE BIKE LANE EXISTING SIDEWALK CURB AND SURFACE: 4" CEMENT CONCRETE SIDEWALK (AIR ENTRAINED 4000 PSI, 0.75", 610) REM EXIST' MEET EXIST SIDEWALK BASE: 8 GRAVEL BORROW, TYPE B VARIES VARIES VARIES VARIES (4:1 MAX) 1,5%* (4:1 MAX) 6 ("2.0% TO 5.0%)-� PGL (-2.0% TO -5.0%) - - - _ GROVE STREET IMPROVEMENTS NOI PLANS STATE FED.AID PROJ. NO. SHEET I TOTAL NO. ISHEETS MASS. — 05 10 PROJECT FILE NO.LG-423B TYPICAL SECTIONS GROVE STREET HARMONY GROVE ROAD WIDTH VARIES EXISTING ROW I I 1 WIDTH VARIES 0 - 2'-0" WIDTH VARIES 0 - 2'-0" WIDTH PAINTED BUFFER PAINTED BUFFER CONST VARIES 5'-0" 11'-0" 1 11'-0" 1 1 5'-0" CEM CONC BIKE LANE TRAVEL LANEI TRAVEL LANE BIKE LANE SIDEWALK** RET I MEET EXIST-\ EXISTING VARIES (CURB 1.5%* 6 6% I PGL (2.0% TO 6.0%) - - PROP 4" CEMENT PROP FULL CONCRETE DEPTH CONSTRUCTION PROP 8" GRAVEL PROP GRANITE BORROW CURB TYPE VA4 (TYP) HARMONY GROVE ROAD ** PROPOSED DRIVEWAY STATION 111+36 +1- LT TO 111+67 +/- LT TYPICAL SECTION GROVE ST (NORTH) (STA 110+95+/-) TO STA 111+77 SCALE: 1" = 4'-0" WIDTH VARIES EXISTING ROW I I I I [ 1'-O" LEVEL WIDTH 1' VARIES -0" LEVEL CONST 5'-0" 0 - 5'-0" 5'-0" 11'-0" 11'-0" 5'-0" 5'-0" I CEM CONC GRASS STRIP BAKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE CEM CONC I SIDEWALK I SIDEWALK I MEET EXIST VARIES I VARIES 6" 1 VARIES SES VPR 1.5%* -2.0% TO -6.1% -2.0°o T (TYP 1,5°/m• (4:1 MAX) MEET EXIST MPXI ( ) PGL ( / O 6.0/o) PROP 4" LOAM AND SEED (TYP) PROP FULL PROP 4" CEMENT PROP ORDINARY DEPTH CONSTRUCTION CONCRETE (TYP) BORROW (TYP) PROP GRANITE PROP 8" GRAVEL CURB TYPE VA4 (TYP) BORROW (TYP) GROVE STREET TYPICAL SECTION BEAVER ST (STA 103+40 +/-) TO GROVE ST (NORTH) (STA 110+95+/-) SCALE: 1" = 4'-0" * TOLERANCE FOR CONSTRUCTION t 0.5%. FSBT DWG.NO. 4 0 4 8 LG-4238 DES CHK ALE 1" = 4' OR LHK EST CHK NOT FOR CONSTRUCTION ENGINEER IN CHARGE [King_h] May 05, 2014 — 3:30pm — T:\LG-423B Salem Grove St\Drawings\N01\For Meeting 2014-05-08\Grove St Typical Sections—for NOI.dwg [Typ Sect 2] I Gr GROVE STREET IMPROVEMENTS NOI PLANS �� TAL STATE FED.AID PROJ. NO. SHEET SHEETS m2�° A'N Jim m F 3o Fr�3 go°� l / MASS. - 06 10 "O p oor 020 ��' e<e�4$286?ss �� / / PROJECT FILE NO. LG 4236 \` qRr✓ ry 0 / mob. _/ °¢ 00 8 Q 4 �o 4'\�Ro er�FR /�s �•/ �� o / / CONSTRUCTION PLAN PART 1 OF 2 'l7 6j \\ `�C` ([�� ` AG Ty✓S q FTOp ¢ '41 "F6y pp \ pqp�Qp�p SSs'O`° / /('t•',� ' \ h.�S"� M 3° 2°?> 075 CpAgnp^✓' \ �eM r\ C �g _ ,°7 /•/ ^I b � 87-919 436TT r qo sr 5,, PROP AIry4�2r \ \ N a e4 FA°sr � BET CURB ST Oid °k ?S ks p03,9 N 197 ° / /r ¢ p c As N hC \p ?� ri0h/ w STpA/ 0 MqA 6 q £ ?9 \ \ / b � P SAWCU c o e o \ 0 - c5. m Usr g0 k`t!q k _ / / u o eeEiE70P 3" CURB °oy ;/ ��� 4'/ oRr ° R o l� 2S 36 / / Q Q REVEAL co r Q r 4 p erns MqcF'N / 4�y�ryo PROP CEM o °� a, o �a � ' CONC WCR �� m°.yti �� o �n / � m o ^I PROP 12" �°� pow '�7 h� , / ye v CLASS V RCP .` CID 11 R&R EXIST FEN rob° a o /(�^� N) �n r \ ' "�� , CV 4 =r� RET IST GRAN STEP S 20 REWOVE EXIST�B 2��y� / / \ 1 \v �'Az / ` �p� Z,�\Q C pry j'tv / PROP DRAIN MH TYP �C67 / a ao v Q�Q v (TYP) / 0 s °�. PROP 12" RCP RETAIN EXIST RETAINING WALL � _ / REMOVE STUMP., 0 m° PROP HMA DRIVEWAY �v \ STATION#2 DH SET ti �_ , \ / PROP SAWCUT N 3015332.47 \ �\ v U �' ( BLSF E 815013.27 y>b• yj \ \ / \ ELEV=23.56 am ` ABANDON EXIST CB PROP 12" CLASS V RCP AND PIPE ! \ RETAIN EXIS� MAP 5 LOT 0236 / L� F MRM P ,JJECT MANAGEMENT to / P P LOAM ooy� HYDRANT BOOK 25,700 PAGE 109 / #64 O& SEED p 1 STORY MASONRY PROP CEM CONC WALK (TYP) o� �` "C)/cv - RRT1s 27 ti� REMOVE EXIS 12"RCP ° SIDEWALK R&S EXIST GRAN CURB BANK 100 FT BUFFER TO BLSF ` tOCRCP- 1=10 =\ 1f CAUTION / PROP TEMP EASEMENT ° / \ / �� DANGEROUS/ �1 \ 110%\0\ / PROP SLOPE LIMIT (TYP) z WG , P A 6 AHEAD / c 6 R=18 =6 � < ✓T°p / PROP COMPOST FILTER TUBE (TYP) c PROP CEM CONC WCR ` �w SIN \ RETAIN UPS sse rc J/ R&S CURB STONE Z 11 N PROP HMA DRIVEWAY MAP is Lor 0237 � W R&S CURB STONE N/F MRM PROJECT MANAGEMENT N ZZ = BOOK 25,700 PAGE 109 REMOVE EXIST SIDEWALK BIT c� l REMOVE EXIST CB _ c.1 � / I PROP CEM CONC WCR \ �� PROP DRAIN MH PROP SAWCUT _ PROP 12" CLASS PROP LOAM & SEED \ 1 R�1s.56 � '� �sA PROP HMA / � ADJUST GATE o. voeR DRIVEWAY ' PROP APPROX TREE °B' \ (TYP) \\ °Nsr&U°r; p 13 43N /sss Coco �� RETAIN EXIST LOCATION (TYP) �� c8 m° z s� �a (EO))OVE UP ET) CLF R=12.97 ADJUST EXIST 0 ` R,,. %c / 6'D R Q NPV / ❑ U ❑6 �- - - - -w ^ ccv° (RET) �/ 4 ce v TR � - - - - � MHR MONITORING WELL TYP 2 we l �2 �,�,- (TYP) \R-=15.43 -Fob ' `30" „t ��. ._.._ f '^_ FOOTING' h.,er T� _ R&S EXIST CURB (TYP) - - .PROP-1- V'GU \ -r-472 �5 �- 00 g / / PROP GRAN CURB wG °�wc -4005, - V ECP _,. I S_ R&R UP ecw _ CLASS _ (BO - 0 _ - 30" ✓h UPJLP 22 7 BIT CONC DRIVE o� °�G 5y5 PROP G M CONC TYPE VA4 TYP 'C=225.86_ �� sMH + we # / 72 I 15 bpd�'PG4 PO° G' c ( )_ �� -F-450-00' R=14.49 S R i3.96�OJr DO' EG.NC - 6 13.92 MP563 e ��° WCR I 400 -�_� � / -0 NPv PCA �� o� w: • G I'E�_ R&R UP (g D-- -� - PROP HMA DRIVEWAY z P� �`' �,1p3 � CONST ,o .® ® ���. ® m o S=s.3 °S�so' 1 Tye • w . . ; R=13. z �•• I �. P7- ��y, `�,,., IIj 3o"cove - tiV - � '� .Q (AD,I� +8,p 102.66aL PC �a 5^RCP-cp m ® ® 8 or, --- r +83.84-._ � 7 z <i uc J �` T.. � 06±00 1= 0 ��0 ` R=136 / 039 R&S EXIST CURB STONES (TYP) otrR l �PLA;E SMH 29600 C _ _ 6 3.7 R-13.8' - CU R =1 Z9 j V0` MEET EXISTRCH-13.24 _....8C4'✓ - .�- �6 VCP G �..� -_L1Gw `x _ = _ R-13.75 PROP COMPOST FILTER TUBE (TYP) oGG°PP /i/ ,y� WALK NPV MHR -7 3 - 'i �P-13a7 ccs - Es o 1 /°� / ♦®/ kCJFj. pREK '` I DEBRIS®10.6� rN CC; \C IN k / ®®/ I VAULT APP °OTI CB / ® l RO NG GG PROP GRAN CURB TYPE VA4 (T 7 6 ��G� �o� nE"�� i ® r, 15 oP °N I Row=:3.e VAULT °F sioet n °Cq no - -IR,,F a - R=13.54 R=13.50 F s o�R oo��Ee p�E` a ® / / ZE aN I CONVERT CB TO MH s=-3. R=13.95 n �r oceuaarloN°\ No access t / o / GON R� I PROP DEEP SUMP CB (TYP) ` ��.41T N PARKIN GG / L i'a �: �a G TOW-9 0 h PROP CEM CO;N EWAL / I •,, / d® / PROP CEM CONC WC\ s=-1.7 "- / ® / I �� \� ADJ GG' LOCATo GF G ' .••' /, s (MEET 28 GOODHUEtT\ PROP CEM CONC DEWALK �' GB PROP CEM CON TRANSITION // •�/ �s 1 � �� R=13.27 (BO)(TYP) / sIDF'_,N GRADES I STATON#2025 a� �� NPV 441, / PK NAIL SET PROP CEM CONC CR TYP ` TDw==10.7 -S._.S.D. 1939 PROP / ADJU TMH TYP MAP 16 Lor 0372 ( ) ��� � ( ) N/F NORTH RIXR CANAL, LLC II E 815168 588 �[/ - �PVLT CEM CO S-'nON#1 BOOK 22,202 PAGE 393 k\40 / v�" o^/=,c�0 / �.� \ 200 P1 HFA 28 GOO HIJE STREET ELEV=14.56 swrPa.s3SIDEW K NK3oi NAIL T3 / r, OkO AREA U DER E 815148. O o o" N G\\ PR9P-COMPO ILTER TUBE (T�'P) \ 1` PROP SAWCUT / ELEv=13 3 / /bb AT GKADE ' 1 \ RETAIN CURB ti/ aPvCONSTRUCTION Q PROP HMA DRIVEWAY PROP SAWCU �� , q�-� / f��° �i� i �LE�I °s �P �\ Hoo° �szR��o� PREP LOAM / / o� RU ERIZED ' o� j• a> ��9 / l STAT\ - - �R Goy - - - - - - ' PROP TEMP EASEMENT & SEED �� C OSSING _ / Q 2 / PANELS �`�• % �P 5� 'c i L ST NAR _ PGN �TA 102+88.88 G©ODHUE ST CONST BACK - / N 301530.43 F0\3 ( ) 100 FT BUFF RTO BANK i „ ��4 �.•' `/ �'� _ D STATION#7 \ E 815195\.4) MAP 15 LOT 0371 / / PROP 3 # c ELEV-14. 3 G ( STA 102+88.88 GROVE ST CONST E.(AHEAD)= �- N/F PHILSON LIMITED PARTNERSHIP / Ee MAG NAIL �� 4 / / CURB BOOK 13,252 PAGE 572 . •/ 66 ♦ / N� N 3155806.37 \ STA 200+00.00 BEAVER ST CONST It / / / / / REVEAL 3 / \ E\'815183.18 \ L- , j / EL\V=14.29 \ / / a / ADJUST METAL Gr v y� Cl PLATE i 28 GOODHUE STREET 0o C `� AREA UNDER CONSTRUCTION FLG 4236 / l7o V� LIMIT OF ROADWAY RECONSTR C\TION / / s / FOR PROFILE: SEE SHEET 08 NOTE: DES CHK � GOODHUE STREET �. STA 100+46.6"( / / SILT SACKS SHALL BE USED ON ST °HK N 3015130.0371 \ \\ 20 0 20 40 / ALL EXISTING AND PROPOSED CATCH EST CHK E 815208.9847 \ / MEET EXISTING N Svc � \\ SCALE 1" = 20' BASINS WITHIN THE PROJECT LIMIT$ / NOT ,OR ONSTRUCTION ENGINEER IN CHARGE n4°° \`s`•(All [King-h] - May 05, 2014 - 10:03am - T:\LG-423B Salem Grove St\Drowings\NCI\For Meeting 2014-05-08\Grove St Construction Plan-for NOI.dwg [Sht 01] / / / /� /•,j GROVE STREET IMPROVEMENTS NOIP ANS CEMETERY / / MAP 16 LOT 0377 / o- SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS/ N/F HARMONY GROVE CROP / / 1 / / BOOK 1982 PAGE 180 0 MASS. - 07 10 LIMIT OF ROADWAY CONSTRUCTION //;'/ / PROJECT FILE NO. LG-4238 HARMONY GROVE ROAD STA 111 +77.00 / /I: /� br CONSTRUCTION PLAN N 3016139.3642 PART2OF2 v / � O a4� / E 814864.5143 MEET EXISTING PROP SAWCUT HARMONY GROVE CEMETERY / PROP HMA DRIVEWAY MAP 16 LOT 0242 N/F HARMONY GROVE CORP BOOK 562 PACE 0 / RETAIN EXISTING WOOD GUARDRAIL 12 PROP HMA SIDEWALK R&S CURB STONE 445 RETAIN EXIST FENCE PROP CEM CONIC WCR STATION06 / ( R&R / o`' UJ� REMOVE EXIST CURB INLEAc NAIL SET UP (BO) ! / Q a PROP HMA SIDEWALI o_-3Z99 2 7 LIMIT OF IS Q c6 19925.37 MEET EXIST N,G UP/LP#3032 m ��� -SR r �NPvB �2 PROP LOAM & SEED STUMP Q= / 3 a DES J N5.8 20"STUMP STUMP p / / / .. STOP 0 4:n�T / / I HARMONY GROVE RD 03 / STA 110+94.85 GROVE ST CONST 'L(BACK)= ROVE ST sr 24"D (RET) _ _ - - - - - - - - - - - -� / (RET) STUMP GRA cw / / I STA 110+94.85 HARMONY GROVE RD �' - _! Bcw s {� aon.,� G O t (REI')-- (RETS STOP AHEAD GRA55 CONST 'L(AHEAD)= o / �x� UP/LP 778 -Y uP#77, / �0 7 c,ViP� / I y I w �. # GRASS H ,D _ ) 100 FT BUFFER TO BLSF STA 400+00.00 GROVE ST (NORTH) CONST /���K _u _. PC7_ - -401583-2'0 / �� / L- 4 /l-71/ o +71.51 $01 OCS ;AV MIEN, .` + 634 . . . . . 906- .-099.34 / I ooR MH / , 284.00 CDN 5883'_- - - _ 1=28.66 a pp / G�- 51 .. . - 1- =5.a0�- 1=29.7 _ ► - ST ��'- - - -o- GROVE R _ -I DUH R=35.2 / PROP LOAM & SEED J 40 1 /n y 12"v_P / PROP CEM CONIC WCR �� ``�, SIMI, �pi 23�2� - '4 = - STREET `cRCo W z I o w / P' PROP LOAM & SEED r co __ haNR __-- c op ,1 R,-24.7 DML - - g 4'cUF o / / PROP HMA . -26.40i ? � � / Euy- srtwl Z 1 DRIVEWAY 9 i / / / %1.\ �ooDED z R&R EXIST FENCE Z LU / BLSF W RETAIN EXIST _0 10 1 PROP CEM CONIC WCR a WALL �� / / ass l\, " / I ILI `V o / z. tASE_J Q 1 #50 � (RET) %� f J �(t<�^' „Ppp 0 T10N I 0�� / 0 rH= c��nrE / Q �E„ ,v 3 STORY BRICK o i C PROP HMA DRIVEWAY \ PROP CEM CONC R&R BOUND 0 22.2 ' �wv � / 1rO RET) �v 0�l cr n / SIDEWALK (TYP) m I FA's ' �� R� ��° � / # v� PROP HMA SIDEWALK PROP HMA SIDEWALK 00 / 100 FT BUFFER TO BANK RETAIN EXIST STEP RNGGeG w / r8 a c A / �� � > n o / I RETAIN EXIST RAIL ,��P /g/ O� �c j wo` PROP CEM CONIC WCR PROP TEMP EASEMENT I W OP LOAM n Q� / , ` REMOVE EXIST PAVEMENT MAP 1I LOT 0238 & SEED 0 / / a / N ( 50 GROVE 5;. REAL ESTATE, LLC � a CAUTION PROP LOAM & SEED / LCI 74834 RET BCYd �� �� v°��a��p/� �� 4C� _ _ HIDDEN DRIVE ( ) 1i ° STOP PROP GRAN CURB PROP HMA DRIVEWAY / % a y �J f ti -�j`�� R `2R UP 13 c a. GRAN N MAP rr of s MACK PA PROP SLOPE LIMIT (TYP) W / �3 � 0333 PROP TEMP EASEMENT TYPE VA4 C PR4 SLOPE LIMIT (TY ) �yF ��� �� SALEM PROP GRAN CURB / ( ) RtTAIN TREES / I�� / �/ cao \� �� �I I �O �� �N e Y�) R= .97 PROP CEM CONIC R&R EXIST FENCE ET USP / R&R / ttd �� �� f� TYPE,,VA4 / R/ ^cam l / 6 9� /I/ ADJ ST q6� �g �i ' v 'l SIDEWALK (TYP) / � ` PROP CEM CONIC / PROP COMPOST MH (TYP) RXNc K gg01 • / 7 P� 1 / ABANDON EXIST CB AND PIPE \� r, S DEWALK FILTER TUBE (TYP) \14 - � - 0 - PROP GRAN CURB gkv ti FL \D r MAP 16 LOT 0237 vo 6th / "� ,c1GR p� �Cg/a7 , � r� �, �,.. a �,�\ STATIONy+t N/F MRM PROJECT MANAGEMENT R&R / 00 g3 SMN 06 q &Sl �m16 ' �'� . a°2, (�tt` r �' PLANTED p0 I \ \ STK/NAIL SET TYPE VA4 (TYP) I BOOK 25,700 PAGE 109 ?"t '?"1 GG655 / , 1� �8�R/ /Vp �= UP (BO) / o� / C pv NOP / gyp( PN�J / 17 Dti1 v`y / R 1S a2 ° / I I �� :i N P15090.5.34 2 PROP SAWCUT oa Y "' I ELEV-= 09 PROP APPROX T EE r '� `� / 5 6;8g5� / i / // / \6•p GI �\ GRq f1T OT S PROP HMA 1 }TROP 12" Q �� SON / i C�f� \j I RET LOCATION (TYP) � ' (R T�/ 4 -' G�,. -�""�r •'/� - � R,w=153 10 `%< R�a ��� g P/LP#9465 DRIVEWAY ' CLASS V RE VE UP �, �i'" 2k�w�/� ,� i _ / ,R,1g z„ �I 1 T�149 t \ �� I' STOP AHEAD PROP CEM CONIC WCR f II RCP #77 OLD) / / \ / �' / 15 /C� H 11 \R \ I NO PARKING'� cW / T \ A �� z I THIS SDE of STREET PROP CEM CONIC WCR :12.97 ' PROP / / sT P J 'N/ R kpg Gk��� / c^w >. x �h W GUTTER I\ v Jwa - R' G / - - " rO OM N INLET �: :•:c �0 9 osstNo -��°y���i �� ONSjAPPRO> oo m /�- � COIN.,. -� � �tl�' ..._._._,� �yam_� � � � � p� R p�Ro oc I STA 109+77.87 GROVE ST CONST - - !IF (Y U - �� o '+ GO DELINE" a t (RE�) z I � uP/LP 22 772 BIT CONI DRIVE - �/ / 3-13 g2 ' G 'N ¢ o LSTA 300+00.00 MASON ST CONST E J / Q A`l .' / -,S R� &v) / /�ABAN EXIST CB N � n !o wG 2 k`L /i �URe '''' AND PIPE /� I° s (RET) ti N ��! R&R UP (B DM Z` f s'Te L7 `? 0 R ' '� S / o o �!, �EMODEL EXIST DMH PC R=13.82 6L°�° I /� C_s-c / / ADJUST LINE 8Y OCCUPATIO 1 \ (I�� _+83.84 1-7 2p% uc 16"RCP ? T �-�, ✓�� �2' N v a''/ / " _� / > GATE TYP 1 -10�00� " ' R=13.63 -� i- s 4 �� GATE (TYP) PROP CEM CONIC WCR `) 2 0.39 , O N MAP ' LOT 0367 to r- „ -�-$_ - 0' Ov�� �� 4 ! /- RWD HOLDINGS, LLC PROP 12 CLASS V RCP J P I I PROP 12 RCP CLASS V r 6^vcP= Jam- �6 "'3 PF?ox/ R �o a / BOOK 21,010 PAGE SJ7 / PROP HMA WALK aa. --n ��i1z9" ; 1 / �j / „ 3- ACU -- =13.75 !" � 12T�w / � / �� / <Vw; G(A � r-_ 13 � MAP 16 LOT 0366 R=13.67 GCr'� j, SES.D•Rcc Tc�l3.G � .. �-� � � � / WSKI N F ZYGMUNT & EMILIA JANKO BOOK 5147 PAGE 759 GB A Kc INNER GON J RET GG G &R MAP 16 LOT 0 '6 (RET) R=13.50 s ' x. / PROP HMA DRIVE REMOVE EXIST PAVEMENT R=13.54 ,,, c^ F N/F P-MAC PROP COMPOST L--.. 2s"E ;,= ARKIN - GG NO ACCESS / / / �DTcONF��ur BOOK 17,434 PAGE FILTER TUBE (TYP) ,� PROPS OAM`"EED (BO) / -J f �l FOR PROFILE: SEE SHEET 09 '� �R PROP DEEP PROP LOAM PROP CEM CONIC PROP 12" CLASS V RCP ��Iz ; ADJ GG7, LocAno ofd / / o I ' ,v�;v NOTE: (BO)(TYP) / sID _,NES / / SUMP CB (TYP) & SEED SIDEWALK / No (� t �. 1939 PROFY �� �� / PROP HMA DRIVEWAY I / �s R=33.19 GO I I SILT SACKS SHALL BE USED ON R=33.52 we L, (� ALL EXISTING AND PROPOSED CATCH PROP GRAN CURB / / N I CEM CO S',TION#1 1 REMOVE EXIST CB TYPE VA4 (TYP) J ADJ GG (BO) (TYP�- a �i/ PROP SAW CUT BASINS WITHIN THE PROJECT LIMITS FSdTDWG.NO. 3.6 SIDEWPK -K NAIL SET `C / / r PROP 10" DIP = f =-3.3 N 15148.1. 9 O o PROP DRAIN MH (TYP) / PROP TEMP O LG-4236 E 815148. . a .� ELEV=13 -3 / oo AT GLADE O �L/ '^ 12"D / EASEMENT Q UP#3949 Des CHK PREP LOAM ohm RU ERIZED / / / v ° ° �' HIDDEN NDI:,v LI F DR CHK "' /NDia C RU / 200 FT RFA / / Q o / SPEED LIMIT 20 MIT Q WORK & SEED Q 2� PANELS 20 0/ 2O 4O ECV/ (Q4 ', NO PARKING THIS EST CHK / / r ��Q , �� SIDE OF STREET MASON STREET PROP 3" „ _ r W,, MEET STA 30�+ NOT FOR CONSTRUCTION CURB / / SCALE 1 - 20 Q��� ' f W EXISTING 68.00 ENGINEER IN CHARGE / / REVEAL / \ z4'D N _ rn� Q �\ [King-h] - May 05, 2014 - 10:03am - T:\LG-423B Salem Grove St\Drawings\NOI\For Meeting 2014-05-08\Grove St Construction Plan-for NOI.dwg [Sht 02] GROVE STREET IMPROVEMENTS NOI PLANS SHEET TOTAL STATE FED.AID PROJ. NO. NO. SHEETS MASS. — 08 10 PROJECT FILE NO. LG-4238 PROFILES LIMIT OF ROADWAY RECONSTRUCTION GOODHUE STREET STA 100+46.61 N 3015130.0371 E 815208.9847 MEET EXISTING HIGH POINT ELEV = 15.71 _ HIGH POINT STA = 102+_9_0.73 LOWPOINT_.ELEV=14.25 PVI STA=103+00 OW POINT STA = 104+88.33 PVI ELE = 15.86 PVI STA = 104+73.50 A.D. -1.55 PVI ELEV = 14.20 K = 1.54 A.D. = 1.20 80.0 ' VC K = 41.67 50.00' VC O N O DO ( N OO V O r + cy) LO CID LO 20 GOODHUE ICT STREET _ v C6 NLO o U J W `— + + d W 5 W O II W p GROVE STREET j w 5 w H W 6 w o o a a ; o- 0_ w Zo Z d. 4. F- 60% -0.96° z w 0.24% A -0.50% ( v y EXIST GRADE PROP GRADE z O z 0 1= z !2 O I— > — Q > w w w J w 0 W O H00. ZO O F- d O DATUM ELEV w a w W 0.00 DATUM ELEV 0.00 In � M N � O � ^ N a) � � O � M O � � � MN � � d7 r � ate- �. V In ui ui V5 In to U-) L6 U7 4 �' V' V .0 '7 co M co C6 101+00 102+00 1 103+00 104+00 105+00 106+00 1———————— STAT70N#7 STAT70N#2026 FTA 102+88.88 GOODHUE ST CONST EL(BACK) STATION#2025 STAT70N#1 MAGN4ILSET PKNAILSET 1 STA 102+88.88 GROVE ST CONST FL(AHEAD) = I PKN41LSEF PKAWLSET Ekvatian=14.29 Ekva§cn=14.03 1 STA 200+00.00 BEAVER ST CONST E Ebvebon=14.56 Ebva6on=13.73 Sha. 101+29.13,569'RT S(a 101+44.09,2a6TRT L——————————————————I Sb.104+45.9,1 59.41'RT Ista. 106+1x04,20.2ZRT GOODHUE STREET/ GROVE STREET FSBT DM.NO. FOR CONSTRUCTION PLAN: LG423B SEE SHEET NO. 06 DES CHK HORIZONTAL DR CHK 20 0 20 40 EST CHK 4 0 4 8 VERTICAL NOT FOR CONSTRUCTION SCALE IN FEET ENGINEER IN CHARGE F ing—h] — May 05, 2014 — 10:04am — T:\LG-4236 Salem Grove St\Drawings\N01\For Meeting 2014-05-08\Grove St Profiles for NOI.dwg [Grove St Prof 1] GROVE STREET IMPROVEMENTS NOI PLANS STATE FED.AID PROJ. NO. SHEET TOTAL NO. SHEETS MASS. 09 10 PROJECT FILE NO. LG-423B PROFILES LIMIT OF ROADWAY RECONSTRUCTION HARMONY GROVE ROAD EL STA 111 +77.00 i N 3016139.3642 E 814864.5143 MEET EXISTING HIGH POINT ELEV = 26.00 HIGH POINT STA = 110+94.90 PVI STA = 111+27 PVI STA = 109+84 PVI ELEV = 26.61 PVI ELEV = 24.47 A.D. _ -8.38 A.D. = -4.60 K = 11.93 K = 21.74 100.00' VC 100.00' VC PVI STA = 108+30 m PVI ELEV = 15.07 v N + °O A.D. = 4.82 M N O 6 + L r N K = 31.13N WPOIN7L-EV=1-3-5 _ I - -w LOW POINT S--A= 106+78.03 150.00' VC 5 w a w HARMONY GROVE ROAD + N PVI STA = 107+00 + v `' PVI ELF I = 13.40 o 04LO 5 w A.D. =[ 1.78 + > w K = 56.07 1.50% a w 100.00' VC w w _6 49890 _ o _� _. _ (+O M O r z r r r > GROVE STREET W 0 V J w ZZ a w a Lu Z Lu EXIST GRADE U N 0 0 PROP GRADE z z0 0a Q �j W J J w w 0 Ur w z H a- LnO xx DATUM ELEV w (L0.00 OC) r � 00 r0 00 Mh Do NM V7M � M0 000 ON 00 d. co co � LOwi (0 (6 0) 6 NN LO L6 (0 L6 � � r � 00 r r N N N N N N N N N N N N r 106+00 107+00 108+00 109+00 I 110+00 111+00 112+00 -� --- — 1--------- STATION#1 TSTA 109+77.87 GROVE ST CONST �—_ , 110+84.85 GROVE ST CONST EL(BACK) = PKAWLSErI STA 300+00.00 MASON ST CONST EL —J i STA 110+94,85 HARMONY GROVE ROAD GROVE sb 1o6+faoa p2zR• I CONST (AHEAD) = I STA 400+00.00 GROVE ST(NORTH) CONST EL GROVE STREET/ HARMONY GROVE ROAD FSBTDWG.ND. - FOR CONSTRUCTION PLAN: LG-423B SEE SHEET NO. 07 DES CHK DR cHK HORIZONTAL 20 0 20 40 EST CHK 4 0 VERTICAL 4 8 NOT FOR CONSTRUCTION SCALE IN FEET ff CHARGE May 05, 2014 — 10: 04am — T:\LG-4238 Salem Grove St\Drawings\NOI\For Meeting 2014-05-08\Grove St Profiles—for NOI.dwg [Grove St Prof 2] GROVE STREET IMPROVEMENTS NOI PLANS 24!'X24!' SQ. 4 FLANGE STATEFED.AID PROJ. NO. SHEET TOTAL NO. SHEETS CAST IRON FRAME AND GRATE MASS. — 10 10 PROJECT FILE NO. LG-4238 00 CONSTRUCTION DETAILS 8" 2'-0" BRICKS MAY BE USED FOR z GRADE ADJUSTMENTS. FRAME iv TO BE SET IN FULL BED OF 8"±1" DIAMETER MORTAR RETRIEVAL STRAP O GEOTEXTILE SKIRT = zo MORTAR ALL JOINTS, TYP. WEEPHOLE X48 36" w w (OPENING TO BE FILL ANNULAR SPACE WITH - PRECAST IN NON–SHRINK GROUT ::;;:;• ;;;;;;;;,,,,,,, �� . ....::::.:::: ;;.>......: RISER SECTION :............... ;;:;• ;;::.�� ti ...� a V) SEE NOTE 1 W Off _1L-- z CATCH BASIN ~ L` cn v) 0 OUTSIDE OF GRATE `ter _ ___---- PIPE + 2" GEOTEXTILE FABRIC `" > z CLEARANCE OVERFLOW = -`- OVERLAP FABRIC C 0 PROVIDE 'IV' OPENINGS 5 MIN. NP' 1 '-0" MIN. FOR DETAILS OF BASE AND JOINTS, SILT SACKSEE DRAWING NUMBER E202.4.0 OF 5" M N. THE 2012 MASSDOT CONSTRUCTION NOT TO SCALE CATCH BASIN HOOD R..a.,.c a..o..a..o..q.�..q..o..q..o.. ..o..o..o..q..o..o. STANDARDS. FOR OUTLET PIPES ;.o.:,:a..,:o...,:p...:p.,.:p.:.:p...: ..,:o.:,:o..,:, 12" COMPACTED CRUSHED STONE BASE NOTES: WRAPPED WITH FILTER FABRIC 1 . DETAILS NOT INDICATED ABOVE ARE TO BE SIMILAR TO THOSE SHOWN ON DRAWING NUMBER E201 .4.0 OF THE 2012 MASSDOT CONSTRUCTION STANDARDS. 2. FACE OF PIPE SHALL NOT PROJECT MORE THAN 4" FROM FACE OF WALL ALONG CENTERLINE OF PIPE. 3. 0.12 SQ. IN/LIN. FT. REINFORCEMENT IN ALL SECTIONS. PRECAST CONCRETE CATCH BASIN NOT TO SCALE TUBES CAN BE PLACED DIRECTLY ON 2 IN DEEP x 12 IN WIDE LAYER OF LOOSE GENERAL NOTES: EXISTING PAVEMENT COMPOST MATERIAL PLACED ON 1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO WHEN NECESSARY. °° °O° UPHILL/FLOW SIDE OF TUBES TO FILL 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H: 1V OR STEEPER. ' SPACE BETWEEN SOIL SURFACE AND LONGER SLOPES OF 3H: 1V MAY REQUIRE LARGER TUBE DIAMETER OR °a° TUBES. ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. DIRECTION OF FLOW REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH in ° LONIGER OR STEEPER SLOPES. EXISTING COMPOST FILTER TUBE 2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR PAVEMENT ° MINIMUM 12 INCHES IN DIAMETER WITH AN CONCENTRATED FLOW. ° EXISTING HEADWALL EFFECTIVE HEIGHT OF 9.5 INCHES. 3. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS. OR OTHER 4. CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE OBSTACLE TUBES FOR COMPOST FILTERS SHALL BE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF STORMWATER RUN—OFF. JUTE MESH OR APPROVED BIODEGRADABLE MATERIAL. ADDITIONAL TUBES SHALL BE USED AS REQUIRED BY THE ENGINEER. PROVIDE A 3 FT MINIMUM STREAM OVERLAP AT ENDS OF TUBES TAMP TUBES IN PLACE TO ENSURE GOOD ve°° TO JOIN IN A CONTINUOUS AREA OF CONTACT WITH SOIL SURFACE. IT IS NOT ,l BARRIER AND MINIMIZE DISTURBANCE O� NECESSARY TO TRENCH TUBES INTO THE vava UNIMPEDED FLOW. RFCT��N AR EXISTING GROUND. CA SNUGLY CTED JOINING UEACH O <° \ FF OTHER TO PREVENT <OW DISTURBANCE A OF q1 UNFILTERED FLOW BETWEEN °°a° PROTECTED AREA 2 INCH X 2 INCH X 3 FEET "q THEM. as \ \\ \\ \ UNTREATED HARDWOOD STAKES, UP TO 5 FT APART OR AS REQUIRED TO SECURE ° SECURE ENDS OF TUBES TUBES IN PLACE. a°° WITH STAKES SPACED 18 IN 3.0 FT MIN APART THROUGH TOPS OF PLACING TUBES WHEN STAKING IS NOT POSSIBLE, SUCH <°° TUBES. AGAINST THE UPHILL 2 FT MIN I AS WHEN TUBES MUST BE PLACED ON SIDE OF WELL— PAVEMENT, HEAVY CONCRETE OR CINDER WWII ANCHORED BLOCKS CAN BE USED BEHIND TUBES UP STATIONARY FEATURES TO 5 FT APART OR AS REQUIRED TO °ova Q SUCH AS EXISTING SECURE TUBES IN PLACE. TREES CAN PROVIDE EXISTING STAKE HARDWOOD qq TREE ADDITIONAL BRACING. \ \ \ UNDISTURBED SOIL DIRECTION OF FLOW — CURVE ENDS UPHILL \/\/\ °o°aa COMPOST FILTER TUBE aea° ° j\/ °a<° (lYP) TO PREVENT DIRECTION OF FLOW ° LOOSE COMPOST LAYER a° ° DIVERSION OF UNFILTERED LIMIT OF WORK RUN–OFF. FSBT DWG.NO. SECTION VIEW PLAN VIEW – JOIN DETAIL PLAN VIEW LG-423B DES CHK DR CHK COMPOST FILTER TUBE DETAILS EST CHK NOT TO SCALE NOT FOR CONSTRUCTION ENGINEER IN CHARGE [King—h] — May 05, 2014 — 10: 04am — T:\LG-4238 Salem Grove St\Drawings\NOI\For Meeting 2014-05-08\Grove St Construction Details—for NOI.dwg [Layoutl]