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64-489 - 20 FRANKLIN STREET - CONSERVATION COMMISSION SEP CCK - `l�9 20kl s � Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. -------------------------------------------------------------------------------------------------------------- To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 20 Frankling St. (Furlong Park) 64-489 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: s�,-e->C �!s03I -�— L( y County \ Book Page for. C.1\—f � 5,.� ._,., Property Owner and has been noted in the chain of title of the affected property in: t403 Book - Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: yam Instrument Number - If registered land, the document number identifying this transaction is: Document Nuub Signature wpaform5.doc- rev.05/19/2010 - Page 12 of 12 1 /:CA!U11T4 Al CITY OF SALEM R; CONSERVATION COMMISSION March 14, 2011 Kathleen Winn Department of Planning and Community Development City of Salem 120 Washington Street Salem, MA 01970 Re: Order of Conditions—DEP#64489-20 Franklin Street(Furlong Park) Dear Ms. Winn: Enclosed, please find the amended Order of Conditions for the above referenced project. Following the 10-business-day appeal period (as of March 28, 2011), this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded, please return a copy of Page 12 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order,prior to any work commencing: 1. this Order must be recorded, 2. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions,please feel free to contact me at 978-619-5685. Sincerely, Tom Devine Conservation Agent/Staff Planner Enclosures CC: DEP Northeast Regional Office �r Essex Southern District ti Registry of Deeds 45 Congress Street Suite 4100 Salem, MA 01970 03/28/2011 03:31 PM Station: ESSX-REC04 Operator: akotz Time:3:31 Type: CONDN Loc: SALEM Inst 492 BK 30315-403 FEE .00 L CITY OF SALEM ` R„ CONSERVATION COMMISSION March 14, 2011 Kathleen Winn Department of Planning and Community Development City of Salem 120 Washington Street Salem, MA 01970 Re: Order of Conditions—DEP #64-489-20 Franklin Street (Furlong Park) Dear Ms. Winn: Enclosed, please find the amended Order of Conditions for the above referenced project. Following the 10-business-day appeal period (as of March 28, 2011), this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded, please return a copy of Page 12 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order,prior to any work commencing: 1. this Order must be recorded, 2. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions,please feel free to contact me at 978-619-5685. Sincerely, Tom Devine Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office Ta $s E i � 1 p rr�v wm. BY.T WNLM 89€ n DETAIL 4 E DETAIL YnNTL YmN Iu18YF5 4 um w f. OwE � ' �v w¢ {ar.rm ®mrwr� b� rW� onu r�m� "aoEta� xw w➢xn DETAI=L. Z f �h a^.J Im � m.l 1 1m 91 JNE SIIHl1S.M DETAIL cmos w[u.uwssnuusma FURLONG PARR SHORLINE STABILIZATION DETAILS °m ® 4T a r 1� kC� s l P s ika �11� i i A,- 7V a g 1p_ o 1 k y i ✓ \ z � o k tt kt 'I 5 / 1, i mfj AM by 2 o,/ e =w t ! I r /lop, / Poo } 1 P4 me/Nr� mwmamry 1'mm'oxva[rt�w]^rv� '+�®�marxuwWra\wrn\u'�w� s Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64489 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP—T ransact on# Salem CityRown A. General Information Please note' Salem this form has t.From: been modified Conservation Commission with added 2. This issuance is for to ood acmmmadate (cheek one): a.(]Order of Conditions b.®Amended Order of Conditions the Registry of reeds 3. To: Applicant: Requirements kathleen Winn Important: a.First Name b.Last Name When filling City Of Salem out forts a Organization on120 Washington St use Dory t computer,he d. Mailing Address tab key to Salem MA 01970 move your a.Cityrrown I.State cursor-do- g.Zip Code not use the 4. Property Owner(if different from applicant): return key. —Q a.Fust Name b.Last Name City of Salem c.Organization 93 Washington St. d.Mailing Address Salem MA 01970 e.City/Town - L State g.ZIP Code 5. Project Location: 20 Franklin St. Salem a.Street Address b.Cityrrown 27 471 (Portion of parcel that is not occupied c.Assessors map/Plat Number by adjacent auto salvage yard) Latitude and Longitude, if known: 42d31m40s 70d53m51s d. Latitude e.Longitude wyerarm5.doo• fay.oslsnolo Pepe 1 or 12 1 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Trans Salem City/Town A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a. County b.Certificate Number(if registered land) 1132 78 c. Book d. Page 7. Dates: April 16, 2009 (see May 28 2009 June 18, 2009 attached) b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Furlong Park Shoreline Stablization Existing Conditions Plan Sheet No. 1; Grading Layout and Materials Plan No. 2; Details No. 4 CDM b. Prepared By c.Signed and Stamped by - d. Final Revision Date e.Scale Furlong Park Schematic Plan by CRJA May 13, 2009 (See attached for additional plans) g. Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act (the Act). Check all that apply: a. ® Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. f. ® 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. wpaform5.doc• rev.0511912010 Page 2 0!12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 — Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b. linear feet c.linear feet d. linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.Gy dredged f.ay dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feel c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f,cubic feet g.cubic feet h.cubic feet a. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ® Riverfront Area 12,476 12,476 total sq.feel Sq ft within 100 ft 77,896 77,896 77,896 77,896 d.square feet foo, f.square feet Sq ft between 100- 46,790 46,790 46,790 46,790 200 it square feet foot I.square feet wpaform5.tlac- rev.0511912010 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: ` Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet bsquare feet o,c/y 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 14. ❑ Coastal Dunes cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 15. ❑ Coastal Banks a. linearfeet b.linearfeet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. El Land Under Salt Ponds a.square feet b.square feet c.dy 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.c/y dredged b.c/y dredged 21. ® Land Subject to 56,034 56,034 Coastal Storm a.square feet b.square feet Flowage wpaforoSgoc• rev.05/192010 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 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.) '#22. If the project is for 22. ❑ Restoration/Enhancement *: the purpose of restoring or a.square feet of BVW enhancing a 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 or B 17 c)(Salt The following conditions are only applicable to Approved projects. Marsh)above, 1Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional regulatory measures, shall be deemed cause to revoke or modify this Order, amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 3/14/2011 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. wpafcrm5.0oc• rev.05I192010 Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 — Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem CityrFown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP'l "File Number 64-489 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. wpa(orm5Aoc• rev.05/192010 Page 6 0l 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the "Project") 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. wpatorm5.doc• rev.05119Y O10 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: El Bureau of Resource Protection - Wetlands 84-489 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem city/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement ("O&M Statement) for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan")and certifying the following: i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.) the future responsible parties shall'be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpaform5.doc• rev.0511912010 Page 8 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: ` Bureau of Resource Protection - Wetlands 64-489 1, WPA Form 5 — Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 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 -vvpalorm5.doc• rev.05119/2010 , . Page 9 0l 12 Massachusetts Department of Environmental Protection Provided by MassDEP: _ Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 — Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Salem hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1. Municipal Ordinance or Bylaw 2.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Salem c. 50 1. Municipal ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditionsmodify 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): See attached wpaform5.doc rev.05/192010 Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 1l, WPA Form 5 — Order of Conditions MassDEPFile# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Citylrown E. Signatures This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. t. Date of Issuance Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. 2. Number of Signers The Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant. Signat s:- ® by hand delivery on ❑ by certified mail, return receipt requested, on Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act (M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpalo,m5.doc• rev.05/19/2010 Page 11 0112 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-489 WPA Form 5 — Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityfrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. - ------------------------ ---------------------------------------------------- To: Salem conservation Commission Please be advised that the Order of Conditions for the Project at: 20 Frankling St. (Furlong Park) 64-489 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County - Book Page for: property Owner — and has been noted in the chain of title of the affected property in: Book page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpaform5.doc• rev.0511912010 Page 12 of 12 Attachment to Amended Order of Conditions #64-489 Page 4'of 7 SALEM CONSERVATION COMMISSION DEP FILE #64-489 20 Franklin Street, Furlong Park City of Salem, Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map (October 1, 2008) from Natural Heritage& Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L. Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 50. This Order permits the renovations to the existing Furlong Park, please note this Order is only for the portion of the property at 20 Franklin Street that is north of the existing chain link fence,refer to approved site plans. The property currently encroached on by the adjacent junk yard is not permitted under this Order of Conditions. The proposed renovations include shoreline stabilization requiring work in a Coastal Bank, Land Subject to Coastal Storm Flowage and Riverfront Area. Stabilization of the bank will reduce the erosion occurring and reduce the debris and material that is entering the North-River. It was determined by the Conservation Commission that the Coastal Bank along Furlong Park does not serve as a sediment source. The Commission concurred with the evaluation provided by the City's consultant Dwight Dunk of CDM explaining the numerous reasons for why this bank is not a sediment source (see attached letter to the Commission Members dated June 17, 2009). The shoreline stabilization method for the southerly portion of the shoreline (approximately 400 linear feet) is a hybrid solution combining a rip rap slope with planting shelves to add vegetation to the slope. Repairs are also proposed for the existing riprap located on the northerly portion of the site (approximately 500 linear feet). Approved repairs are believed to strengthen the existing slope by installing a geotextile fabric landward of the placed stories, reducing the debris such as granular fill, glass, metals and other material that migrates from behind the rock slope. Existing voids are to be filled with granular material to finish the grades that will then be loamed and seeded to establish turf. The construction of a car top boat launch is also permitted. The approved location is midway up the shoreline of the park. The presence of the boat launch was not found to have an adverse impact to the resource area. The Notice of Intent outlines mitigation measures,such as working during the low tide cycle, that the Commission agreed would mitigate construction impacts to the resource area Due to the history of the site and the fact that it was created by filling a tidal area in 1927 with urban fill, the Conservation Commission is requiring that a Licensed Site Professional (LSP) review the proposed construction activities and make changes in the procedure where necessary. The LSP shall also be on site while work is occurring along the costal bank. The reorientation of the existing baseball field is permitted under this Order. The field will be re-graded and planted with a grass mix. A walking path has been permitted under this Order, and is to be located near the waters edge. Since this is a redevelopment project the project is subject to the stormwater standards only to the maximum extent practicable. All stormwater will be recharged and no new discharges are included in this project. Plantings adjacent to the path will help to filter the stormwater, ultimately improving water quality. The applicant agreed to install silt fence or straw bales along the down-gradient limit of work prior to commencement of earth working activities to Attachment to Amended Order of Conditions #64-489 Page 2of 7 Prevent the migration of sediment and debris to down-gradient recourses and to demarcate the limit of work. Renovations to the upland features of the park located in the Riverfront Area, such as replacements to the existing Play structures,,were seen as minor in nature that would have little to no adverse affect on the resource area. Amended: In addition to the above findings,this order is amended to allow the remediation of contaminated soil on the site in accordance with the Release Abatement Plan, Request for Amendment to Order of Conditions, and associated plans and documents listed below. This amended order requires that construction equipment associated with the remediation work be stored outside the inner 100' riverfrom area and that an emergency contact number be provided. The request to amend was filed March 4, 2011, hearing held on March 10, 2011, and the amended order issued March 14,2011. GENERAL CONDITIONS 1• This Amended Order of Conditions must be recorded in its entirety(all 7 pages)at the Essex County Registry of Deeds or the Land Court for the district in which the land is located,after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information most be submitted to the Salem Conservation Commission before any work approved in this Amended Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 50. 3. All work shall be performed in accordance with this Amended Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing,a sign shall be displayed showing DEP File#64-489, and not laced on a living tree. P 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officer;,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. 8. The term"Applicant"as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Amended Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal,state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: Attachment to Amended Order of Conditions # 64489 Page 3of 7 (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816), U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as coded in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Furlong Park Shoreline Stabilization: Existing Conditions Plan Sheet No 1 (Title) May 2009 (Dated) CDM (Signed and Stamped by) City of Salem Conservation Commission (On jUe with) Furlong Park Shoreline Stabilization: Grading Layout and Materials No 2 (Title) May 2009 (Dated) CDM (Signed and Stamped by) City of Salem Conservation Commission (On jlle with) Furlong Park Shoreline Stabilization: Details Sheet No 4 (Title) May 2009 (Dared) Attachment to Amended Order of Conditions # 64489 Page 4of 7 CDM (Signed and Stamped by) City of Salem Conservation Commission (On fde with) _Furlong Park: Schematic Plan (Title) May 13, 2009 (Dated) CRJA (Signed and Stamped by) City of Salem Conservation Commission (On file whit) Release Abatement Measu_re Plan, Furlong Park (Tale) February 2011 (Dated) TRC (Signed and Stamped by) City of Salem Conservation Commission (On jlie with) Request for Amendment to Order of Conditions Furlong Park Remediation Work DEP 64-489 (Title) March 4, 2011 (Dated) TRC (Signed and Stamped by) City of Salem Conservation Commission (on jue wuh) Furlong Park,20 Franklin Street Salem Massachsuetts Plan Showing Limits of Remediation Work, Figure 6 (Tule) March 2011 (Dated) TRC (Signed and Stamped by) City of Salem Conservation Commission (ort fde with) Attachment to Amended Order of Conditions # 64-489 Page 5of 7 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. PRIOR TO CONSTRUCTION 17. Prior to the commencement of any activity on this site other than activities listed above,there shall be a Pre-Construction Meeting between the project supervisor,the contractor responsible for the work,and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Amended Order of Conditions are understood. The staked erosion control line shall be adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Commission Agent at(978)619-5685 at least forty-eight(48)hours prior to any activity 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 Administrator 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 a sufficient supply of additional erosion and sediment controls stored under cover on the site to be used only for emergency 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 the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent,the Request to Amend the Order of Conditions and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. 22. All debris, fill and excavated material shall be stockpiled a location far enough away from the North River to prevent sediment from entering the river. 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. Attachment to Amended Order of Conditions # 64-489 Page Gof 7 25. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty(30)days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer that 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 prevent soils from being washed by rain or flooding. growth, exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored, to DURING CONSTRUCTION 28. A copy of this Amended Order of Conditions and the plan(s)approved in this Amended 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 plart(s). 30. All waste products,grubbed stumps,slash;construction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 100 feet from river. 31. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system..Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 32. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 33. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stonnwater before it enters the drainage system. 34. There shall be no pumping of water from wetland resource areas. 35. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 36. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 37. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21 A,section 16. AFTER CONSTRUCTION 38. Upon completion of construction and final soil stabilization, the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form (WPA Form 8A or other form if required by the Conservation Commission at the time of request). Attachment to Amended Order of Conditions # 64-489 Page 7of 7 (2) A letter from a Registered Professional Engineer certifying compliance of the properly with this Order of Conditions. (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 39. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 40. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Amended Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 41. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. ADDITIONAL CONDITIONS 42. A Licensed Site Professional(LSP)shall review the proposed construction activities. He/She shall submit a letter to the Conservation Commission approving the proposed technique or recommending changes in the proposed procedure where necessary. The LSP shall be on site while work is occurring along the costal bank. ADDITIONAL CONDITIONS FOR AMENDED ORDER 43. All construction equipment utilized in the remediation of contaminated soil shall be stored outside the inner 100' riverfront area. 44. Prior to start of remediation work,the applicant shall provide an emergency contact telephone number to the Conservation Agent to distribute to abutters of the project. ��� ;�9� ,` - ` - �i Iilllllillllllllllilllllllllllllllllllllllllli 200907200 C 7 CITY OF SALEM 13 0694 fik;28798 11/19 07/20/2009 03:32 ORDER Pg /19 x ' ' CONSERVATION G®MMISSION \/ June 18 2009 Kathleen Winn City of Salem 120 Washington Street Salem, MA 01970 Re: Order of Conditions—DEP#64-489 Furlong Park 20 Franklin Street, Salem Massachusetts Dear Ms. Winn: Enclosed, please find the Order of Conditions for the above referenced project. Following the. 10-day appeal period (as of July 2, 2009), this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded, please return a copy of Page 9 of the Order, which will indicate to.the Commission that the document has been recorded. As indicated in the Order, prior to any work commencing: 1. this Order must be recorded, 2. a sign shall be displayed showing DEP File# 64-489 within public view, and 3. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions,please feel free to contact me 978-619-5685. Sincerely, Carey Du ues Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MaSSDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem cityrrown A. General Information Important: Salem When filling out 1. From: Conservation Commission forms on the computer,use : a.check one 2. This issuance is for only the tab key ( ) ® Order of Conditions b. El Amended Order of Conditions to move your cursor-do not 3. To: Applicant: use the return key. Kathleen Winn a.First Name b.Last Name Q City of Salem c.Organization 120 Washington Street SBP°" d.Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name b.Last Name City of Salem c.Organization 93 Washington Street d. Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code 5. Project Location: 20 Franklin Street Salem a.Street Address - b.Cityrrown Map 27 Parcel 471 (Portion of the parcel that is not c.Assessors Map/Plat Number occupied by the adjacent auto salvage and Latitude and Longitude, if known: 42 31'40" 70 53'51" e.Latitude f. Longitude . s. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate Number(if registered[and) 1132 78 c. Book - - d. Page �: Dates: April 16, 2009 May 28, 2009 June 18, 2009 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): Furlong Park Shoreline Stablization Existing Conditions Plan Sheet No. 1; Grading Layout and Materials Plan No. 2; Details No. 4 CDM b.Prepared By c.Signed and Stamped by d. Final Revision Date e.Scale Furlong Park Schematic Plan by CRJA May 13, 2009 f.Additional Plan or Document Title g.Date wpafcrm5.doc• rev.11/08 Pagel of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection - Wetlands MassDeP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ® Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution Protection of Wildlife® d. ® Private Water Supply e. ® Fisheries f. 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. 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). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and Bank or Bordering Vegetated Wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b.linearfeet c.linearfeet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under W aterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged f.c/y dredged wpafcrm8.doc• rev.11108 Page 2 0 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Wrnber Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/town B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to.Flooding a.square feet b.square feet c.square feet - d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet. 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 124,476 124,476 9. ® Riverfront Area a.total sq.feet b.total sq.feet 77,686 77,686 77,686 77,686 Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet 46,790 46,790 46,790 46,790 Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. F1Coastal Beaches a.square feet b.square feet o.rly nourishmt. d.Gy noudshmt. 14. F1 Coastal Dunes a.square feet b.square feet c.Gy nourishmt. d.rdy nourishmt. +/-900 total +/-900 total 15. ® Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. F1 Salt Marshes a.square feet b.square feet c.square feet - d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.dy dredged d.Gy dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 2o. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cly dredged b.Gy dredged 21. ® Land Subject to Coastal 56,034 56,034 Storm Flowage a.square feet b.square feet wpafcrm5.doc• rev.11/08 Page 3 of 71 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem city/town C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects. 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does.not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires,,ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to 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. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number 64-489 " wpafora5.doc- rev.11/08 - Page 4 of 11 Massachusetts Department of Environmental Protection 64-489 Bureau.of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem CityfTown C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 18. 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. wpaform5.Ccc• rev.11/08 Page 5 of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands _ MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Citylrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: L 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; fl. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; N. 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. 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. wpafort 5.doc• rev.11108 Page 6 of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection - Wetlands MassDEP File Number i WPA Form 5 — Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem cltyrrown 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): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The 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. wpaform5.doc• rev.11/08 Page 7 of 11 Massachusetts Department of Environmental Protection 64489 Bureau of Resource Protection -Wetlands MassDEP File Number i WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 . Salem Cityrrown D. Findings Under Municipal Wetlands Bylaw or Ordinance (cont.) b. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: 1. Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): e,aform5.doc• rev.1 V08 Page 8 of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityfrown E. Signatures and Notary Acknowledgement This Order is valid for three years, unless otherwise specified as a specialf condition pursuant to General Conditions#4,from the date of issuance. 1. ate of issue ce Please indicate the number of members who will sign this form. ✓e, This Order must be ed by a majority of the Conservation Commission. 2.Number of ners The Order m be maile by certified mail (return receipt requested)or hand delivered to the applicant. A copy also mu t be mailed r hand delivered at the same time to the appropriate Department of Environment Protection egional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: Y Notary Acknowledgement Commonwealth of Massachusetts County of Essex On this 28 of May 2009 Day Month Year Before me, the undersigned Notary Public, D. Pabich, R. Christie, K. Cornacchio, A. personally appeared Hamilton, K. Glidden, proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission City/Town CAREY R.DUOMS i) No"Pubic earro�wte ar f y 14 ature Notary Public Care . Du ues ` Printed Name of Notary Public Place notary seal and/or any stamp above. August 16 2013 My Commission Expires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on pq by certified mail, return receipt requested, on �u n l5i w0I Date Date Page 9 of 11 wpaform5.tloc• re¢11108 LlMassachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 5 - Order of Conditions . Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem cityrrown 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. Section G, Recording Information, is available on the following page. wpaform5.doc• rev.11/08 Page 10 of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityrrown G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on 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: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 20 Franklin Street 64-489 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: z�V? % 1 County Book Page for: pp I\ C N 13f d4yL — Prope 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: D: S � 1`d Z A ate 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 naform5.dcc• rev.11/o8 Page 11 of 11 Attachment to Order of Conditions# 64-489 Page lof 6 SALEM CONSERVATION COMMISSION DEP FILE #64-489 20 Franklin Street,Furlong Park City of Salem,Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map (June 1, 2003) from Natural Heritage & Endangered Species Program(NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L.Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1—34-13. This Order permits the renovations to the existing Furlong Park;please note this Order is only for the portion of the property at 20 Franklin Street that is north of the existing chain link fence,refer to approved site plans. The property currently encroached on by the adjacent junk yard is not permitted under this Order of Conditions. The proposed renovations include shoreline stabilization requiring work in a Coastal Bank, Land Subject to Coastal Storm Flowage and Riverfront Area. Stabilization of the bank will reduce the erosion occurring and reduce the debris and material that is entering the North River. It was determined by the Conservation Commission that the Coastal Bank along Furlong Park does not serve as a sediment source. The Commission concurred with the evaluation provided by the City's consultant Dwight Dunk of CDM explaining the numerous reasons for why this bank is not a sediment source (see attached letter to the Commission Members dated June 17, 2009). The shoreline stabilization method for the southerly portion of the shoreline (approximately 400 linear feet) is a hybrid solution combining a rip rap slope with planting shelves to add vegetation to the slope. Repairs are also proposed for the existing riprap located on the northerly portion of the site (approximately 500 linear feet). Approved repairs are believed to strengthen the existing slope by installing a geotextile fabric landward of the placed stones, reducing the debris such as granular fill, glass, metals and other material that migrates from behind the rock slope. Existing voids are to be filled with granular material to finish the grades that will then be loamed and seeded to establish turf. The construction of a car top boat launch is also permitted. The approved location is midway up the shoreline of the park. The presence of the boat launch was not found to have an adverse impact to the resource area. The Notice of Intent outlines mitigation measures, such as working during the low tide cycle, that the Commission agreed would mitigate construction impacts to the resource area. Due to the history of the site and the fact that it was created by filling a tidal area in 1927 with urban fill,the Conservation Commission is requiring that a Licensed Site Professional (LSP) review the proposed construction activities and make changes in the procedure where necessary. The LSP shall also be on site while work is occurring along the costal bank. The reorientation of the existing baseball field is permitted under this Order. The field will be re-graded and planted with a grass mix. A walking path has been permitted under this Order, and is to be located near the waters edge. Since this is a redevelopment project the project is subject to the stormwater standards only to the maximum extent practicable. All stormwater will be recharged and no new discharges are included in this project. Plantings adjacent to the path will help to filter the storrnwater,ultimately improving water quality. The applicant agreed to install silt fence or straw bales along the down-gradient limit of work prior to commencement of earth working activities to Attachment to Order of Conditions# 64489 Page dof 6 prevent the migration of sediment and debris to down-gradient recourses and to demarcate the limit of work. Renovations to the upland features of the park located in the Riverfront Area, such as replacements to the existing play structures,were seen as minor in nature that would have little to no adverse affect on the resource area. GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(all 6 pages)at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40,Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4.' Prior to any work commencing, a sign shall be displayed showing DEP File#64-489, and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order, the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. 8. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5) of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the Attachment to Order of Conditions N 64-489 Page to f 6 septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s) shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Furlong Park Shoreline Stabilization: Existing Conditions Plan Sheet No. 1 (Title) May 2009 (Dated) CDM (Signed and Stamped by) City of Salem Conservation Commission (On file with) Furlong Park Shoreline Stabilization: Grading Layout and Materials No. 2 (Title) May 2009 (Dated) CDM (Signed and Stamped by) City of Salem Conservation Commission (On file with) Furlong Park Shoreline Stabilization: Details Sheet No: 4 (Title) May 2009 (Dated) CDM (Signed and Stamped by) City of Salem Conservation Comnrission (On file with) Attachment to Order of Conditions# 64-489 Page Hof 6 Furlong Park: Schematic Plan (Title) May 13, 2009 (Dated) CRJA (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. PRIOR TO CONSTRUCTION 17. Prior to the commencement of any activity on this site other than activities listed above,there shall be a Pre-Construction Meeting between the project supervisor,the contractor responsible for the work, and a member of the Conservation Commission or its Administrator 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 Commission Agent at(978) 745-9595 ext 311 at least forty-eight(48)hours prior to any activity 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 Administrator 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 twenty(20)hay bales and sufficient supply of wooden stakes stored under cover on the site to be used only for emergency erosion control. EROSION CONTROL 21. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. Attachment to Order of Conditions# 64-489 Page sof 6 22. All debris, fill and excavated material shall be stockpiled a location far enough away from the North River to prevent sediment from entering the river. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 24. The area of construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty(30) days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer that two (2)months, a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 28. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 29. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 30. All waste products,grubbed stumps, slash;construction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. 31. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 32. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 33. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 34. There shall be no pumping of water from wetland resource areas. 35. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 36. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 37. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21A,section 16. Attachment to Order of Conditions # 64-489 Page'Jof 6 AFTER CONSTRUCTION 38. Upon completion of construction and final soil stabilization;the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance (COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 39. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 40. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 41. Erosion control devices shall remain in place and properly fimctioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. ADDITIONAL CONDITIONS 42. A Licensed Site Professional (LSP) shall review the proposed construction activities. He/She shall submit a letter to the Conservation Commission approving the proposed technique or recommending changes in the proposed procedure where necessary. The LSP shall be on site while work is occurring along the costal bank. CDM One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 - tel: 617 452-6000 fax: 617452-8000 RECEEVVED June 17,2009 JUN 1 8 2009 UPT.04=PLA&.111" IS E Salem Conservation Comm3ss3on C04AikL'Gll TY, DtrELO, MEl+T c/o Ms. Carey Duques 120 Washington Street Salem,MA 01970 Subject: Furlong Park Renovations DEP File No. 064-0489 Dear Commission Members: The Massachusetts Department of Environmental Protection(MassDEP) commented that the Coastal Bank along Furlong Park is a sediment source and suggests_the use of a vegetated bank stabilization option instead of the proposed modified rip rap slope: In response to this comment,CDM offers the following information relative to Coastal Banks. The publication"A Guide to the Coastal Wetlands Regulations of the Massachusetts Wetlands Protection Act G.L. 131 s.40 "P P Y re ared b the Massachusetts DEQE-Division of Wetlands presents a good synopsis of the definition and principle functions of Coastal Banks. This publication identifies the typical features of Coastal Banks which serve as sediment sources and these include: 1) the bank consists of unconsolidated sediment,2) the bank is exposed to the open sea,3) the bank is adjacent to a Coastal Beach and 4) the bank is subject to erosion by vigorous wave action. To evaluate the ability of the Coastal Bank at Furlong Park to serve as a sediment source we evaluated the site to the features identified above: 1. The bank is comprised of old fill material and is therefore unconsolidated material. However,the material is granular fill and includes man-made debris including glass, pottery shards,metal debris,brick fragments and other debris. Although this is unconsolidated material it is not natural material and not the type of material one would prefer to nourish down drift beaches,if any beaches were present. 2 . The Coastal Bank along Furlong Park is not open to the open sea. The shoreline is an easterly facing shoreline along the North River which is a Tributary to the Danvers River,which in.turn discharges into Beverly Harbor through a narrow passage which, differentiates the Danvers River from Beverly Harbor (see Figures 1 &2 in the NOI). $1000028.doc i - consulting-engineering-construction•operations CDM Ms. Carey Duques June 17,2009 Page 2 In summary the North River is a rather well protected"embayment." The presence of mud flats in the river also indicates a low energy environment. 3. Although the Coastal Bank is adjacent to a jurisdictional "Coastal Beach" the adjacent land form is a mud flat. The Massachusetts Wetlands Regulations (310 CMR 10.27) for Coastal Beach includes tidal fiats in the defiiLLtiGn ofCoastal Beach. The course grained fill material of which the bank is comprised (along with other debris) is not consistent with the very fine grain size of the adjacent mud flats. Therefore one can conclude that this fill material is not a significant source of very fined grain sediment which comprises the adjacent mud flats of the North River. 4. The bank along Furlong Park is not subject to vigorous wave action. As discussed above the location of the park along the North River provides a well protected environment relative to wave action. The longest northeasterly fetch is approximately 2,300 linear feet across mostly shallow mud flat. This short fetch distance across shallow waters does not allow for the generation of large or vigorous waves,even during nor easters. During summer months the winds are generally out of the southwest and in that situation there is essentially no fetch. Based on the above review of key features of Coastal Banks to serve as sediment sources we conclude the bank is not a sediment source for down drift coastal forms. The park shoreline has eroded over time,the fill was placed circa 1927. To protect the public park from further erosion the City of Salem seeks to protect the bank and prevent further loss of the park. Please contact me with any additional questions regarding the Furlong Park renovations and especially work subject to jurisdiction of the Wetland Protections Act. Very truly yours, fight R. Dunk,PW Principal Scientist Camp Dresser&McKee Inc. cc: M. Abell,MassDEP-NERD 8M00028.dw CITY OF SALEM MASSACHUSETTS 5 DEPARTMENT OF PLANNING AND ? IN��eij% COMMUNITY DEVELOPMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦ SALEM,MASSACHUSETTS 01970 TELE:978-619-5685 ♦ FAX:978-740-0404 LYNN GOONIN DUNCAN,AICP DIRECTOR .March 14, 2011 Dear Resident, In response to requests for information regarding the continued work at Furlong Park, the Department of Planning and Community Development is distributing the enclosed materials to park abutters. These materials include: • Mayor's February 22nd letter • Amended Order of Conditions, issued March 11, 2011 (this is the Conservation Commission permit) • Approved remediation plan Please feel free to contact Kathleen Winn at 978-619-5685 if you have questions about this project. In the event that there is a construction-related issue after business hours, please contact Matthew Robbins at 978-888-5196. Sincerely, Tom Devine Conservation Agent/Staff Planner Wannalancit Mills - Low ll, MA Street,54 Suite 200 Lowell, MA 01854 978.970.1995 PHONE 978.453.1995 eax www.TRCsolutions.cam March 4, 2011 Mr. Tom Devine, Conservation Agent/Staff Planner City of Salem Planning Department 120 Washington Street Salem, MA 01970 Subject: Request for Amendment to Order of Conditions Furlong Park Remediation Work MassDEP File# 64-489 Dear Mr. Devine: Enclosed are 8 copies of a Request for Amendment to the Order of Conditions for MassDEP File# 64-489 prepared pursuant to the Massachusetts Wetlands Protection Act (Act) and Salem Wetlands Ordinance(Ordinance) for proposed remediation work at Furlong Park in Salem. The request describes the purpose of the remediation work, how it will be performed, its impacts on resource areas protected under the Act, and mitigation measures. We look forward to discussing this project at the Conservation Commission hearing on March 10, 2011. In the meantime, please let me know if you have any questions. We understand that the Conservation Commission has notified abutters and public noticed the project. Very truly yours, Jeff Brandt Matthew Robbins, LSP Project Manager Senior Project Manager C�2TRC Request for Amendment to Order of Conditions MassDEP File # 64-489 Furlong Park Remediation Work Prepared for City of Salem 120 Washington Street Salem,Massachusetts 01970 Prepared by: TRC Environmental Wannalancit Mills 650 Suffolk Street Lowell,Massachusetts 01854 March 2011 C a y '•�.1� ` "s,,.. �2'+(a t-2�a f c..,c� .x,`rte.-5 - r Z a �� • µs, s- ox} >�! e p � My a r c yw . Am moi'. pp x r .R r, - r"r 4 ° + H � _mss,.R�tly �; '%.� F•e 4• TP���•� �ri'.'•y 1 In— -w rW '�' 9C �, t - t , :•, rte,. - .+u '•eIR � � ` a w ti{ r+"' ��y�"E°c""S.sycv�ryi..Yti��°�y$ .;f -• � ,�s, � E� ate* i TABLE OF CONTENTS Attachment A-Project Narrative......................................................... 1.0 PROJECT SUMMARY........................................... 2.0 WETLAND RESOURCES AREAS..................................................................................... 1 -I 2.1 Land Subject to Coastal Storm Flowage(LSCSF)...............................................................A-1 2.2 Riverfront Area(RFA)..................................._....................................................................A-6 3.0 DESCRIPTION OF WORK....................... 3.1 Construction Procedures................................................................................................ 3.2 Scope of Work................................................................................................... 3.3 Mitigation Measures............................................... . 3.4 Evaluation of Impacts on Resource Areas Protected under the Act...................................A-11 1 3.5 Compliance with Massachusetts Stormwater Standards....................................................A-11 4.0 CONCLUSION................................................ Attachment .............. .......... . . .......................................................... . . Attachment C - Previous Order of Conditions...................... 1 Attachment D—Project Plans............... . ................................ Sheet I Figure Showing Remediation Work Locations and Erosion Control Details..........................D-2 1 List of Figures Figure 1 Site Location Map....................................................................................... Figure 2 Site Plan.................. . . . .. . .. A- . . . . . ................................................................................................A 2 Figure 3 MassDEP Priority Resources Ma 3 p.......................................................................................A-4 Figure 4 Flood Insurance Rate Map...................... .. . ... . ... Figure 5 Proposed Release Abatement Measure Plan........................................................................ .A-8 1 L2011-114 Attachments i Attachment A — Project � Narrative 1.0 PROJECT SUMMARY During recent construction improvements to.the Furlong Park in Salem and subsequent environmental , four (4) areas of contaminated soils were identified that require remediation. This Request for Amendment is being submitted to allow for remediation of these areas,which are located within resource areas subject to the Wetlands Protection Act. Furlong Park consists of a 5.50 acre irregular shaped lot identified as Parcel 27-0471-0 in the City of Salem Assessor's Database. A Site Locus Map is included as Figure 1 and an aerial photo is included as Figure 2. Some of the eastern portion of the Site consists of tidal flats associated with the North River. Approximately two and one half acres of the Site is located below the water line at high tide. The Site is owned by the City of Salem and is zoned for residential conservation. The Site is a recreational park consisting of a baseball field, tennis court, basketball court, grassed areas, and small seating pavilion along with a paved walking path. The Site has not been used as a park since it was temporarily closed for renovations in September 2009. Renovations were halted in May 2010 upon the discovery of potentially contaminated soil material: The site surface slightly slopes down from Franklin Street east toward the river bed. The river bed slopes towards the center of the river channel, and is underwater at high tide. There is a constructed stone plant bed and/or riprap between the grass at the Site and the area of beach sediment. The surface of the Site drops up to five feet from the grass area of the Site across the stone plant bed and/or riprap to the beach j sediment. Surface drainage catch basins exist on the western and eastern sides of Franklin Street immediately to the west of the Site. These catch basins drain to the three outfalls on the river bank to the east of the Site. 2.0 WETLAND RESOURCES AREAS Wetland resources within the work area include; Land Subject to Coastal Storm Flowage (LSCSF) and Riverfront Area (RFA). The property also includes Coastal Bank and Land Subject to Tidal Action, although work will not occur in.these areas. The area does not contain priority habitat(Refer to Figure 3 ' which shows land uses and environmental resources at and in the vicinity of the site). 2.1 Land Subject to Coastal Storm Flowage(LSCSF) LSCSF is defined as "land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record; whichever is greater"[310 CMR 10.04]. The FEMA Flood Insurance Rate Map(Figure 4) identifies the limit of 100-year flood plain on the site as elevation 10 feet National Geodetic Vertical Datum of 1929 (NGVD), which correlates to elevation 9.19 feet North Atlantic Vertical Datum of 1988(NAVD88). LSCSF hugs the shoreline throughout much of the site, but includes a majority of the baseball field in the southern portion of the site_ Remediation areas Nos. I and 2 are located in LSCSF. - L2011-114 Attachments A-1 i d- - r a '^.a ••` a/y` �E .tn o la . r . - : d CSa m 7ermin ,, T ire hil t Y, ly v w 4r oveR O 5 i 1 t • �'. ~( Palmer '� zi ' � `ova ' ..r " � r` �F• � s /.:=• ' ,, .� ♦. Bark \� Pickerog >'r V.\ ( Point ' 650 Su ancit Milk Approximate Site N TRC 1, 1. OA Stmet MASSACHUSETTS aweii.mn mesa Boundary n s as7o-s000 e' N SITE LOCATION MAP _ °°° �' Fe20 FRANKLIN ST Feet SITE SALEM, MA e LOCATION FIGURE 1 MARCH 2077 Base map.USGS 7.5 Minute ToNglaphic Quatlra Ie Salem 1983 I a F � ��gg O 4tJ V t* O�i•.1.. ems. 'JWM 3 m O C' P tv Al y� � Wannalancit Mills • a 6506 ff.11 Street :a •. 1978-970-5600 SITE PLAN cwt20 FRANKLIN ST r ' I VR• `�- IF S R1 7 A C RF • II1 Y 11II • y • b1]` • .. ...y ' -yg i . i ..0 00 .. c.\• I. a .. z A • q f : PEA T f�+ ¢ s ht fK.cL. ; yin. :. r 3•: r .. pd N W T .p s::.,{y:::::::: � p [ '� q9 G $ 4pP �,Y1::::::' yJ aJ:[::::::::::' y REy S F9 Hs 7 liiai os s s F TRF P�� :•r.....:'.:' :!. F M'' ,•� \ y oy s :�,' ;; J'' . .. •. I 111 N SET _ •� Z ES '( T +T .': •:• M SIRE � •• FOST�RSTRF X37 EE A _ z 0.E b �N•� �� -O,yST FT ct .• .4• m ! � GNP0.tEil57 N OG �e -: D . y FT �p011 .. .... i a �o� + EgtNut.9 F .• ... .... G L :DERBY . ARF ul rc y m PO N 5r m �� all ,rr\„_O W PP 1P k spot �!Q W y N r z m II ILI�1'fi'' � m m� lu es \ C SON - mm z '. OF ve D 500 FEET&0.5 MILE RADIIsra _ 1EPv LONG POI Roads:Limited Access,Mulli-Lane,Major/Minor Track,Trail /Miannaianca Mills Railroad,Pipline,Powedine ti—i® —••—.. _ n'` TRC ssoe[,MA street - — Lowell, 01050 Major Basin,Sub Basin,Perennial Stream,Intermittent Stream, 978-9 650 ]0-5600Shoreline,Man made Shore,Dam,Aqueduct C� Welland,Salt Wetland,Submerged Wetland,Open Water,Reservoir,Tidal Flat/$hoal cC=C= FIGURE 3 Potentially Productive Aquifers:Medium,High Yield 0= _ Non-Potential Drinking Water Source Area: Medium,High Yield Q Q MASSDEP PRIORITY RESOURCES MAP EPA Sole Source Aquifer,FEMA 100 Yr.Floodplain,DEP Solid Waste Facility IFFIA FFFI 20 FRANKLIN ST Approved Zone II,IWPA,Surface Water Supply Zone A SALEM,MA Protected Open Space,ACEC Priority Habitat 2008,Certified Vernal Pool 2010,IA! 00 500 1.000 1,500 MAR. Boundaries:County and Town //�n�,, 0 2071 Public Water Supplies:Ground,Surface;Non-Community(NTNC,TNC) Q(R®® Source: MasSGIS/EDEA /J� rear r .s RMI \` bl. OZONE 4F,ft ; ProjectR o Location y--J 1 . �s �, c s. � t � Qpe ��✓ / \ / V I ZONE A2 9 .IEL.10) of r s ...\ DEA sS o 1 - 500 n k v ! RM ApproY,mele Scale Source. FEMA Flood Insurance Rate Map Furlong Park Shoreline Stabilization and Park Renovation Project ' Community Panel 250102 00010 North River,Salem, Massachusetts FLOODINSURANCE RATE MAP Wannalancit Mills 0TRC 650 Suffolk Street FIGURE ��`-� Lowell, MA 01854 978-970-5600 4 MARCH 2011 2.2 Riverfront Area(RFA) ' Riverfront.Area is defined as "the area of land between a river's mean annual high water line and a parallel line measured horizontally. The riverfront area may include or overlap other resource areas or their buffer zones .. ... In tidal rivers, the mean annual high-water line is coincident with the mean high water line ... "[310 CMR 10.58(2)]. The mean high water line on this site determined to be elevation 4.0 feet NAVD88. The 200-foot Riverfront Area extends horizontally from elevation 4 feet and includes most of the site and remediation area nos. 2, 3 and 4(see Figure 1 in Attachment D). ' 3.0 DESCRIPTION OF WORK ' 3.1 Construction Procedures The proposed remediation project's purpose is to reduce the potential risk to future users of Furlong Park from exposures to accessible surface soils containing metals and polycyclic aromatic hydrocarbons (PAHs) associated with historic urban fill. TRC has developed a Release Abatement Measures (RAM) Plan to reduce the level of risk at the Site, which will allow park improvements to continue and for the ' park to re-open for recreational use. The RAM Plan was submitted to the MassDEP Bureau of Waste Site Cleanup on behalf of the City of Salem on February 10, 2011. 3.2 Scope of Work Work to be performed includes ' Excavation of impacted soils to accommodate continued use as a park; • Off-Site reuse, recycling,or disposal of impacted soil; and, • Importing and backfilling of additional clean soil to replace excavated soils, where necessary; • Environmental monitoring during performance of the activities listed above. Specific remedial implementation procedures are detailed below. Construction of StockpilelImpacted Materials Staging Area Prior to conducting remedial work at the Site, an impacted materials stockpile area will be constructed. The area is located at the baseball field and shown on the Project plan in the Appendix of this NOI filing. ' Impacted soils and/or materials removed from Site soils(fence posts, stumps, etc.)will be stockpiled on a minimum of 6-mil polyethylene sheeting. The stockpile area will be surrounded on a minimum of three sides with haybales, and covered with polyethylene sheeting when not in use and at the end of each work ' day. The area will be graded such that stormwater runoff is diverted away from stockpiled soils and/or materials. This area will be used to stockpile impacted soils destined for off-Site disposal, recycling, and/or reuse. This area may also be used to decontaminate impacted materials removed from Site soils prior to off-Site disposal, recycling,and/or reuse. L2011-114 Attachments - - A-6 Soil Excavation ' Remedial soil excavation will target four areas at the Site, as shown on Figure 5 and in photos in Attachment B. The actual size and volume of the soil excavation areas may be adjusted in the field based on observed soil conditions, the results of laboratory testing to confirm the removal of impacted soils and/or direction from the MassDEP Bureau of Waste Site Cleanup_ The majority of excavation work will be conducted using conventional excavation equipment such as an excavator or backhoe. When excavation activities extend to within four feet (horizontal) of utility conduits, as marked by utility companies, further excavation will be conducted by hand tools and/or vacuum extraction. Excavation depths will be dependent on the proposed redevelopment plans. The proposed ground surface elevations of soils included in all four Remediation Areas are approximately equal to existing grades. Therefore, soils included in the Remediation Areas will be excavated to a depth providing a minimum of 3 feet of clean backfill cover following backfilling and proposed Site regarding as part of park reconstruction activities. 1 A portion of the backstop for the baseball field is located within Remediation Area 1. During excavation activities, the remedial contractor will be required to remove any portion of the backstop within Remediation Area 1 (i.e. chain-link fence, fence posts, fence post footings, etc.). The backstop will be replaced during backfilling activities. Prior to replacement, all backstop materials in contact with Site soils will be decontaminated by removing adhered soils using methods noted above in Site Preparation Removal of Existing Site Features. Removal, decontamination, and replacement activities will be conducted in ways that minimize damage to the materials. Excavation of Remediation Area 2 will be conducted at low tide. ' Up to 5 trees ranging from 14-22 inches in diameter may be located within Remediation Area 3. Excavation in Remediation Area 3 will minimize damage to the trees, including roots, and minimize destabilization of these trees. A portion of a stormwater drain pipe transects Remediation Area 3 and will ' not be damaged. A utility pole is located in the southern portion of Remediation Area 3. The utility pole will not be disturbed, but if it must be disturbed to adequately excavate Remediation Area 3, the utility pole will be replaced by the contractor following remedial activities. The perimeter fence currently within Remediation Area 3 will stay in place during remedial activities. Soils from both sides of the fence are to be excavated. Following excavation on the west side of the fence, a temporary fence will be used to restrict access to the open excavation until the excavation has been backfilled. Up to 3 trees ranging from 16-18 inches in diameter may be located within Remediation Area 4. Excavation in Remediation Area 4 will minimize damage to the trees, including roots, and minimize destabilization of these trees. Any tree, including subsurface features (i.e. roots) and above ground ' features (i.e. stem, limbs) within Remediation Area 4 that is removed during excavation activities will be decontaminated by removing the maximum amount of adhered soils possible using methods such as shaking or those noted above in Site Preparation - Removal of Existing Site Features. Any decontamination method chosen to remove adhered soils from roots and other tree materials should also minimize dust generation. Materials in contact with Site soils can be disposed of off-site following decontamination along with materials that were not in contact with Site soils (i.e. stem, limbs). Remediation Area 4 will be excavated up to but not include the existing rip-rap erosion barrier. L2011-114 Attachmmts A-7 1 Excavation outside of the targeted remediation areas is anticipated during redevelopment to accommodate topsoil stripping, plantings, playground and pavilion construction, and other park redevelopment activities. Site soils yet to be removed during stripping, planting and construction activities and approximately 300 cubic yards of Site soils currently stockpiled onsite will be relocated to the stockpile containing soils from Remediation Areas 1, 2 and 3 destined for off-Site disposal,,recycling, or reuse. Soils from Remediation Area 4 will be stockpiled near but separate from soils from Remediation Areas 1, 2,and 3 pending results of disposal characterization analysis. Volumes of soil anticipated to be removed from the targeted excavation areas are as follows: ' Remediation Area 1 —70 cubic yards • Remediation Area 2—369 cubic yards ' Remediation Area 3 — 196 cubic yards • Remediation Area 4—416 cubic yards The total estimated volume of soil to be excavated is approximately 1051 cubic yards. An additional estimated 300 cubic yards of previously stockpiled and construction derived soils will also be removed from the site. The actual volume of soil removed will be dependent on soil conditions observed during excavation, the results of laboratory testing to confirm the removal of impacted soils and/or direction from the MassDEP Bureau of Waste Site Cleanup Groundwater Management Groundwater testing at the site has indicated contaminant concentrations are below applicable Massachusetts Contingency Plan groundwater standards. Because the proposed excavation activities are expected to terminate at a depth of 3 feet below grade, and historic groundwater elevations at the Site have been measured at greater than 5 feet below grade, excavation dewatering is not anticipated. In the _ event water is encountered in the proposed excavations it will be pumped to a holding tank until the excavation is complete and then drained back to the excavation for infiltration. Erosion Control Erosion and sedimentation are not expected to be a concern given the level topography of the Site. As a precaution, haybales will be placed downgradient of soil stockpiles, and stockpiles will be covered with polyethylene sheeting. As well, the existing hay bales and silt screening along the bank of the site will be maintained to prevent silt from entering the waterway(See figure of existing hay bales in Photographs in Attachment B). ' Backfill . ' Once the objectives of the RAM removal activities have been achieved, the targeted Remediation Areas will be backfilled flush to grade with a mix of clean, imported backfill. Backfill will be brought up to grades specified in the redevelopment plans. L2011-114 Attachmmts A-9 Real-Time Dust Momtorin The contractor will implement fugitive dust suppression to prevent levels of dust from exceeding the EPA National Ambient Air Quality Standards(NAAQS). (a) Federal, State, and Local Permits Federal Permits ' No Federal permit requirements are anticipated. If the total footprint of disturbance to the Site during RAM-related activities becomes greater than one acre, a Construction General Permit and Storm Water Pollution Prevention Plan will be required by the EPA. ' State Permits TRC anticipates that the proposed work will be conducted under the existing Chapter 91 permit. No other state permits are expected Local Permits The Project work is subject to the Wetlands Protection act and hence the reason for this filing. ' 3.3 Mitigation Measures The following summary of mitigation measures will be implemented to prevent impacts to wetlands resources. • Disturbed areas will be regarded to existing graded and re-seeded. ' • If seeding occurs outside of the growing season, temporary stabilization measures (i.e., mulching or erosion control blankets)will be used to prevent erosion until the area can be seeded during the following growing season. • The silt fence or hay bale barrier will be maintained along the top of bank where it currently exists during this work. i ' • A truck cleaning station will be provided at the entrance to the site to ensure trucks leaving the site do not track dirt offsite. The station will consist of a gravel parking area where hauling trucks will enter and park. Construction vehicles will deliver soil to the hauling trucks at this location so that hauling truck tires do not get coated with dirt while driving around the site. The ' station will also be equipped with mechanical devices(i.e. high pressure air knife or stiff bristled brooms) to clean the tires of these trucks as needed. ' • The contractor will implement fugitive dust suppression to prevent levels of dust from exceeding the EPA National Ambient Air Quality Standards(NAAQS). • Soil piles will be surrounded on at least three(3)sides with siltation control and covered if stored ' there. • Erosion and sedimentation control devices will be inspected weekly, and after storm events. Accumulated sediment will be.removed during these inspections and damages will be repaired or replaced promptly. Details of erosion control are shown on figure in Attachment D • Haybales will be installed around catch basins adjacent to the property to ensure silt does enter I ' these devices. See details on figure provided in Attachment D. ' 12011-114 Attachmmts A-10 • A qualified environmental professional under the direction of an LSP will be on site construction to ensure that work is carried out as detailed in this amendment. during 3.4 Evaluation of Impacts on Resource Areas Protected under the Act Land Subject to Coastal Storm Flowage There are no performance standards for LSCSF, however the guiding principle for work in LSCSF to protect the Interests of the Wetlands Protection Act, especially storm damage prevention and flood control. The remediation work when completed will maintain this landform in its current condition, and therefore will not alter the ability of this landform to protect the interests of the act compared to current conditions. ' Riverfront Area ' An evaluation of performance standards for Riverfront Area found in 310 CMR 10.58 (4) is summarized below. ' (4) General Performance Standard. Where the presumption set forth in 310 CMR 10.58(3) isnot overcome, the applicant shall prove by a preponderance of the evidence that there are no practicable and substantially equivalent economic alternatives to the proposed project with less adverse effects on the ' interests identified in M.G.L. c.131 § 40 and that the work, including proposed mitigation, will have no significant adverse impact on the riverfront area to protect the interests identified in MGL c. 131§40. In the event that the presumption is partially overcome, the issuing authority shall make a written ' determination setting forth its grounds in the Order of Conditions and the partial rebuttal shall be taken into account in the application of 310 CMR 10.58(4)(d)l.a. and e.; the issuing authority shall impose conditions in the Order that contribute to the protection of interests for which the riverfront area is significant. ' (a) Protection of Other Resource Areas. The work shall meet the performance standards for all other resource areas within the riverfront area, ... ' See above compliance review for the other resource area(land subject to storm flowage). ' (b)Protection of Rare Species. Not applicable. The project site is not located with an estimated habitat of protected species(see Figure 3 ' —Estimated Habitats Map). (c) Practicable and Substantially Equivalent Economic Alternatives. There must be no practicable and ' substantially equivalent economic alternative to the proposed project with less adverse effects on the interests identified in M.G.L. c. 131 §40. There is no practical alternative to conducting the proposed remediation work as it is required to comply ' with Massachusetts Remedial Action Plan for the site. 3.5 Compliance with Massachusetts Stormwater Standards The proposed project is consistent with the Massachusetts Stormwater Standards. Specifically, the work will not change the discharge and runoff characteristics of the property or affect wetlands regulated under the Wetlands Protection Act. ' L2011-114 Attachments A-I I 1 , 4.0 CONCLUSION The proposed remediation work will allow this important recreational resource to be available to the Citizens of Salem and the construction procedures and mitigation proposed herein will eliminate impacts to resources under the Wetlands Protection Act. ' 12011-114 Attachm=s A-12 - 1 Attachment B — Photos 1 1 1 1 1 1 1 1 1 1 L2011-114 Attachments C-1 1 t� x _ s _ r n,� r+ , h k Owl V � ' ' r FURLONG PARK EXISTING CONDITIONS PHOTOS 20 Franklin Street, Salem, MA �. Photo no. 1 Wannalancit Mills 650 Suffolk Street (��TRC Lowell,MA 01854 978-970-5600 Existing Erosion Controls Along Top of Bank MARCH 2011 ' 1 it 1 of Remediation Area No. 1: Located at southern end of park near baseball backstop 2 �3 p}3 FURLONG PARK EXISTING CONDITIONS PHOTOS 20 Franklin Street, Salem, MA Photo nos. 2 W ' Remediation Area No. 2: Located near outfield wannalancit Mins portion of baseball field ^TRC 650 Suffolk Street Lowell,MA 01854. ' - - - 978-970-5600 MARCH 2011 • y, �, ,. Yf� ' F . . IL gExs . aj i1 t �% rm '4 • b w�, 'R�1 Y RP +y' �•w1 4! . . Ali GFITTl �+ z�°may ..` JV •�f. \ -7kr' Aw , +�. � fes'. +� :e•+.,- � '�`� J-. b` Ir3'` ��'# .g t s _ . G c • I 1 -- - 1 • 1 .11 1 Attachment C - Previous Order of Conditions fl 1 I L2011-114 Attachments C-] r ' Massachusetts Department of Environmental Protection 64-469 Bureau of Resource Protection -Wetlands MassDeP File Number WPA Form 5 - Order of ConditionsDocumentTmnsactlon Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Tom A. General Information Important: Salem When filling out 1.From: forms on the Conservation Commission computer,use 2.This issuance is for check one): a only the tab key ( ) ® Order of Conditions b. ❑ Amended Order of Conditions to move your cursor-do not 3.TO: Applicant: use the return key. Kathleen Winn a.First Name b.Last Name ° City of Salem C.Organization 120 Washington Street tl Mailing Address Salem MA 01970 e.City/rown t.State g.Zip Code 4. Property Owner(if different from applicant): � a First Name b.Last Name City of Salem C.organization 1 93 Washington Street d Mailing Address Salem MA 01970 e.City/rown f.State g.Zip Code 5. Project Location: 20 Franklin Street Salem a.Street Address b.City/Tovm Map 27 Parcel 471 (Portion of the parcel that is not c.Assessors Map/Plat Number occupied by the adjacent auto salvage yard) Latitude and Longitude, if known: 42 31'40" 70 53'51" e.Latitude I.Longitude e. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.CeMiicate Number(it registered land) 1132 78 c.Book d.Page 7. Dates: April 16,2009 May 28,2009 June 18,2009 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance e. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Furlong Park Shoreline Stablization Existing Conditions Plan Sheet No. 1; Grading Layout and Materials Plan No.2;Details No.4 CDM b.Prepared 6y c.Signed and Stamped by d.Final Revision Date e.Scale Fudong Park Schematic Plan by CRJA May 13 2009 I.Additional Plan or Document Title g.Date wpatom5.tlac•rev.11Ne PogBt0l tt 1 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions DocumentTmmwfion Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem cityfrown B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ® Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ® Fisheries c ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2 This Commission hereby finds the project,as proposed,is:(check one of the following boxes) �j 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. 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). Inland Resource Area Impacts:Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and Bank or Bordering Vegetated Wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement a. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet s. Bordering Vegetated Wetland a.square feet b.square feel c.square feet tl.square feet s. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged i.dy dredged wpalIXm5.0oc• rev.11/09 Page 20111 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number 1' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted 7. El Bordering Land Alteration Alteration Replacement Replacement Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet e. El Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet ,1 s. ® Riverfront Area 124,476 124,476 a.total sq.feet b.total sq.feet Sq it within 100 it 77,686 77,686 77,686 77,686 c.square feet d.square feet e.square feet T-square feet Sq it between 100-200 tt 46,790 46,790 46,790 46,790 g.square feet h.square feet I.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) to. ❑ Designated Port Areas Indicate size under Land Under the Ocean,below 11. ❑ Land Under the Ocean a.square feet b,square feet c.c/y dredged d.dy dredged - 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches) a.square feet b.square feet a Gd y nourlshmL .Gy noudshmt. 14. ❑ Coastal Dunes a.square feet b square feet a ay noudshml d.c/y noudshmt. 1s. ® Coastal Banks +/-900 total +/-900 total �. a.linear feet b.linearfeet 1s. ❑ Rocky Intertidal Shores _ a.square feet b.square feet 1 17. ❑ Salt Marshes __ a,square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds e.square feet b.square feet c.oy-dredged d.cry dredged 1s. ❑ 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 Ma.cly dredged bay dredged 21. ® Land Subject to Coastal 56,034 56,034 Storm Flowage a.square feet b.square feet wpelormS.Uoe•rev.i ties Page 3 or 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MaesDEP File Number r WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem citylrom C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects: 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber,bricks,plaster,wire, lath, paper,cardboard, pipe,tires,ashes, refrigerators,motor vehicles,or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to 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. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or,"MassDEPI 1 "File Number 64-489 rvpelorm5.�c•rev,It/OB Pege 4 0111 1 Massachusetts Department of Environmental Protection 64-469 Bureau of Resource Protection - Wetlands MassDEP File-Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in wrtting whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property ' subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, 1 the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS ' 18. The work associated with this Order(the"Project")is(1)® 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. I w afofm doc•rev.11M Page 5 of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem city/rom C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) ' 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; fi. as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized; 1 N.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. 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 fl.)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-tens 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. �ro,ms.ea•,e.,r rros Pape e a r r Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 5 - Order of Conditions Document Transaction Number 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/rown 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): ' D. Findings Under Municipal Wetlands Bylaw or Ordinance t. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The 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 Omer of Conditions is issued. r •yalormS,Eoc•rev,11/Oe PeOe]ol 11 II ' Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MaSSOEP Fie Number WPA Form 5 - Order of Conditions document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityrrown D. Findings Under Municipal Wetlands Bylaw or Ordinance (cont.) ' b. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: ' 1.Municipal Ordinance or Bylaw 2.citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows(if you need more space for additional conditions,attach a text document): vryelonn5.tloc•rev.11/ea Page Bol II Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MassDEP Flee Number WPA Form 5 - Order of Conditions Document Transaction Number ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town E. Signatures and Notary Acknowledgement 1 This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. 1.Date of issuance Please indicate the number of members who will sign this form. 5(five) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of 1 Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: Notary Acknowledgement Commonwealth of Massachusetts County of Essex On this 28 May 2009 Day Of Month Year ' Before me,the undersigned Notary Public, D. Pabich, R.Christie, K.Cornacchio,A. personally appeared Hamilton,and K.Glidden proved to me through satisfactory evidence of identification,which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem cityirown Conservation Commission Signature of Notary Public Carey R. Duques Printed Name of Notary Public ' Place notary seal and/or any stamp above. August 16,2013 My Commission Expires(Date) This Order is issued to the applicant as follows: ' ❑ by hand delivery on ❑ by certified mail,return receipt requested,on Date Data "ak,m Aoc•rev. 11109 Papa 9of 11 Massachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection -Wetlands MasDEP Fie Number WPA Form 5 - Order of ConditionsDocument Transachm Number 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Tom 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. i 1 Section G,Recording Information,is available on the following page. wpalarm5.tbc•rev.11!08 ' Page 100111 LlMassachusetts Department of Environmental Protection 64-489 Bureau of Resource Protection- Wetlands MassoEP File Number WPA Form 5 - Order of Conditions Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land ' subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on 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: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 20 Franklin Street 64-489 - Project Location MassDEP File Number ' Has been recorded at the Registry of Deeds of: County Book Page ' for. Property Owner and has been noted in the chain of title of the affected property in: ' Book Page In accordance with the Order of Conditions issued on: Date ' If recorded land,the instrument number identifying this transaction is: instrument Number - - IIf registered land,the document number identifying this transaction is: Document Number - Signature of Applicant totes ex• �.t Iroe PogB 110 11 ' Attachment to Order of Conditions#64-489 Page:l�of 6 SALEM CONSERVATION COMMISSION DEP FILE#64-489 ' 20 Franklin Street,Furlong Park City of Salem,Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map (June 1, 2003) from Natural Heritage& Endangered Species Program(NHESP)of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L.Chapter 131,Section 40 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 34,Section 34-1 —34-13. This Order permits the renovations to the existing Furlong Park;please note this Order is only for the portion of the ' property at 20 Franklin Street that is north of the existing chain link fence,refer to approved site plans. The property currently encroached on by the adjacent junk yard is not permitted under this Order of Conditions. The proposed renovations include shoreline stabilization requiring work in a Coastal Bank, Land Subject to Coastal Storm Flowage and Riverfront Area. Stabilization of the bank will reduce the erosion occurring and reduce the debris and ' material that is entering the North River. It was determined by the Conservation Commission that the Coastal Bank along Furlong Park does not serve as a sediment source. The Commission concurred with the evaluation provided by the City's consultant Dwight Dunk of CDM explaining the numerous reasons for why this bank is not a sediment ' source (see attached letter to the Commission Members dated June 17, 2009). The shoreline stabilization method for the southerly portion of the shoreline (approximately 400 linear feet) is a hybrid solution combining a rip rap slope with planting shelves to add vegetation to the slope. Repairs are also proposed for the existing riprap located on the northerly portion of the site (approximately 500 linear feet). Approved repairs are believed to strengthen the existing slope by installing a geotextile fabric landward of the placed stones, reducing the debris such as granular fill, glass, metals and other material that migrates from behind the rock slope. Existing voids are to be filled with granular material to finish the grades that will then be loamed and seeded to establish turf. ' The construction of a car top boat launch is also permitted. The approved location is midway up the shoreline of the park. The presence of the boat launch was not found to have an adverse impact to the resource area. The Notice of Intent outlines mitigation measures,such as working during the low tide cycle, that the Commission agreed would mitigate construction impacts to the resource area. ' Due to the history of the site and the fact that it was created by filling a tidal area in 1927 with urban fill, the Conservation Commission is requiring that a Licensed Site Professional (LSP) review the proposed construction activities and make changes in the procedure where necessary. The LSP shall also be on site while work is occurring along the costal bank. The reorientation of the existing baseball field is permitted under this Order. The field will be re-graded and planted ' with a grass mix. A walking path has been permitted under this Order,and is to be located near the waters edge. Since this is a redevelopment project the project is subject to the stormwater standards only to the maximum extent practicable. All stormwater will be recharged and no new discharges are included in this project. Plantings adjacent to the path will help to filter the stormwater,ultimately improving water quality. The applicant agreed to install silt fence or straw bales along the down-gradient limit of work prior to commencement of earth working activities to Attachment to Order of Conditions#64-489 Page 2of 6 prevent the migration of sediment and debris to down-gradient recourses and to demarcate the limit of work. Renovations to the upland features of the park located in the Riverfront Area, such as replacements to the existing ' play structures,were seen as minor in nature that would have little to no adverse affect on the resource area. ' GENERAL CONDITIONS I This Order of Conditions must be recorded in its entirety(all 6 pages)at the Essex County Registry of Deeds or the Land Court for the district in which the land is located,after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131,Section 40,Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 34,Section 341 —34-13. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones,other than that approved in this Order, ' shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing,a sign shall be displayed showing DEP File#64489,and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. 8. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in ' interest or successor in control of the property referenced in the Notice of intent,supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of ' Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal,state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L.92-500, 86 stat.816),U.S. Army ' Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec.27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G.L.Ch.2 1 A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the Attachment to Order of Conditions#64-489 Page•3of 6 III , septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. ' (4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). ' 10. If there are conflicting conditions within this'Order,the stricter condition(s)shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. ' 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Furlong Park Shoreline Stabilization: Existing Conditions Plan Sheet No I (Tale) ' May 2009 (Dated) CDM ' (Signed and Stamped by) City of Salem Conservation Commission (On file with) I ' Furlong Park Shoreline Stabilization: Grading Layout and Materials No. 2 (Title) May 2009 (Dated) CDM ' (Signed and Stamped by) City of Salem Conservation Commission (On file with) Furlong Park Shoreline Stabilization: Details Sheet No.4 (Title) May 2009 (Dated) CDM ' (Signed and Stamped by) City of Salem Conservation Commission (On file with) Attachment to Order of Conditions#64-489 Page 4of 6 Furlong Park: Schematic Plan (Tule) May 13,2009 (Dated) CRJA (Signed and Stamped by) _City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved i ' plan(s)shall require the applicant to file a Notice of Proiect Chane with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the change(s)is substantial enough to require filing'a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. PRIOR TO CONSTRUCTION 17. Prior to the commencement of any activity on this site other than activities listed above,there shall he a Pre-Construction Meeting between the project supervisor,the contractor responsible for the work,and a member of the Conservation Commission or its Administrator 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 Commission Agent at(978)745-9595 ext 311 at least forty-eight(48) hours prior to any activity 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 Administrator 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 twenty(20)hay bales and sufficient supply of wooden stakes stored under cover on the site to be used only for emergency erosion control. EROSION CONTROL ' 21. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the ' minimum standards for this project; the Commission may require additional measures. ' Attachment to Order of Conditions # 64-489 Page 5of 6 22. All debris,fill and excavated material shall be stockpiled a location far enough away from the North River to prevent sediment from entering the river. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. ' 24. The area of construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered ' through hay bale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty(30)days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. ' 27. If soils are to be disturbed for longer that 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 I ' 28. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. ' 29. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 30. All waste products,grubbed stumps,slash;construction materials,etc.shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. 31. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage ' system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 32. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 33. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 34. There shall be no pumping of water from wetland resource areas. 35. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 36. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. ' 37. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21 A,section 16. Attachment to Order of Conditions # 64-489 Page Gof G AFTER CONSTRUCTION ' 38. Upon completion of construction and final soil stabilization,the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. ' (3) An "As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing Post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: ' (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best ' management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- ' "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; ' 39. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 40. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 41. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. ADDITIONAL CONDITIONS 42. A Licensed Site Professional(LSP)shall review the proposed construction activities. He/She shall ' submit a letter to the Conservation Commission approving the proposed technique or recommending changes in the proposed procedure where necessary. The LSP shall be on site while work is occurring along the costal bank. 1 i 1 1 Attachment D — Project Plans 1 1 1 1 it 1 1 1 1 1 1 1 1 L2011-114 Attachments D I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C�2TRC � �� TRC L RELEASE ABATEMENT MEASURE PLAN Furlong Park Soil Excavation and Removal 20 Franklin Street Salem, Massachusetts MassDEP RTN 3-29262 Prepared for: The Metropolitan Area Planning Council 60 Temple Place Boston, MA 02111 On Behalfof. City of Salem Department of Planning and Community Development 120 Washington Street Salem,MA 01970 Prepared by: TRC Environmental Corporation Wannalancit Mills 650 Suffolk Street Lowell,Massachusetts 01854 (978) 970-5600 February 2011 1 RELEASE ABATEMENT MEASURE PLAN ' Furlong Park Soil Excavation and Removal 20 Franklin Street Salem, Massachusetts MassDEP RTN 3-29262 Preparedfor:, The Metropolitan Area Planning Council 60 Temple Place Boston,MA 02111 On Behalf of.- City fCity of Salem Department of Planning and Community Development 120 Washington Street Salem,.MA 01970 Prepared by: ' TRC Environmental Corporation Wannalancit Mills ' 650 Suffolk Street Lowell, Massachusetts 01854 (978) 970-5600 February 2011 TABLE OF CONTENTS 1.0 INTRODUCTION................................. 1-1 1.1 Purpose................... ................................................................................................... 1-1 1.2 Scope of Work.............................................................................................................1-1 2.0 BACKGROUND............................................................................................................2-1 2.1 Site Description............................................................................................................2-1 2.2 Geologic and Hydrologic Conditions..........................................................................2-1 2.3 Release History...................................... ...................................................................2-2 2.4 Previous Environmental Investigations.......................................................................2-2 2.4.1 Alliance Environmental GroupInvestigations.....................................................2-2 2.4.2 MCP Phase I Initial Site Investigation and Tier Classification...........................2-4 2.4.3 Soil Sampling Results..........................................................................................2-4 2.4.4 Sediment Sampling Results........................................................................ ......2-5 2.4.5 Stormwater System and Outfall Sediment Results..............................................2-7 2.4.6 Stormwater System and Outfall Water Results ...................................................2-7 2.5 Screening-Level Risk Characterization:......................................................................2-8 3.0 RELEASE ABATEMENT MEASURE PLAN (310 CMR 40.0444).........................3-1 �1 4.0 PUBLIC INVOLVEMENT...........................................................................................4-1 5.0 REFERENCES...............................................................................................................5-1 e L2011-070 _ RAM Plan TABLES Table 1 — Summary of Analytical Results for Soil Samples Table 2 — Summary of Analytical Results for Sediment Samples Table 3— Summary of Analytical Results for Groundwater Samples Table 4— Summary of Analytical Results for Outfall Surface Water Samples Table 5— Summary of Analytical Results for Outfall Sediment Samples Table 6- Summary of Analytical Results for Manhole Surface Water Samples Table 7— Summary of Analytical Results for Manhole Sediment Samples e FIGURES Figure 1 — Site Location Map Figure 2— Soil Sampling Locations Figure 3 — MassDEP Priority Resources Map Figure 4— Proposed Release Abatement Measure Plan APPENDICES Appendix A—Site Redevelopment Plans Appendix B—Public Notification Letters � f L2011-070 ii RAM Plan r 1.0 INTRODUCTION On behalf of the City of Salem (the"City"),TRC Environmental Corporation (TRC) has prepared this Release Abatement Measure(RAM) Plan for property known as Furlong Park, which is located at 20 Franklin Street in Salem,Massachusetts(the"Site"). RAM Plan activities were funded through the Metropolitan Area Planning Council (MAPC) Brownfields Coalition Grant. Soil excavation, management, and cleanup work will be performed on behalf of the City to facilitate completion of on-going park improvement activities at the Site. This RAM Plan and the MCP certifications required by the City of Salem and the Licensed Site Professional (LSP) were submitted to the Massachusetts Department of Environmental Protection(MassDEP) electronically via eDEP. � 1.1 Purpose TRC was retained by the MAPC to prepare a RAM Plan fulfilling the requirements of 310 Code of Massachusetts Regulations(CMR) 40.0444,,as set forth in the Massachusetts,Contingency Plan(MCP). This RAM Plan provides the framework for achieving remedial objectives, outlines the remedial action sequence, and provides the regulatory vehicle under which Site remediation can occur. The remedial objective is to reduce potential risk to future users of Furlong Park from exposures to accessible surface soils containing metals and polycyclic aromatic hydrocarbons (PAHs) associated with historic urban fill. 1.2 Scope of Work The City hired a contractor to improve the Site, in accordance with the construction plans included in Appendix A. The construction plans call for many improvements and upgrades to the existing park features, including the baseball field, tennis courts, seating areas, and playground areas. The construction activities were substantially complete in 2010. However, construction activities were halted in May of 2010 because of the discovery of potentially impacted soils. The objective of this RAM Plan is to reduce the level of risk at the Site, which will allow park improvements to continue and for the park to re-open for recreational use. Work to be performed in accordance with this RAM Plan includes: • Excavation of impacted soils to accommodate redevelopment plans; t Segregation and stockpiling of soils based on pre-characterization data and field screening results; '� • On-Site reuse of soil that is deemed suitable based on laboratory analyses,- Off-Site nalyses;Off-Site reuse, recycling, or disposal of contaminated soil; and, • Importing and backfilling of additional clean soil to replace excavated soils,where necessary; • Environmental monitoring during performance of the activities listed above. �' L20II-070 I-1 RAM Plan This RAM Plan does address contaminated sediments in the North River along the eastern shoreline of the Site, which may pose ecologic risk above MassDEP risk levels. Sediment contamination will be further evaluated and if necessary, cleaned up as part of future Comprehensive Response Actions at the Site. S r L2011-070 1-2 RAM Plan 2.0 BACKGROUND 12.1 Site Description The Site consists of a 5.50 acre irregular shaped lot identified as Parcel 27-0471-0 in the City of Salem Assessor's Database. A Site Locus Map is included as Figure 1. Some of the eastern portion of the Site consists of tidal flats associated with the North River. Approximately two and one half acres of the Site is located below the water line at high tide. The Site is owned by the City of Salem and is zoned for residential conservation. The Site is a recreational park consisting of a baseball field, tennis court,basketball court, grassed areas,and small seating pavilion along with a paved walking path. The Site has not been used as a park since it was temporarily closed for renovations in September 2009. Renovations were halted in May 2010 upon the discovery of potentially impacted soil material, and no onsite workers have been consistently present at the Site since that time. The Site is currently inaccessible due to a chain link security fence and the presence of the North River,which flows in a northerly direction along the eastern boundary of the Site. A Site Plan is included as Figure 2. The site surface slightly slopes down from Franklin Street east toward the river bed. The river bed slopes towards the center of the river channel, and is underwater at high tide. There is a constructed stone plant bed and/or riprap between the grass at the Site and the area of beach sediment. The surface of the Site drops up to five feet from the grass area of the Site across the stone plant bed and/or riprap to the beach sediment. Surface drainage catch basins exist on the western and eastern sides of Franklin Street immediately to the west of the Site. These catch basins drain to the three outfalls on the river bank to the east of the Site. 2.2 Geologic and Hydrologic Conditions Surface soils at the Site largely consist of a layer of loamy topsoil on top of medium brown sand with little intermixed gravel and trace evidence of fill (coal ash, slag). The layer of topsoil and sand ranges from three inches to seven feet deep. Underlying the topsoil/sand layer is a fill layer consisting of ash,brick fragments, cobble,broken glass and porcelain, and slag among other items. The fill layer ranges from five and one half feet to nearly fifteen feet thick. Underneath the fill layer lies dense native grey or tan silty marine sediments, which are considered to be native materials. Native materials were encountered from eleven to eighteen feet below the ground surface. Site sediments are exposed during low tides,and consist of organic silt to a depth of six inches, underlain by a mixture of organic silt and fine sand to a depth of twelve inches. Exceptions to this are the beach sediments adjacent to the eastern and southeastern shoreline of the Site,which consist of coarse sand, gravel, shell fragments, and broken glass to a depth of inches and organic silt and sand with some shell fragments, gravel and broken glass to a depth of twelve inches. Possible coal tar was discovered in one sediment boring adjacent to the eastern shoreline of the Site, at depths between two and twelve inches. Conditions encountered during soil and sediment sampling activities appear consistent with historic filling of the river bed. L2011-070- 2-1 RAM Plan General Site topography is relatively flat. Based on potentiometric surface elevations calculated at four existing monitoring wells, groundwater appears to flow toward the North River and is likely influenced by tidal activity. 2.3 Release History In 2009, the City of Salem initiated work to renovate and enhance the park located at the Site. During the renovation work which began in September 2009,material reported to be coal ash containing high levels of lead was encountered in the subsurface at the park. This finding resulted in the temporary suspension of the renovation work. Coal tar was also reported to be present in river sediments in a localized area adjacent to the site. Based upon historical information provided by the City of Salem, including a Massachusetts General Law Chapter 91 Waterway Permit,and information available from the Essex South Registry of Deeds, the land was filled starting in 1926 and has been owned by the City of Salem since then. Historic aerial photography suggests filling of the Site was completed before 1938. The fill material is comprised of asphalt fragments(a potential source of PAHs),broken pottery and plates, broken glass bottles, brick, pieces of concrete, angular gravel, fine to coarse sand, ash and miscellaneous debris. The source of the fill used to make the land for the park is not known. MassDEP has assigned Release Tracking Number(RTN) 3-29262 to the Site. 2.4 Previous Environmental Investigations 2.4.1 Alliance Environmental Group Investigations On March 18, 2010, Alliance Environmental Group (AEG) excavated 17 test pits to a maximum depth of four feet. Soil samples from four test pits were submitted for laboratory analysis. On April 9,2010,AEG advanced 35 soil borings at the Site, four of which were completed as monitoring wells. Samples from 29 boring locations were submitted for laboratory analysis. All samples of soil/fill were obtained from less than three feet below the ground surface. « Also on April 9, 2010, AEG also collected and submitted for laboratory analysis I 1 samples from beach sediment from the bank of the North River, on the eastern shoreline of the Site. One sample of possible coal tar from the beach sediment was collected on April 9, 2010 and submitted for laboratory fingerprint analysis_ According to a recent communication with AEG, the beach sediment samples were obtained from the upper three inches of sediment. !, On April 23, 2010 AEG collected groundwater samples from the four installed monitoring wells and submitted them for laboratory analysis. On May 3, 2010, AEG collected groundwater -' samples from two of the four installed monitoring wells and submitted them for laboratory analysis. Results of the AEG sampling efforts are summarized below. Summaries of laboratory analytical results for samples are included in tables for: soil samples(Table 1), sediment samples (Table 2), and groundwater samples (Table 3). L2011-070 2-2 RAM Plan 1 � � 1 • VOCs, PAHs, EPH hydrocarbon ranges and total cyanide were not detected in groundwater samples collected from the four onsite monitoring wells (i.e., MW 1 through MW-4) screened in the fill and concentrations of detected dissolved metals were below MCP Method I GW-3 groundwater criteria, which apply to the Site. Low concentrations of barium and selenium were detected in each groundwater sample, and low concentrations of chromium and lead were detected in at one location(MW-2). • PAHs were detected in all soil and sediment samples analyzed for this parameter, and, with the exception of the C9 to C1$ aliphatic hydrocarbon range, EPH hydrocarbon ranges were detected in the one soil/fill sample analyzed for this parameter. Cyanide was not detected in soil/fill, while six of the eight Resource Conservation and Recovery (RCRA) metals (arsenic, barium, cadmium, chromium, lead, and mercury) were detected in one or more of the soil/fill and beach sediment samples. Review of the data indicates exceedances of MCP Method 1 S-1/GW-3 criteria for the following analytes in one or more of the samples: benzo(a)anthracene, cluysene, benzo(b)fluoranthene, benzo(k)fluoranthene, benzo(a)pyrene, indeno(1,2,3-ed)pyrene, dibenzo(a,h)anthracene, cadmium, chromium, and lead. • Cadmium, chromium, and lead were detected at levels exceeding the MCP Method 1 S- I/GW-3 criteria in soils, and, with the exception of cadmium, in shoreline sediments. Cadmium was detected infrequently in soils, and exceedances of the MCP Method 1 S- 1/GW-3 criterion for cadmium appear to be localized and generally co-located with chromium or lead exceededences of respective MCP Method I S-I/GW-3 criteria. • Chromium was detected above the 30 mg/kg S-1/GW-3 threshold for total chromium in soils and exposed sediments along the shoreline, and in localized upland areas of the Site. It is significant to note that the highest concentration of chromium (319 mg/kg) was detected in an upstream sediment sample. Concentrations of chromium in samples collected in sediments along the high water mark were below the MCP Method 1 S- I/GW-3 threshold, and concentrations of chromium in sediments generally increased proportional to the distance from the shoreline. These data suggest that elevated concentrations of chromium in the sediments are most likely attributable to off-Site sources. It should be noted that the 30 mg/kg criterion is based upon the assumption that the chromium is composed entirely of the hexavalent species, which rarely is true. A higher criterion (1,000 mg/kg) applies to trivalent chromium but in order to apply this criterion, samples must be analyzed for both total and hexavalent chromium or speciated chromium. One sediment sample (SS7101) was analyzed for speciated chromium and found to contain,203 mg/kg trivalent chromium, while hexavalent chromium was not detected. It is likely that chromium present at the Site is predominantly in the less toxic, trivalent form. • Lead was detected above applicable MCP Method 1 S-1/GW-3 cleanup standard in sediment samples collected adjacent to the shoreline, and in the fill layer in several upland areas of the Site. One area of elevated lead concentrations occurs in the vicinity ' of a storm water catch basin along Franklin Street adjacent to the park. The catch basin appears to be associated with the northernmost outfall observed along the shoreline of the L201 I-070 2-3 RAM Plan �I park. Elevated concentrations of lead were detected in sediments located at the outfall of this catch basin. • Total petroleum hydrocarbon (TPH) fingerprint analysis of a debris sample collected from the shoreline of the site indicated a profile resembling coal tar, exhibiting a TPH concentration of 58,500 mg/kg. Findings of this investigation were reported to the MassDEP on May 6, 2010. MassDEP subsequently assigned RTN 3-29262 to the Site, and issued a Notice of Responsibility(NOR) to the City on May 25, 2010 to perform environmental response actions at the Site. 2.4.2 MCP Phase IInitial Site Investigation and Tier Classification In support of an MCP Phase I Initial Site Investigation report and Tier Classification,TRC conducted surface soil, sediment, stormwater, and stormwater associated sediment investigation activities at the Site in October and November,2010. The overall scope of the Phase I investigation was to further characterize soils and sediment, delineate horizontal and vertical extents of impacted soils and sediment, assess possible sediment impacts from stormwater, and assess risk associated with impacted media at the Site_ s Results of the TRC Phase I investigation were as follows: 2.4.3 Soil Sampling Results VOCs VOCs were identified at detectable levels, but below the applicable standards, in six out of seven soil samples collected from the fill layer encountered at each soil boring. No VOC concentrations were identified above MCP Method 1 S-1/GW-2 and/or GW-3 cleanup standards. PAHs At least one PAH constituent was identified at above applicable MCP Method S-1/GW-2 and/or GW-3 cleanup standards in two of the samples collected from the topsoil [SB-06(0-2') and SB- 07(0-2')], and in five of the seven samples collected from the fill layer[SB-02 (Fill)(7-15'), SB- 04 (Fill)(3-13'), SB-05 (Fill)(2-15'), SB-06 (Fill)(2=15'), and SB-07 (Fill)(5.5-11')]. The PAH constituents include: Benzo(a)anthracene, Benzo(a)pyrene, Benzo(b)fiuoranthene, Dibenz(a,h)anthracene, and Indeno(1,2,3-cd)pyrene. Metals At least one MCP 14 metal was identified at detectable levels in each sample collected from the topsoil, fill layer, and native soil. Metals were detected at elevated concentrations in the fill horizon Antimony,Arsenic, Barium, Cadmium,Total Chromium, Lead,Nickel, and Zinc. Elevated concentrations of certain metal were also detected in certain samples collected from the topsoil layer and native soils beneath the fill. L2011-070 24 RAM Plan Hexavalent Chromium Hexavalent chromium was identified at detectable levels, but below the applicable MCP Method 1 S-1/GW-3 cleanup standard, in one sample out of six samples analyzed for hexavalent chromium. Total Cyanide No samples analyzed for total cyanide exceeded the applicable MCP Method 1 S-1/GW-3 ' cleanup standard for total cyanide. -Oxidation/Reduction Potential (ORP)and off ' Soil samples were analyzed for pH and ORP to assist in choosing sample locations for analysis of hexavalent chromium. Soil ORP values ranged from-150 mV at SB-02 (Fill)(7-15') to+170 mV at SB-05 (Fill)(2-15'). Soil pH values ranged from 6.6 at SB-03 (0-3"), SB-04(0-2')(Field duplicate) and SB-05 (0-2')to 10 at SB-06 (0-2'). Other Analytes Sample SB703 (Fill)(2-15')was also analyzed for SVOCs, PCBs, ignitability, and reactivity to assess possible coal tar impacts at this location. Multiple SVOCs were identified at detectable levels at this location, but all were below the applicable S-I standards. No PCB aroclors were detected above laboratory reporting limits. The sample did not exhibit ignitability, and neither reactive sulfide nor reactive cyanide was detected above laboratory reporting limits. 2.4.4 Sediment Sampling Results Concentrations of contaminants found in sediment samples were compared to MassDEP Stage 1 Freshwater Sediment Screening Criteria. These criteria consist of Probable Effect Concentration (PEC)and Threshold Effect Concentration (TEC). VOCs 0 ' No PECs or TECs are set for the VOC contaminants which were identified in sediment above laboratory detection limits,which included toluene and 1,2-dichlorobenzene. Napthalene was also detected as a VOC above laboratory reporting limits,but is discussed in the PAHs section. PAHs PAHs were identified at detectable levels in all 12 samples collected from 0-3 inches, all 12 samples collected from 8-12", and in both field duplicates collected for PAHs. Several individual constituents were identified above applicable PEC and/or TEC criteria, including: Anthracene, Benzo(a)anthracene, Benzo(a)pyrene, Chrysene,Dibenzo(a,h)anthmcene, Fluoranthene, Fluorene,Napthalene, Phenanthrene, and Pyrene. ' L2011-070 2-5 RAM Plan Metals At least one MCP 14 metal was identified at detectable levels in all 12 samples collected from 0- 3 inches,all 12 samples collected from 8-12". The following metals were detected above applicable PEC and/or TEC criteria: Arsenic,Barium, Cadmium, Total Chromium, Lead, _ Mercury, Nickel, Zinc. ' Hexavalent Chromium ' No PECs or TECs are set for the hexavalent chromium which was identified at detectable levels in one sample out of four samples analyzed for hexavalent chromium. Total Cyanide No PECs or TECs are set for the total cyanide which was identified at detectable levels in five ' out of six samples and an associated field duplicate analyzed for total cyanide. Oxidation/Reduction Potential (ORP)and VH Sediment samples were analyzed for pH and ORP to assist in choosing sample locations for analysis of hexavalent chromium_ Sediment ORP values ranged from-120 mV at SED-118 (0- 3") to+220 mV at SED-113 (0-3"). Sediment pH values ranged from 6.8 at SED-115 (0- 3")(Field Duplicate) to 8.8 at SED-116 (8-12")(Field Duplicate). Acid Volatile Sulfide/Simultaneously-Extracted Metals (AVS/SEM) Sediment samples were analyzed for AVS/SEM to assess the bioavailability of metals in the river sediments adjacent to the Site. Four out of eighteen samples collected indicated bioavailable toxicity(i.e., exhibited an SEM/AVS ratio greater than 1): SED-114 (0-3"), SED- 114(0-3") (Field Duplicate), SED-119 (0-3"), and SED-122 (0-3"). Total Organic Carbon(TOC) Select sediment samples were analyzed for TOC to assist in assessing the toxicity of metals to environmental receptors in the sediment. Total organic carbon content of sediment sampled collected ranged from 1.83% at SED-116 (0-3")to 5.47% at SED-113 (0-3"). ' Other Analytes Samples SED-115 (0-3") and SED-115 (8-12") were also analyzed for SVOCs,PCBs, ignitability, and reactivity to assess possible coal tar impacts at this location. Multiple SVOCs were identified at detectable levels at this location, but all were discussed in the PAHs section above.No PCB aroclors were detected above laboratory reporting limits. The samples did not exhibit ignitability, and reactive cyanide was not detected above laboratory reporting limits. Reactive sulfide was detected at 54 mg/kg at SED-115 (8-12"). 12011-070 2-6 RAM Plan Toxicity Characteristic Leaching Procedure (TCLP)analysis was performed at specific locations ' to characterize for potential offsite disposal. TCLP analysis was only performed for compounds where total concentrations exceeded by 20-fold the thresholds identified in 310 CMR 30.125b (the"twenty times rule"). TCLP lead was detected at 7,500 µg/L in SED-115 (0-3") and 10,000 µg/L in SED-115 (8-12"). TCLP chromium was detected at 47 ltg/L in SED-115 (0-Y). 2.4.5 Stormwater System and Outfall Sediment Results ' Concentrations of contaminants found in sediment samples from stormwater manholes and outfalls were compared to the Effects Range Low (ERL)of the NOAA Screening Quick Reference Tables for Marine Sediment. VOCs ' A certain location was sampled for VOCs following a sheen was observed emanating from the sediments(SSO-SED-1). Napthalene was detected as a VOC above laboratory reporting limits, but is discussed in the PAHs section. No other VOCs were detected above laboratory reporting limits. ' PAHs At least one PAH constituent was identified at above applicable NOAA ERL criteria in all three stormwater outfall sediment samples collected. The PAH constituents include: Acenaphthene, Acenaphthylene, Anthracene, Benzo(a)anthracene, Benzo(a)pyrene, Chrysene, Dibenz(a,h)anthracene,Fluoranthene, Fluorene, 2-Methylnaphthalene,Naphthalene, Phenanthrene, and Pyrene. PAH constituents were detected above laboratory reporting limits but below the applicable NOAA ERL criteria in the Stormwater manhole sediment sample collected. Metals At least one MCP 14 metal was identified at detectable levels in all three samples collected from the stormwater outfalls and in the sample collected from a Stormwater manhole. The following metals were detected above applicable NOAA ERL criteria: Arsenic, Cadmium,Total Chromium, Lead,Mercury,Nickel, and Zinc. 2.4.6 Stormwater System and Outfall Water Results Concentrations of contaminants found in water samples collected from Stormwater manholes and ' outfalls were compared to the EPA National Recommended Water Quality Criteria for Saltwater Criterion Continuous Concentration(CCC). PAHs No PAHs were identified above laboratory reporting limits irr the two outfall water samples and three manhole water samples collected. L2011-070 2-7 RAM Plan Metals At least one MCP 14 metal was identified at detectable levels in all two samples collected from the stormwater outfalls and two out of three samples collected from stormwater manholes. The following metals were detected above applicable EPA CCC: Arsenic, Lead, Nickel, Selenium, and Zinc. 2.5 Screening-Level Risk Characterization An MCP Method 3 Site-Specific Risk Characterization was completed for the Site and included in TRC's MCP Phase I Initial Site Investigation Report and Tier Classification (TRC, 2010). The risk characterization was conducted with consideration of the proposed redevelopment plans for the Site, and concluded that certain Site soils pose a significant risk to current park visitors, including: • accessible surface soils (zero to three foot depths, not covered by future pavement and ' buildings); To mitigate this risk, remedial action was recommended for accessible surface soils, and a Notice 1 of Activity and Use Limitation(AUL) is required to control park visitor exposures to soils greater than 3 feet in depth as well as to prevent changes in land use that result in soil exposures of greater intensity and frequency than by a park visitor(e.g., residential land use). Based on a Site-specific risk/hazard calculation,an AUL was not determined to be necessary for mitigation of construction/excavation worker exposures to potentially accessible soils. Results of the Risk Characterization also indicated that the majority of contaminants found in sediment were likely attributable to local conditions with the exceptions of arsenic and lead. Both arsenic and lead were detected above applicable PEC and/or TEC criteria. Therefore, a Stage II Ecologic Risk Characterization is necessary. The Stage II Ecologic Risk Characterization was outside the scope of the Phase I Investigation. Therefore,the Stage II Ecologic Risk Characterization and subsequent work to cleanup sediments, if necessary, will conducted during future Comprehensive Response Actions. L2011-070 2-8 RAM Plan ' 3.0 RELEASE ABATEMENT MEASURE PLAN (310 CMR 40.0444) This RAM Plan is organized according to the minimum information needs set forth under 310 CMR 40.0444(l)(a) through(i) of the MCP. (a) Person Assuming Responsibility for Conducting the Release Abatement Measure The party undertaking this RAM is: The City of Salem ' Department of Planning and Community Development 120 Washington Street Salem,Massachusetts 01970 ' Contact: Ms. Kathleen Winn (978) 619-5684 ' Relationship to Site: Owner/Operator (b) Description of Release, Including Site Conditions and Surrounding Receptors ' A detailed description of Site conditions is provided in Section 2. The Site is the location of Furlong Park, which has been closed for renovations since September of 2009. During renovation activities in early 2010, material reported to be coal ash containing high levels of lead was encountered in the subsurface at the park. Coal tar was also reported to be present in river sediments in a localized area adjacent to the site. Based upon historical information provided by the City of Salem, including a Massachusetts General Law Chapter 91 Waterway Permit, and information available from the Essex South Registry of Deeds, the land was filled starting in 1926 and has been owned by the City of Salem since that time. No on-Site structures have been present at the Site,with the exception of an open-air picnic pavilion,which was constructed in 2009. A MassDEP Priority Resources Map is presented as Figure 3. Multiple natural resource areas located within 500 feet of the Site, including protected open space, surface waters such as the North River(tidal), tidal flats, and salt wetlands. Groundwater beneath the Site flows southerly toward the North River, which serves as an active fish habitat. The Site is also located within the ' FEMA 100 year floodplain. The following natural resource areas are not located within 500 feet of the Site: certified vernal pool,Zone II drinking water supply area, Interim Wellhead Protection Area,Zone A Area, Potentially Productive Aquifers, Areas of Critical Environmental ' Concern, Sole Source Aquifer, habitats of Species of Special Concern or Threatened or Endangered Species: At least one residence is located within 500 feet of the Site. Considering the average population density of Salem was 4,986 people per square mile based on 2000 United States Census data, the estimated residential population within one-half mile of the Site is about 3,900 people. No Institutions are located within 500 feet of the Site. Surrounding properties are serviced by a municipal drinking water system and a publicly owned wastewater treatment facility (POTW). 12011-070 3-1 RAM Plan No wells used for private purposes (i.e. drinking water, irrigation) appear to be located within ' 500 feet of the Site., (c) . Release Abatement Measure Objectives ' The objective of this RAM Plan is to reduce human health risk associated with soils at the Site to acceptable levels by demonstrating that a condition of No Significant Risk to human health has been achieved. After reviewing the redevelopment construction plans, TRC concluded in a site- specific risk characterization that certain accessible and potentially accessible soils present unacceptable risk to current park visitors and future residential users(Section 2.5). Before the Site can reopen to park visitors, the following is required of the Site: • Elimination of the potential for park visitor exposures to accessible surface soils; and • Elimination or restriction of the potential for park visitor and future resident exposures to potentially accessible soils. In addition, the RAM Plan aims to facilitate the redevelopment of the Site by providing the MCP framework for the management and off-Site disposal of regulated soils. Completion of activities in this RAM Plan will allow for the reopening and use of the park, but will not achieve site closure under the MCP. Regulatory closure of the Site also requires the following: • Determination and elimination of environmental risk associated with Site sediments. Further investigation of Site sediments will be conducted in future Comprehensive Response Actions and a Stage II Ecological Risk Characterization will be performed for Site sediments to determine environmental risk associated with the Site- ' Remedial Design The majority of the Site is grass,soil, or mulch-covered with small areas of existing asphalt pavement(walkway,basketball and tennis courts)and a concrete building foundation(pavilion). The redevelopment plans consist of re-configuring the Site layout, as shown in Appendix A, to accommodate the construction of a children's playground and other park-related structures. Many constmchon activities associated with park redevelopment, such as rehabilitation of the baseball field,basketball court and tennis court,have already taken place. ' The risk characterization was conducted with consideration of the proposed redevelopment scenario, and identified risk associated with accessible soils that would remain exposed following construction,as well as potentially accessible soils beneath the Site. For the purposes of this RAM Plan, the remaining accessible surface soils have been segregated into four Remediation Areas,which are specified on Figure 4. Remediation Area 1 consists of a portion of the Site near the newly constructed backstop for the baseball field. Remediation Area 2 consists of a portion of the Site located near the center field fence of the baseball field. Remediation Area 3 consists of a portion of the Site to the east of the tennis court and includes trees and an underground drain line. Remediation Area 4 consists of a portion of the Site to the north of the newly constructed walkway north of the tennis court. ' L2011-070 3-2 RAM Plan 1 Accessible surface soils in Remedial Areas 1,2, 3,and 4 will be excavated prior to, or concurrent with, redevelopment construction. A Notice of AUL will be implemented to restrict access to potentially accessible soils at depths greater than three feet in accessible areas. The AUL will also prevent the use of the Site for activities conflicting with the terms of the AUL ' (i.e., single family residences, growing edible produce in Site soils,relocation of soil from deeper than three feet to shallower depths). . Specific remedial implementation measures are detailed in the following subsections. Construction of StockpilelImpacted Materials Staging Area(s) ' Prior to conducting remedial work at the Site, an impacted materials stockpile area(s) will be designated and constructed. Impacted soils and/or materials removed from Site soils (fence posts, stumps, etc.) shall be stockpiled on a minimum of 6-mil polyethylene sheeting. The stockpile area shall be surrounded on a minimum of three sides with haybales, and covered with polyethylene sheeting when not in use and at the end of each work day. The area shall be graded such that stormwater runoff is diverted away from stockpiled soils and/or materials. This area shall be used to stockpile impacted soils destined for off-Site disposal, recycling, and/or reuse. This area may also be used to decontaminate impacted materials removed from Site soils prior to off-Site disposal, recycling, and/or reuse. Site Preparation -Removal of Existing Site Features ' Appendix A contains park redevelopment plans for Furlong Park. Note#2 on Site Preparation and Demo Plan Sheet L-I indicates concrete, benches, fences, trees, stumps, curb, piping and drinking fountains to be removed and disposed of offsite. Prior to off-Site transport, all materials in contact with Site soils shall be decontaminated by removing adhered soils. Soils may be dislodged within the stockpile/impacted materials staging area(s) by physical means such as a ' high-pressure air knife, a stiff-bristled broom,or a similar method. Soils shall not be dislodged by means that would generate remedial wastewater. Soil Excavation Remedial soil excavation will target four areas at the Site, as shown on Figure 4 (Remediation ' Areas 1, 2,3, and 4). The majority of excavation work will be conducted using conventional excavation equipment such as an excavator or backhoe. When excavation activities extend to within four feet(horizontal) of utility conduits, as marked by utility companies, further excavation shall be conducted by hand tools and/or vacuum extraction. Excavation depths will be dependent on the proposed redevelopment plans. The proposed ground surface elevations of soils included in all four Remediation Areas are approximately equal to existing grades. Therefore, soils included in the Remediation Areas will be excavated to a depth providing a minimum of 3 feet of clean backfill cover following backfilling and proposed Site regarding as part of park reconstruction activities. A grading plan showing final and pre-redevelopment ground elevations can be found on Sheet L-6 in Appendix A. ' L2011-070 3-3 RAM Plan ' A portion of the backstop for the baseball field is located within Remediation Area 1. During excavation activities, the remedial contractor will be required to remove any portion of the backstop within Remediation Area 1 (i.e. chain-link fence, fence posts, fence post footings, etc.). ' The backstop will be replaced during backfilling activities. Prior to replacement,all backstop materials in contact with Site soils shall be decontaminated by removing adhered soils using methods noted above in Site Preparation-Removal of Existing Site Features. Removal, decontamination,and replacement activities shall be conducted in ways that minimize damage to the materials. The same procedures should be used for a portion of the outfield fence located within Remediation Area 2. Excavation of Remediation Area 2 shall be conducted at low tide. Up to 5 trees ranging from 14-22 inches in diameter may be located within Remediation Area 3. Excavation in Remediation Area 3 shall minimize damage to the trees, including roots, and minimize destabilization of these trees. A portion of a stormwater drain pipe transects Remediation Area 3 and shall not be damaged. A utility pole is located in the southern portion of Remediation Area 3. The utility pole shall not be disturbed,but if it must be disturbed to 1 adequately excavate Remediation Area 3,the utility pole will be replaced by the contractor following remedial activities. The perimeter fence currently within Remediation Area 3 shall stay in place during remedial activities. Soils from both sides of the fence are to be excavated. Following excavation on the west side of the fence,a temporary fence will be used to restrict ' access to the open excavation until the excavation has been backfilled. Up to 3 trees ranging from 16-18 inches in diameter may be Ipcated within Remediation Area 4. i ' Any tree, including subsurface features (i.e. roots) and above ground features(i-e. stem, limbs) within Remediation Area 4 is to be removed during excavation activities. Any portions of the tree in contact with Site soils shall be decontaminated by removing the maximum amount of ' adhered soils possible using methods such as shaking or those noted above in Site Preparation - Removal of Existing Site Features. Any decontamination method chosen to remove adhered soils from roots and other tree materials should also minimize dust generation. Materials in ' contact with Site soils can be disposed of off-site following decontamination along with materials that were not in contact with Site soils (i.e. stem,limbs). Remediation Area 4 will be excavated up to but not include the existing rip-rap erosion barrier. If the erosion barrier is ' disturbed, the contractor will replace the rip-rap following excavation activities. Excavation of Remediation Area 4 shall be conducted at low tide. Excavation outside of the targeted remediation areas is anticipated during redevelopment to accommodate topsoil stripping,plantings,playground and pavilion construction,and other park redevelopment activities. Site soils yet to be removed during stripping, planting and construction activities and approximately 300 cubic yards of Site soils currently stockpiled onsite shall be relocated to the stockpile containing soils from Remediation Areas 1, 2 and 3 destined for off- Site disposal,recycling,or reuse. Soils from Remediation Area 4 will be stockpiled near but separate from soils from Remediation Areas 1, 2, and 3 pending results of disposal characterization analysis. L2011-070 34 RAM Plan Volumes of soil anticipated to be removed from the targeted excavation areas are as follows: ' Remediation Area I —70 cubic yards • Remediation Area 2—369 cubic yards ' • Remediation Area 3— 196 cubic yards • Remediation Area 4-416 cubic yards The total estimated volume of soil to be excavated is approximately 1051 cubic yards. The total estimated volume of soil destined for off-Site disposal is approximately 1350 cubic yards. If additional impacted soil is generated during construction activities it will be managed in ' accordance with this RAM Plan. Excavations and trenches shall conform to Occupational Safety and Health Administration(OSHA)requirements, and excavation shoring, shielding, and/or sloping shall be provided as necessary. Qualified environmental personnel will be present ' periodically during excavation activities to oversee the excavation, stockpiling, and off-Site transport of soil. Environmental monitoring will be conducted by qualified environmental personnel in accordance with Section(e)of this RAM Plan. Soils that are temporarily stored on Site will be managed in accordance with Section (d)of this RAM Plan. The final management of the excavated soil will be determined following disposal characterization analysis. Groundwater Management Because the proposed excavation activities are expected to terminate at a depth of 3 feet below grade, and historic groundwater elevations at the Site have been measured at greater than 5 feet below grade, excavation dewatering is not anticipated. Erosion Control Erosion and sedimentation are not expected to be a concern given the level topography of the ' Site. As a precaution, haybales will be placed downgradient of soil stockpiles, and stockpiles will be covered with polyethylene sheeting as described in Section(d) of this RAM Plan. Additional construction-related erosion controls are included in Appendix A (Sheet L-1), and will be in place during remedial activities. Since the anticipated footprint of disturbance at the Site is less than one acre, a Storm Water Pollution Prevention Plan is not required. Post-Excavation Confirmation Sampling TRC will collect up to 24 post-excavation confirmatory samples at the extents and/or bottoms of targeted excavation areas for PAHs and lead,as appropriate. When analytical results confirm the remedial objectives have been achieved, the excavation areas can be prepared for backfill. Backfill ' A demarcation layer consisting of brightly-colored,perforated plastic sheeting will be placed at the bottoms of each Remediation Area upon receipt of acceptable post-excavation analytical ' sample results. The demarcation layer will serve as a visible delineation between clean surface soils and impacted subsoils in the excavation areas. ' L2011-070 3-5 RAM Plan Once the objectives of the RAM removal activitieshave been achieved,the targeted Remediation Areas will be backfilled flush to grade with a mix of clean,imported backfill. Imported backfill will be certified clean by the supplier and/or tested at least once from each source to confirm that it is not contaminated with oil or hazardous materials. Backfill will be brought up to grades specified in the redevelopment plans. Care shall be taken when backfilling occurs around exposed subsurface utilities. Backfilling may be conducted by hand in these areas, if necessary ' to protect the integrity of utility lines. Although it is not anticipated, if it is necessary to backfill at or below the water table, gravel and pea stone (free of sand and silt) will be used. A geotextile fabric will be installed above the gravel prior to backfilling the imported sand and native soil mix to keep the fine grained materials from settling into the gravel layer. Depending on the finalized redevelopment plans for the Site,vegetative cover may be selected to replant and stabilize the backfilled areas. Institutional Controls ' In order for a condition of No Significant Risk to be achieved in a feasible manner, an AUL `restriction will be placed on the Site when the redevelopment construction is substantially ' complete. The AUL will prevent the unauthorized use of, and control access to, areas with potentially accessible impacted soil that could potentially pose a risk to future receptors, as determined in the risk characterization. ' Health and Safety TRC has prepared a Health and Safety Plan addressing remedial response actions at the Site. The plan will be on-Site during Site work involving the handling and management of impacted soil. (d) Remediation Waste Statement This section describes procedures for the on-Site management and off-Site disposal of remediation waste generated during this RAM. Remediation waste management will be conducted in accordance with the applicable sections of the MCP,MassDEP Interim Remediation Waste Management Policy for Petroleum Contaminated Soils, WSC-94-400, ' MassDEP Policy COMM497-001 Reuse and Disposal of Contaminated Soils and Sediments at Massachusetts Landfills, 310 CMR 30.00, and 310 CMR 40.0030. ' The impacted soils excavated as described in Section(c)of this RAM Plan will be temporarily stored on-Site(underlain and covered by polyethylene sheeting), and then transported off-Site for disposal,recycling,or reuse. Preliminary estimates indicate the total volume of excavated ' soil to be transported as part of this RAM is up to approximately 1350 cubic yards including soils currently stockpiled onsite. If additional impacted soil is generated during construction activities it will be managed in accordance with this RAM Plan. L2011-070 3-6 RAM Plan On-Site Soil Management ' Soils from Remediation Areas 1,2,and 3 will be stored on 6-mil polyethylene sheeting or in lined roll-off containers at the Site,and then covered with 6-mil polyethylene sheeting to form a continuous waterproof barrier over the excavated soil. Soil migration via stormwater runoff will be controlled through use of haybales on a minimum of three sides of soil stockpile(s), and the use of grading to divert stormwater away from stockpile(s). Soils from Remediation 4 will be stockpiled in the same fashion near to but separate from soils from Remediation Areas 1,2, and 3. ' During soil on-Site handling that may be required to manage the soil,TRC will monitor dust generation consistent with the procedures described in Section(e)of this RAM. Off-Site Reuse,Recycling andlor Disposal The soils temporarily stored on-Site will be transported from temporary storage once they are ' accepted by approved by the appropriate receiving facility for off-Site disposal. Based on the results of soil samples collected by AEG and TRC, Site soils in Remediation Areas 1, 2, and 3 are non-hazardous remediation waste and are suitable for disposal at an unlined or lined landfill and/or recycling at an asphalt batching facility. Several suitable off-Site facilities are available, but the final facility location will not been determined until the City of Salem has hired a contractor for performance of the RAM excavation and soil management. Based on soil samples ' collected by AEG and TRC, Site soils in Remediation Area 4 are potentially hazardous waste and may require disposal at a suitable hazardous waste disposal facility. If necessary, the final location of the hazardous waste disposal facility will not be determined until the City of Salem has hired a contractor for performance of the RAM excavation and soil management. Transportation of materials from the Site will be performed using a MassDEP Bill of Lading (BOL) or Hazardous Waste Manifest,as appropriate, and will be performed within 90 days (for ' hazardous waste) or 120 days (for remediation waste)of excavation in accordance with 310 CMR 40.0030 of the MCP. The transport of contaminated materials from the Site to the disposal facility will be in accordance with all United States Department of Transportation(DOT), EPA,and MassDEP regulations, as appropriate. The hauler(s) will be licensed in all states affected by the transport of Site soil. (e) Environmental Monitoring Qualified environmental personnel will be present during the excavation and off-Site transport for storage of impacted soil and to conduct environmental monitoring as described herein. Air Monitoring ' On-Site air monitoring will be conducted to evaluate working conditions, in order to minimize exposures to workers and other surrounding receptors. 12011-070 3-7 RAM Plan 11 IL � Real-Time Dust Monitoring During RAM-related soil excavation and management activities,qualified environmental g personnel will periodically conduct real-time field screening of dust levels using direct reading II ' instruments that are designed to monitor air quality on a real-time basis at locations upwind and downwind of excavation and soil moving activities. The frequency and duration of dust level measurement will be determined based on Site and weather conditions at the time the work is performed and the results of initial screening. Background samples will be collected for at least 15 minutes at each location prior to the start of Site activities. The dust monitoring units will be TSI DustrakTM units with size-selective inlet for particles of 10 micrometers in diameter or less (PMIO), or similar. This instrumentation has an accuracy of 0.001 mg/m3. The dust monitoring instruments will be zeroed before use and at the end of the day, and placed in weatherproof cases with an omni-directional probe to minimize wind interference. Data will be logged at 60-second intervals and monitored periodically by field personnel during RAM-related excavation activities. Data will be downloaded daily. If sustained ambient dust levels exceed the EPA National Ambient Air Quality Standard (NAAQS)of 150 µg/m3 at downwind sampling locations(a sustained reading would consist of a reading lasting 15 minutes or longer), the corrective actions described below will be implemented. VOC Air Monitoring Based on previously existing Site data, significant VOC emissions are not expected during excavation, but field monitoring of the breathing zone for VOCs using a photo-ionization detector(PID) will be conducted within the work area as a conservative precaution. Action Levels I ' Instrument readings from the breathing zone and from the downwind monitoring locations will be used to help evaluate the need for instituting additional safety measures or upgrading personal protective equipment(PPE) levels. If nuisance and/or dust conditions are found to exist, corrective actions will be implemented,which may include one or more of the following actions: Temporarily discontinuing or slowing work; • Implementing dust suppression(i.e.,wetting soils);and Covering soil stockpiles. The Action Level for airborne dust is based on the EPA 24 hour NAAQS for PMIo particulate of 150 ug/m3. Although the presence of VOCs is not anticipated, the action level will be 50 parts per million(ppm)within the breathing zone. The same action levels will be employed, as necessary, for potential future soil management/loading activities. ' L2011-070 3-8 RAM Plan , (f) Federal,State,and Local Permits Federal Permits I ' No Federal permit requirements are anticipated. If the total footprint of disturbance to the Site during RAM-related activities becomes greater than one acre, a Construction General Permit and Storm Water Pollution Prevention Plan will be required by the EPA. State Permits ' A Notice of Intent pursuant of the Wetlands Protection Act may be required because excavation activities will take place within 100 feet of the North River. TRC anticipates that an approval to conduct the proposed work under the existing Order of Conditions for park renovations will be obtained by the City. Excavation activities will be taking place on previously filled tidal flats. TRC anticipates that the proposed work will be conducted under the existing Chapter 91 permit. ' Local Permits There are no known local permit requirements for RAM activities. (g) LSP Opinion It is the Opinion of the LSP signing this RAM Plan for submittal to MassDEP that it was developed in accordance with 310 CMR 40.0444 as set forth in the MCP. (h) Certification of Financial Resources Based on the estimates included in this RAM Plan, the total volume of soil to be excavated is approximately 1051 cubic yards and an estimated total volume of soil to be transported off-Site for disposal is approximately 1350 cubic yards. Should additional soil be excavated as part of construction activities, it will be managed in accordance with the provisions of this RAM Plan. If the total volume of soil to be managed were to exceed 1,500 cubic yards, the City of Salem ' attests to the availability of sufficient financial resources for management of these soils. ' L2011-070 3-9 - RAM Plan 1 1 4.0 PUBLIC INVOLVEMENT ' In accordance with 310 CMR 40.0863 and 310 CMR 40.1400 thra 310 CMR 40.1406, the Mayor and the Board of Health for the City of Salem have been notified in writing of the availability of 1 this report. The notifications were complete concurrent with the submittal of this report. Copies of the letters are provided in Appendix B. 1 1 i 1 1 i 1 ii 1 1 i 12011-070 4-1 - R"Plan 1 ' 5.0 REFERENCES TRC,2010. Phase Hnitial Site Investigation Report and Tier Classification, Furlong Park, 20 ' Franklin Street, Salem, Massachusetts. TRC Environmental Corporation. February, 2011. 1 i 1 L2011-070 5-1 RAM Plan III 1 1 1 N 'd .Q N H 1 ' TABLES ' L2011-070 RAM Plan 1 ' Table l:Summary of Analytical Results for Soil Samples—April(AEC)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetfs Analysis Analyte Sample ID: B-101 B-102 B-103 B-104B-106 B-107 B-108 B-109 B-110 B-111 B-I I2 B-114 B-115 B-116 B-117 Sample Depth(R,)`: 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 ' Sample Date: 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 S-I/GW-3 VOCs mg/kg) Acetone 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' - Cert-Amyl Methyl Ether(TAME) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Benzene 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromobenzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromoehloromethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Bromodichloromethane 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA carrot.Br200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromomelhane 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Butanone(MEK) 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA n-Butylbenzene 1001.' NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' sec-Butylbenzene 100 ' NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Butylbenzene 10011' NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Butyl Ethyl Ether(TBEE) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Disulfide NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Tetrachloride 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorodibromomethane 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloroethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloroform 400 NA NANA NA NA NA NA NA NA NA NA NA NA NA NA Chloromethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorotoluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-ChImotoluem,. NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dibramo-3-chlorapropane(DBCP) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dilamneethane(EDB) 0.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dibromomethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12-Dichlorobenzene 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I3-Dichlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Dichlmodi0waomelhane(Freon 12) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I,1-Dichloroethane 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichlmoethane 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ],I-Dichloroethylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' cis-I,2-Dichloroethylene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA trans-1,2-Dichloroethylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I2-Dichloropropane 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 13-Dichloropropane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,2-Dichloropropane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1-Dichloropropene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA cis-1,3-Dichloropropene 9°1 NA NA NA NA NA NA NA NA NA NA . NA NA NA NA NA trans-l,3-Dichloropropene 9"' NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethyl Ether NS NA NA NA NA NA NA NA NA NA NA. NA NA NA NA NA ' Diisopropyl Ether(DIPE) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dioxane 70 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ethylbenzene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Nexachlorobutadiene 6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2-14exanone(MBK) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Isopropylbenzene(Cumene) loo", NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA p-Isopropyholuene(pCymene) loo", NA NA NA NA NA NA NA NA NA_ NA NA NA NA NA NA Methyl tert-Butyl Ether(MTBE) 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Methylene Chloride 200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 4-Methyl-2-pentanone(MIBK) 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA n-Propylbenzenc IOOo' NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 ' ,177583 Furlong Park_Salem M I Poe 1 of 16 6 1 Table 1:Summary of Analytical Results for Soil Samples-April(AEC)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts nalysis Analyte Sample ID, B-101 B-102 B-103 B-104 B-106 B-107 B-108 B-109 B-I 10 B-III B-112 B-114 B-IIS B-II6 B-117 Sample Depth(0.)*: 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 ' Sample Date: 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 S-1/GW-3 SNfene 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I,I,1,2-TeUachlorcethane 7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,1,2,2-Tetrachloroethane 0.8 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Tetrachloroethylene 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Tetrahydrofuran NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Toluene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12,3-Tn chlorobenzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,4-Trichlorobenzene S00 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I,I,I-Trichloroethane 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,2-Tach loroethane 4 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Trichloroethylene 90 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Trichlorofluoromethane(Freon 11) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12,3-Trichloropropane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,4-Trimelhy lbeazene 10011, NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3,5-Trimethylbenzene 10011 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Vinyl Chloride 06 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA m+p Xylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA o-Xylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA EPH (mg/kg) C9-Clg Aliphatics 1,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' C19-C36 Aliphatics 3,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA IC I I-C22 Aramlcs 1,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA SVOCS m (mgikg) Acenaphthene 1,000 0.16 0.49 NA NA NA NA 0.12 NA NA NA NA NA 0.62 NA 0,062 U ' Acenaphthylene 10 0.18 0.18 NA NA NA NA 0.30 NA NA NA NA NA 4.1 NA 0.42 ` Acetophenone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aniline NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Anthracene 1,000 0.46 1.0 NA NA NA NA 0.58 NA NA NA NA NA 4.6 NA 0.78 ' Benzo(a)anthracene 7 1.7 2.8 NA NA NA NA 1.7 NA NA NA NA NA 1 NA 1.9 Benzo(a)pyrene 2 1.8 NA NA NA NA 1.8 NA NA NA NA NA 1 NA 1.8 Benzo(b)fluoranthene 7 1.7 23 NA NA NA NA 1.6 NA NA NA NA NA I I NA 1.6 Benzo(g,h,i)perylene 1,000 IS 1.8 NA NA NA NA 1.4 NA NA NA NA NA 7.5 NA 1.2 Benzo(k)fluoranthene 70 1.7 1.8 NA NA NA NA 1.5 NA NA NA NA NA 11.0 NA 1.4 Bis(2-chloroethoxy)methane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroethyl)ether 0.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-ehloroisopropyl)ether 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-EthylhexyI)phthalate 200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 4-Bromophenylphenylether NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Burylbenzylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chloroaniline 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chloronaphthalene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorophenol 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Chrysene - 70 2.0 3.1 NA NA NA NA 1.9 NA NA NA NA NA 17.0 NA 1.8 Dibenz(a,h)amhracene 0.7 0.39 0.45 NA NA NA NA 0.30 NA NA NA NA NA NA 0.31 Dibenzofuran NS 0.088 0.19 NA NA NA NA 0.12 NA NA NA NA NA 1.1 NA 0.160 1,2-Dichlorobenzene 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,3-Dichlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3,3-Dichlm benzidine I NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dichlorophenol 40 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethylphthalate 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 4 2,4-Dimethylphenol 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dimeth 1 hthalate 600 NA NA NA NA NA NA NA NA NA NA - NA NA NA NA NA 1 - - ' - 172583 Furlong Park_Salem IM - i 5 Pae 2 of 16 ' Table 1:Summary of Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 Furlong Park-.20 Franklin Street Salem,Massachusetts ' nalysis Analyte - Sample ID B-101 B-102 B-103 B-104 B-106 B-107 B-108 B-109 B-110 B-I 11 B-112 B-114 B-I 15 B-I Ib B-117 Sample Depth(ft.)`: 03 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 Sample Date: 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4./9/2010 4/9/2010 4/9/2010 4/9/2010 S-1/G W-3 Di-n-butylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dinitrophenol 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2,4-Duun- toluene 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,6-Dinitromluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Di-n-ocrylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Diphcuylhydrazmc(as Azobenzene) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Fluoranthenc 1 000 2.6 3.7 NA NA NA NA 2.7 NA NA NA NA NA 29.0 NA 2.9 ' Fluorene 1,000 0.18 0.48 NA NA NA NA 0.19 NA NA NA NA NA 4.9 NA 0.210 Hcxachlorobenzene 0 7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ilexachlorobutadiene 6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachlorcethane 9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Indeno(1,2,3-cd)pyrene 7 1.5 1.8 NA NA NA NA IS NA NA NA NA NA NA 1.3 Isophorone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Methylnaphthalcnc 300 0.060 U 0.13 NA NA NA NA 0.057 U NA NA NA NA NA 0.95 NA 0062 U 2-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3/4-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Naphthalene 500 0.063 0.15 NA NA NA NA 0.083 NA NA NA NA NA 0.47 NA 0.083 Nitrobenzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Nitrophenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Nitrophenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Pentachlorophenol 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene 500 2.3 4.1 NA NA NA NA 2.4 NA NA NA NA NA 38.0 NA 2.8 Phenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Pyrene 1,000 4.0 7.7 NA NA NA NA 3.9 NA NA NA NA NA 39.0 NA 3.5 1,2,4-Trichlomtx,. enc _ 500 NA NA NA NA NA NA NA NA - NA NA NA NA NA NA NA 2,4,5-Trichlorophenol 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,6-Trichlorophenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA PCBs mg/kg) Aroclor-1016 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Aroclor-1221 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1232 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1242 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1248 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Aroclor-1254 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1260 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Amclor-1262 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1268 2 NA I NA NA NA NA NA NA NA NA NA NA NA NA NA NA Metals,total mg/kg) Antimony 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA e Arsenic 20 7.58 6.87 4.67 14.7 7.74 8.74 6.70 5.85 4.90 4.06 2.78 6.86 g.08 2.50 7.89 Barium 1000 216 .35.9 90.8 180 320 294 57.1 46.9 75.3 41.3 72.8 50.8 262 33.2 9L6 Beryllium 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Cadmium 2 0.32 U 0.77 I 0.33 U 0.35 U 0.38 U 030 U 032 U 0.37 U 039 U 0.27 U 0.40 Chrammm 30 8.73 21.6 16.7 .I 9.53 20.9 22.5 12.0 9.15 15.9 10.6 7.00 10.4 Chromium(VI) 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Lead 300 I 106 116 I 123 298 85.6 89.3 138 266 433 293 Mercury 20 0.252 0.182 0.116 U 0.266 1.52 0.394 0.119 U 0.391 0.183 0097 U 0.104 U 0.208 0097 U 0.102 U 0347 Nickel 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Selenmm 400 0.77 U 063 U 0.64 U 0 66 U 0.67 U 0.50 U 0,69 U 0.76 U o60 U 063 U 0.73 U 0.77 U 0.67 U 0.54 U 066 U Silver 100 0.38 U 0.32 U 032 U 0.33 U 0.33 U 025 U O35 U 0.38 U 0.30 U 0.32 U 037 U 0.39 U 0.34 U 0.27 U 0.33 U Thallium 8 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Vanadium 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Zinc 2,500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 L t ` 177583 Furlon8 Pah_Salem MA • Pa�e 3 of 16 - S 1 ' Table 1:Summary of Analytical Results for Soil Samples—April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts 1 Analysis Analyte Sample ID: B-101 B-102 B-103 B-104 B-106 B-107 B-108 B-109 B-1 IO B-III B-112 B-114 B-1 is B-116 B-117 Sample Depth(ft,)-: 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 ' Sample Dale: 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 S-1/GW-3 Metals,TCLP ug/L) Chromium 5,000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Lead 5,000,. NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ignitability fgnilability N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Cyanide (nig/kg) ICyanide 100 NA 0.24 U NA 026 U NA NA NA NA NA NA NA NA 0.22 U NA NA Oxidation/Reduction Potential mV) Oxidanon/Reduction Potential N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA PH ' - S.u.) pH N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Reactivity (mg/kg) Reactive Cyanide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Re active Sul(Ide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Notes: mt/1:5-milligrams per kilogram(dry weigM1t)or parg per million(pPm). ug/L-mt _ ms per liter. .v-milliVolt ' s .-Standard un1L N.A-Sample not analyzed for the lined attalpe. WA-Not applicable. NI-Not ignitable NS-No hfassDEPnandardn existor fthis ti-bo, U-Compound wesnot denoted atspecifiM queothadon limit. Values in Bald indicate the compound was detected. ' - VOCs-Volatile Organic Compounds. EPH-Extractable Petroleum Hydrowrbum. PCBs-Polychlorinated Biphenyls. Svoca-Sa miwlatile O"me Compounds. TCLP-Toxicip•Characteristic Leaching Procedure. - (1)-MassDEP Method I S-I/GW-3 ormal rds for C9C 10 aromatics used. (2)-hImi,DEP Method 1 S-I/GW-3 standvds for 1 l-Dichlmopmpene used. -Sample depth(in feet,otherwise specified)for VOCsosher analysis; otherwise the sample depth.,lies to all listed analyses. . -EPA SW 846 Chapter 7.Table 7-I,Maximum Concentration of Contaminator for Toet mty That ranedsk. 177583 Furlong Pvk Salem w - - Pa,4 of 16 a ' Table L Summary of Analytical Results for Soil Samples—April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analvsis Analyte Sample ID: B-118 B-120 B-121 B-122 B-123 B-124 B-125 B-126 B-127 B-128 B-129 B-130 B-131/MW-1 6-135 Sample Depth(R,)*: 0-3 0-3 0-3 0-3 0-3 0-3 0-3 03 0-3 0-3 0-3 0-3 0-5 0-3 Sample Date: 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/912010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 S-I/GW-3 VOCs (mg/kg) Acetone 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 lett-Amyl Methyl Ether(TAMM NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Benzene 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromobcnzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromochloromethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Bromodichlo conethane 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromofarm 200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromomethane 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-11n1amre(MEK) 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA n-Butylbenzene 10001 NA NA NA NA NA NA NA NA NA NA NA NA NA NA sec-Butylbenzene 100"' NA NA NA NA NA NA NA NA NA NA NA NA NA NA tent-Butylbenzene I00o. NA NA NA NA NA NA NA NA NA NA NA NA NA NA lert-Butyl Ethyl Ether(TBEE) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Disulfide NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Carbon Tetrachloride 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorodibromomethane 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorcethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloroform 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Chloromethane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorotoluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chlorotoluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 2-Dibromo-3-chloropropane(DBCP) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,2-Dibromoethane(EDB) 07 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dbromomethanc NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12-Dichlorobenzene 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 13-Dichlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dichloroditluoromethane(Freon 12) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1-Dichloroethane 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichloroethane 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1-Dichloroethylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA cis-1,2-Dichlonoethylene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA vans-12-Dichlorcethylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichloropropane 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 13-Dichloropropane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 2-Dichloropropane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,I-Dichloropropene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA cis-I,3-Dichloropropene V. NA NA NA NA NA NA NA NA NA NA NA NA NA NA trans-l,3-Dichloropropene 9°1 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethyl Ether NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diisopropyl Ether(DIPE) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dioxane 70 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ethylbenzene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachlorobmardieue 6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2-Hexanone(MBK) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Isopropylbenzene(Cumene) 10011' NA NA NA NA NA NA NA NA NA NA NA NA NA NA p-lsopropyltoluene(p-Cymene) 100"' NA NA NA NA NA NA NA NA NA NA NA NA , NA NA Methyl led-Butyl Ether(MTBE) 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Methylene Chloride 200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 4-Methyl-2-pentanone(MIBK) 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA a-Pro (benzene 1000' NA NA NA NA NA NA NA NA NA NA NA NA NA NA f 177583 FudO.,Pvk_Salem MA N,5.f 16 s e r _ Table l_Summary of Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 Fodong Park-20 Franklin Street Salem,Massachusetts nalysis Anall9e Sample ID: B-118 B-120 B-121 B-122 B-123 B-124 B-125 B-126 B-127 B-128 B-129 B-130 B-131/MW-1 B-135 ' Sample Depth(ft)'_ 0-3 0-3 0-3 03 0-3 0-3 0-3 0-3 0-3 0-3 0 3 0-3 0-5 0-3 Sam le Date: 4/9/2010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 S-1/GW-3 Styrene 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,1,2-Tetrachloroethane 7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,122-Tetrachloroethane 0.8 NA NA NA NA NA NA NA NA NA NA NA NA - NA NA Tetrachloroethylene 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Tetrahydrofumn NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Toluene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,2,3-Trichlorobenzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA2 4hl 1 -Tricorobenzene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,1-Trichloroethane 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,2-Trichloroethane 4 - NA NA NA NA NA NA NA NA NA NA NA NA NA NA Trichloroethylerre 90 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Trichloro0uoromethane(Freon l l) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12,3-Trichloropropane NS NA NA NA -NA NA NA NA NA NA NA NA NA NA NA 1,2,4-Trimethylberoene, 100', NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3,5-Trimethylbenzene 10011' NA NA NA NA NA NA NA NA NA NA NA NA NA NA Vinyl Chloride 0.6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA m+p Xylene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA o-Xylene S00 NA NA NA NA NA NA NA NA NA NA NA NA NA NA FTICII-MAmnoiiics cs 1,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 9-C36Aliphatics 3,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA SVOCs mg/kg) Acenaphthene 1,000 0.055 U 0.12 0.057 U NA NA 0 055 1) NA 0.27 NA NA NA 0.090 0.17 41 ' Acenaphthylene 10 0.079 1.5 0.16 NA NA 0.13 NA 0.097 NA NA NA 0.91 0.32 9.7 Acetophenone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aniline NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Anthracene 1,000 0.069 1.5 0.16 NA NA 0.11 NA 0.87 NA NA NA 13 0.86 130 ' - Benzo(a)anthracene 7 0.25 4.5 0.54 NA NA 0.32 NA 2.2 NA NA NA 4.2 2.1 1 Benzo(a)pyrene 2 0.29 0.71 NA NA 0.42 NA 2.0 NA NA NA ' Benzo(b)fluoranthe. 7 0.25 4.9 0.62 NA NA 0.37 NA 1.8 NA NA NA 4.6 1.8 I Benzo(g,h,i)perylene 1,000 0.190 2.9 0.50 NA NA 0.35 NA 1.0 NA NA NA 2.6 1.2 92 Benzo(k)Buoranthene 70 0.27 3.4 0.55 NA NA 0.36 NA 1.3 NA NA NA 3.0 E9 1 ' Bis(2-chloroethoxy)methane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroethyl)ether 0.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroisopropyl)ether 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bi8(2-Elhylhexyl)phthal4te 200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Bromophenylphenylether NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Butylbenzylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chloroanilme 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chloronaphihalene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorophenol 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Chrysene 70 0.29 4.7 0.56 NA NA 0.36 NA 2.1 NA NA NA 43 2.1 Dibenz(a,hhmthmcene 0.7 0.058 1 0.12 NA NA 0.068 NA 0.27 NA _NA NA 0.35 Dibenzofr. NS 0.055 U 0.42 0.057 U NA NA 0.055 U NA 0.13 NA NA NA 0.22 0.16 37 1,2-Dichlorobenzene 300 NA NA NA NA NA NA NA NA NA NA NA NA .. NA NA e 1,3-Dichlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3,3-Dichlorobenzidine I NA NA NA NA - NA NA NA NA NA NA NA NA NA NA 2 4-Dichlorophenol 40 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethylphthalate 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA k2,4-Dimethylphenol 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dimeth I hthalate 600 NA NA NA NA NA NA NA NA NA I NA I NA F NA NA I NA 177583 Futloag Park_Salem MA ' - Page 6of 16 v a a e ' Table 1:Summary of Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample IDB-118 B-120 B-121 B-122 B-123B-124 8-125 B-126 B-127 B-128 B-129 BA30 B-131/MW-I B-135 Sample Depth(B.)': 0-3 0-3 0-3 0-3 0-3T 0-3 0-3 0-3 0-3 0-3 0-30-3 0-5 0-3 ' Sample Date: 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/201 /9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 S-I/G W-3 Di-n-butylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dinitrophenol 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2,4-Dinitrotoluene 2 NA NA NA NA NA NA NA NA NA NA NA 'NA NA NA 2,6-Dinitrotoluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Di-n-octylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12-Diphenylhydrazine(as Awbenzene) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Zoranthene 1000 0.35 8.6 0.76 NA NA 055 NA 33 NA NA NA 9.3 3.6 400 orene 1,000 0.055 U 0.65 0057 U NA NA 0055 U NA 0.21 NA NA NA 0.35 027 50 Hexachlorobenzene 0.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachlorobuladiene 6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachloroethane 9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ingkno(1,2,3<d)pyrene 7 0.23 3.5 0.54 NA NA 035 NA 1.2 NA NA NA 3.0 1.3 ' Isophorone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Methylnaphthalene 300 0055 U 0.16 0.057 U NA NA 0055 U NA 0.054 NA NA NA 0.064 0.085 17 2-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 3/4-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 500 0055 U 026 0.057 U NA NA 0,055 U NA 0.13 NA NA NA 0.12 0.13 33 Nitrobenzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Nitrophcnol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Nitrophenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Pentachlorophenol 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene 500 0.17 5.1 0.31 NA NA 0.32 NA 2.6 NA NA NA 4.8 3.0 490 Phenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Pyrene L000 0.54 8.9 10 NA NA 0.74 NA 4.6 NA NA NA 11.0 4.1 440 ' 1,2,4-Trichlorobenzene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,5-Trichlorophenol 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,6-Trichlorophenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA PCBs ' mgfkg) Aroe1or-1016 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1221 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1232 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1242 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1248 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-:254 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1260 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1262 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1268 2 NA NA NA NA NA NA NA r NA NA I NA NA I NA I NA I NA Metals,total (mg/kg) Antimony 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Arsenic 20 4.62 2.12 1.63 7.02 5.99 5.85 15.6 230 8.58 8.59 6.79 4.16 MIS 9.05 Barium 1,000 27.0 13.9 12.8 543 133 23.3 284 37.0 70.0 114 74.4 334 673 61.0 Beryllium 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Cadmium - 2 020 U 0.26 U 021 U 0.37 U 0.35 U 025 U 0.68 0.210 U 0.41 036 U 0.45 035 U 0.35 U Chromium 30 538 3.86 13.1 21.6 11.4 15.6 930 13.2 12.1 6.25 13.1 Chromium(VI) 30 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Lead 300 43.8 23.7 283 152 58.0 t 1 773 t 625 254 183 Mercury 20 0.260 0.105 U 0.113 U 1.22 0.284 0.105 U 0.218 0.097 U 0.518 0.885 0.I53U 0.196 0.325 0.788 Nickel 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Selenium 400 040 U 0.52 U 043 U 0.75 U 070 U 0.50 U 0.68 U 041 U 0.81 U 072 U 091 U 0.67 U 069 U 0.69 U Silver 100 0.20 U 026 U 0.21 U 0.37 U 0.35 U 0.25 U 034 U 0.21 U 0.40 U 0.36 U 045 U 0.34 U 0.35 U 0.35 U Thallium 8 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Vanadium 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Zinc 2,500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 17883 Furlong Park_Salem MA • • + - g Pa e7of16 Table]:Summary of Analytical Results for Soil Samples—April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: B-118 B-120 B-121 B-122 B-123 B-124 B-125 B-126 B-127 B-128 B-129 B-130 B-131/MW-1 B-135 ' Sample Depth(fL)': 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-3 0-5 0-3 Sample Date: 4/9/2010 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/9/2010 4/92010 4/9/2010 4/9/2010 S-1/GW-3 metals, rCLP ug/L) Chromium 5,000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Lead 5,000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ignitability Ignitability N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA Cyanide ' mg/kg) lCyarible )00 NA 0.22 U NA NA NA NA NA NA NA NA NA NA NA 024 U Oxidation/Reduction Potential (mV) Oxidation/Reduction Potential N/A NA NA NA NA NA NA NA NA NA NA NA NAtNA NA pH ' (s.u.) pN N/A NA NA NA NA NA NA NA NA NA NA NA NA NA Reactivity mg/kg) Reactive Cyanide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA ReactiveSulfide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA ' Noses: mrJkg-milligra ssper kilo%rem(dry wcieh0 or pans per million(ppm)_ n,/L-m¢mSmms per but mV- 111VoiL s u.-Standard unit NA-Sumps,not annlyaed for the listed analym. N/A-Not applicable. NI-Not igNtable. ' NS-No MsssDEP standards exist for this analpe. U-Compound vias nm deterred al sperified gmaddiu an limn Valeo m BOW odi®m the canrpound eras demand. ' VOCs-Volatile 0"anic Compounds. EPN-Extricable Petroleum Hydrosarbone. PCBs-Polychlormamd Biphenyls. SVOCS-Semivolatile(k ok Compounds. TCLP-Toxicity Characteristic Leaching Procedure (1)-MasSDEP Method 1 S-1IGW-3 standards for C9-CI0 aromatics used. (2)-Ma,oDEP Method I S-i IG"'-3 standards 6r 1,3-0ichlorapropene used - -Sample depth pin feet lher -specified)for VOCs/mheranal-, ' otherwise the sample depth applies to all listed mai'-EPA SW-846 Chapter 7,Table 7-1,Maximum Concenaation ofContvninams for Toxicity Chararrcraac. r s • a 177583_patient,Park Salem M,k PaSe&of 16 ^ r e Table 1:Summary of Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: TP-108 TP-109 TP-113 TP-116 SB-01- SB-02 SB-03 ' Sample Depth(0.)"'. 3 3.5 15 0.5 0-2 0-2 8/6-18 6-18 I8-25 0-2 0-2 13/7-15 13/7-I5 1 15-20 0-0.25 14.57025-15 15-20 Sample Date: 3/18/2010 3/18/2010 3/18/2010 3/18/2010 1025/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/2612010 10/26/2010 10/26/2010 S-1/GW-3 Field Dup Field Dup Field Dup Field Dup VOCs mg/kg) Acetone 400 NA NA NA NA NA NA 0.18 NA NA NA NA 0,078 U 0.12 NA NA 0.057 U NA ' ten-Amyl Methyl Ether(TAME) NS NA NA NA NA NA NA 000073 U NA NA NA NA 000078 U 000078 U NA NA 0.00057 U NA Benzene 30 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 00011 U NA Bromobenzene NS NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA Bromochloromethane NS NA NA NA NA NA NA 0.0015 U NA NA NA NA 00016 U 00016 U NA NA 0.0011 U NA ' Bfomodichloromethane 20 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 00011 U NA Bromoform 200 NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 00016 U NA NA 00011 U NA Bromomethane 30 NA NA NA NA NA NA 00073 U NA NA NA NA 0.0078 U 00078 U NA NA 0.0057 U NA 2-Butanone(MEK) 400 NA NA NA NA NA NA 0.041 NA NA NA NA 0.031 U 0.031 NA NA 0023 U NA n-Butylbenzene 100"' - NA NA NA NA NA NA 00015 U NA NA NA NA 0.0023 00016 U NA NA 0.0011 U NA ' sec-Butylbenzene 100", NA NA NA NA NA NA 00015 U NA NA NA NA 0.0021 0.0016 U NA NA 0.0011 U NA ten-Butylbenzene 100 ' NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA tert-Butyl Ethyl Ether(TBFE) NS NA NA NA NA NA NA 0.00073 U NA NA NA NA 000078 U 0.00078 U NA NA 0.00057 U NA Carbon Disulfide NS NA NA NA NA NA NA 0.0044. U NA NA NA NA 0.0047 U 0.0047 U NA NA 00034 U NA ' Carbon Tetrachloride t0 NA NA NA NA NA NA (o0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA Chlorobenzene 100 NA NA NA NA NA NA 0.0015 U NA NA NA NA 00016 U 00016 U NA NA 00011 U NA Chlorodibromomelhane 20 NA NA NA NA NA NA 0.00073. U NA NA NA NA 0.00078 U 000078 U NA NA 000057 U NA Chlorcethane NS NA NA NA NA NA NA 00073 U NA NA NA NA 0.0078 U 0.0078 U NA NA 0.0057 U NA ' Chloroform 400 NA NA NA NA NA NA 00029 U NA NA NA NA 00031 U 00031 U NA NA 0.0023 U NA Chloromethane NS NA NA NA NA NA NA 0.0073 U NA NA NA NA 0.0078 U 0.0078 U NA NA 0.0057 U NA 2-Chlorotoluene NS NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA 4-Chlorotoluene NS NA NA NA NA NA NA 00015 U NA NA NA NA 00016 U 00016 U NA NA 0.0011 U NA 1,2-Dibmarn-3-chloropropane(DBCP) NS NA NA NA NA NA NA 00029 U NA NA NA NA 00031 U 00031 U NA NA 0.0023 U NA ' 1,2-Dibromcethane(EDB) 0.7 NA NA NA NA NA NA 0.00073 U NA NA NA NA 0.00078 U 0.00078 U NA NA 000057 U NA Dibromomethane NS NA NA NA NA NA NA "0.0015 U NA NA NA NA O.0016 U 0.0016 U NA NA 0.0011 U NA 1,2-Dichlorobenzene 300 NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.001 I U NA 1,3-Dichlorobenzene 100 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 00016 U NA NA 00011 U NA ' 1,4-Dichlorobenzene 50 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0,0011 U NA Dichlorodi0uoromethane(Freon 12) NS NA NA NA NA NA NA 00073 U NA NA NA NA 0.0078 U 0.0078 U NA NA 0.0057 U NA I,I-Dichloroclhane 500 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA 1,2-Dichkarethane 10 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 00016 U NA NA 00011 U NA I,l-Dichlorcethylene 500 NA NA NA NA NA NA 0.0029 U NA NA NA NA 0.0031 U 0.0031 U NA NA 0.0023 U NA ' cis-l2-Dichloroethylene too NA NA NA NA NA NA 00015 U NA NA NA NA 00016 U 00016 U NA NA 00011 U NA trans-l,2-Dichlorcethylene 500 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA 1,2-Dichloropropane 10 NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 00011 U NA 1,3-Dichloropropane NS NA NA NA NA NA NA 000073 U NA NA NA NA 0.00078 U 000078 U NA NA 0.00057 U NA 2,2-Dichloropropane NS NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA I,1-Dichloropropene NS NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 00011 U NA cis-1,3-Dichloropropene 9°' NA NA NA NA NA NA 000073 U NA NA NA NA 0.00078 U 0.00078 U NA NA 0.00057 U NA trans-1,3-Dichloropropene - 9. NA NA NA NA NA NA 0.00073 U NA NA NA NA 0.00078 U 0.00078 U NA NA 0.00057 U NA Diethyl Ether NS NA NA NA NA NA NA 0.0073 U NA NA NA NA 0.0078 U 0.0078 U NA NA 0.0057 U NA Diisopropyt Ether(DIPE) NS NA NA NA NA NA NA 0.00073 U NA NA NA NA 0.00078 U 0.00078 U NA NA 000057 U NA 14-Dioxane 70 NA NA NA NA NA NA 0.073 U NA NA NA NA 0,078 U 0.078 U NA NA 0.057 U NA Ethylbenzene 500 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA Hexachlorobutadiene 6 NA NA NA NA NA NA 00015 U NA NA NA NA O.0016 U 0.0016 U NA NA 00011 U NA ' 2-Hexanone(MBK) NS NA NA NA NA "NA NA 0015 U NA NA NA NA 0,016 U 0.016 U NA NA 0.011 U NA Isopropylbenzene(Cumene) 100'" NA NA NA NA NA NA 0.0015 U NA NA NA NA 00016 U 0.0016 U NA NA 00011 U NA p-Isopropyltuluene(p-Cymene) 100"' NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 00011 U NA Methyl ten-Butyl Ether(MTBE) 100 NA NA NA NA NA NA 00029 U NA NA NA NA 00031 U 0.0031 U NA NA 00023 U NA Methylene Chloride 200 NA NA NA NA NA NA 0.0073 U NA NA NA NA 00078 U 0.0078 U NA NA 0.0057 U NA ' 4-Methyl-2-pentanone(MIBK) 400 NA NA NA NA NA NA 0.015 U NA NA NA NA 0.016 U 0.016 U NA NA 0011 U NA Naphthalene 500 NA NA NA NA NA NA 0.0029 NA NA NA NA 0.0031 U 0.0031 U NA NA 0.0025 NA n-Pro Ibenzene 107" NA NA NA NA NA NA 00015 U NA NA NA NA 00016 U 00016 U NA NA 0.0011 U NA 177583 Furion5 Park-Salem MA - Page 9 of 16 e Tablet:Summary of Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample[D'. TP-108 'TP-109 TP-113 TP-116 SB-01 SB-02 SB-03 Sample Depth(ft 3 35 1.5 05 0-2 0-2 8/6-18 6-18 18-25 02 0-2 13/7-15 13/7-I5 15-20 0-0.25 14.5/0.25-15 15-20 ' Sam Ie Date: 3/18/2010 3/18/2010 3/182010 3/18/2010 10/25/2010 10/25/2010 10/252010 10/252010 10/752010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/252010 10/26/2010 10/26/2010 10/26/2010 S-1/GW-3 Field Dup Field Dup Field Dup Field Dup Styrene 30 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA 1,1,1,2-Tetrachloroethane 7 NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 0.0016 U NA -NA 0.0011 U NA 1,1,2,2-Tetrachloroethane 0.8 NA NA NA NA NA NA 0.00073 U NA NA NA NA 0.00078 U 0.00078 U NA NA 0.00057 U NA Tetrachloroethylene 30 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 00016 U NA NA 00011 U NA Tenahvdrofuran NS NA NA NA NA NA NA 0.0073 U NA NA NA NA 0.0078 U 0.0078 U NA NA 00057 U NA Toluene 500 NA NA NA NA NA NA 0,0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA ' 123-Trichlorobenzene NS NA NA NA NA NA NA 0.0029 U NA NA NA NA 00031 U 00031 U NA NA 00023 U NA 1,2,4-Trichlorobenzene 500 NA NA NA NA NA NA 00015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 00011 U NA 1,1,1-Trichloroethane 500 NA NA NA NA NA NA 0.0015 U NA NA NA NA 00016 U 0.0016 U NA NA 0.0011 U NA 1,1,2-Trichforoethane 4 NA NA NA NA NA NA 00015 U NA NA NA NA 00016 U 0.0016 U NA NA 00011 U NA Trichloroethylene 90 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 0.0016 U NA NA 0.0011 U NA ' Tnchlorofluoromethane(Freon 11) NS NA NA NA NA NA NA 0.0073 U NA NA NA NA 00078 U 0.0078 U NA NA 00057 U NA 1,2,3-Trichlompropane NS NA NA NA NA NA NA 0.0015 U NA NA NA NA 00016 U 00016 U NA NA 00011 U NA 1,2,4-Trimethylbenzene 100(0 NA NA NA NA NA NA 0.0015 U NA NA NA NA 0.0016 U 00016 U NA NA 0.0011 U NA 1,3,5-Trimethylbenzene 100"' NA NA NA NA NA NA 0.0015 U NA NA NA NA 00016 U 0.0016 U NA NA 00011 U NA Vinyl Chloride 06 NA NA NA NA NA NA 00073 U NA NA NA NA 0.0078 U 0.0078 U NA NA 00057 U NA .Ip Xylene 500 NA NA NA NA NA NA 00029 U NA NA NA NA 0.0031 U 0.0031 U NA NA 0.0023 U NA o-Xyle. 500 NA NA NA NA NA NA 00015 U NA NA NA NA -0.0016 U 0.0016 U NA NA 0.0011 U NA EPH mg/kg) C9-Cl8AIiphattcs 1,000 38.9 U NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' CI9-C36 Aliphafics 3,000 360 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA CII-C22 Aromatics 1,000 490 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA SVOCs (mg/kg) Acenaphthene 1,000 35 NA 0.41 0,073 U 0.27 NA 039 NA 021 U 0.19 U 0.20 U 1.2 NA 0.20 U 020 U 0.52 023 U Accnaphthylcnc 10 1.5 NA 022 0.073 U 0.19 U NA 0.24 U NA 021 U 0.19 U 0.20 U 0.25 U NA 020 U 0.20 U 042 U 023 U Acetophenone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Aniline NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Anthracene 1,000 9.2 NA 1.2 0.073 U 0.63 NA 0.43 NA 0.21 U 0.19 U 0.20 U. 2.7 NA 020 U 0.23 0.92 023 U ' Benzo(a)anthraerne 7 NA 3.8 0.29 2.1 NA 0.73 NA 021 U 0.54 0.67 4.4 NA 0.20 U 0.84 2.4 0.23 U Benzo(a)pyrene 2 NA 030 2.0 NA 1.0 NA 0.21 U 0.79 1.4 NA 0.20 U 0.96 2.0 0.23 U Benzo(b)fluoranthene 7 NA 3.7 0.31 2.2 NA 1.1 NA 021 U 0.84 1.5 4.7 NA 0.20 U 1.1 2.2 0.23 U Benzo(g,h,i)perylene 1,000 7.1 NA 2.8 0.180 1.3 NA 0.75 NA 021 U 0.43 1.5 2.2 NA 020 U 0.63 1.2 0.23 U Benzo(k)Flumanthene 70 8.9 NA 3.4 0.28 0.85 NA 0.39 NA 0.21 U 0.31 0.49 1.5 NA 0.20 U 0.38 0.91 013 U ' Bis(2-chloroethoxy)methane NS NA NA NA NA NANA NA NA NA NA NA NA NA NA NA 0.85 U NA Bis(2-ehloroethyl)ether 0.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Bis(2-ehloroisopropyllether 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Bis(2-Ethylhexyl)phthalate 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 4-Bromophenylphenylether NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Butylbenzylphlhalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA L6 U NA 4-Chloroanilme 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 16 U NA 2-Chloronaphthalene NS NA -NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 2-Chlorophenol 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA ' Chrysene 70 14 NA 3.8 0.32 2.0 NA 0.71 NA 021 U 0.62 0.78 4.0 NA 020 U 0.87 2.5 0.23 U Dibenz(a,h)anthmeene 0.7 NA 1 : 0073 U 0.33 NA 0.24 U NA 0.21 U 0.19 U 0.26 0.66 NA 0.20 U 0.20 U. 0.42 U 0.23 U Dibenzofuran NS 2.3 NA 0.38 0.073 U NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 1,2-Dichlorobenzene 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA ' 1,3-Dichlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U, NA 1,4-Dichlorobenzene 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 3,3-Dichlorobenzidine s 1 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 042 U NA 2,4-Dichforophenol 40 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Diethylphthdlate 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0 85 U NA ' 2,4-Dimethylphenol _ 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Dimeth I hthalale 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA L6 U NA ' 177583 Furlong Park_Salem MA ` e - Page 10 of 16 ` Table 1:Summary of Analytical Results for Soil Samples-April(AEG)and Oelober(TRC)2010 Furlong Park-20Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: 1P-108 TP-109 TP-113 TP-116 SB-01 SB-02 SB-03 Sample Depth(R.)': 3 3.5 15 0.5 0-2 0-2 8/6-IS 6-18 18-25 0-2 0-2 13/7-15 13/7-15 15-20 0-0.25 14.5/0.25-I515-20 ' Sample Date: 3/18/2010 3/18/2010 3/18/2010 3/18/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/26/2010 10/26/2010 10/26/2010 S-I/GW-3 Field Dup Field Dup Field Dup Field Dup Di-n-butylphlhalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 2,4-Dinitrophenol 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 16 U NA ' 2,4-D.mumoluene 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 2,6-Dinitrotoluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Di-n-octylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 16 U NA 1,2-Diphenylhydrazine(as Azobenzene) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA ' Zoranthene 1,000 25 NA 53 0.58 2.8 NA 1.5 NA 0.21 U 0.96 1.1 6.8 NA 0.20 U 1.4 5.1 0.23 U mene 1,000 5.1 NA 0.45 0.073 U 0.27 NA 0.38 NA 0.21 U 0.19 U 020 U 1.3 NA 0.20 U 0.20 U 0.55 023 U ilcxachImobrnzcne 07 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Hexachlorobumdiene 6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Hexachloroethane 9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA ' Indcno(1 2,3cd)pyrene 7 NA 3 0.180 1.5 NA 0.89 NA 0.21 U 0.51 1.3 2.5 NA 0.20 U 0.79 1.4 0.23 U Isophorone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 085 U NA 2-Methylnaphthalene 300 0.87 NA 0.27 0,073 U 0.19 U NA 024 U NA 0.21 U 0.19 U 0.20 U 038 NA 0.20 U 020 U 0.42 U 023 U 2-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 3/4-Meth)1phenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Naphthalene 500 2.1 NA 0.71 0.073 U 0.19 U NA 034 U NA 0.21 U 0.19 U 020 U 0.53 NA 0.20 U 0.20 U 0.64 0.23 U Nitrobenzene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 2-Nitrophenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 4-N.Imphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1.6 U NA ' Pentachlorophenol 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Phenanthrene 500 25 NA 4.4 0.24 3.0 NA 1.7 NA 0.21 U 0.79 0.70 75 NA .0.20 U 1.1 6.0 0.23 U Phenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA Pyrene 1,000 26 NA 5.4 0.52 4.2 NA 1.6 NA 021 U 1.2 1.1 6.8 NA 020 U 1.7 5.4 023 U t 12,4-Trichlorobenzene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 2,4,5-Trichlorophenol 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA 2,4,6-Trichlorophenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.85 U NA PCBs ' (mg/kg) Aroclor-1016 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1221 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1232 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1242 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1248 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1254 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1260 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA Aroclor-1262 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U NA A.tor-1268 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.13 U I NA ' Metals,total (mg/kg) Antimony 20 NA NA NA NA 2.9 U X2.8 U 3.5 U NA 2.9 U 2.7 U NA 6.8 NA 2.9 U 29 U 4.8 3.4 U Arsemc 20 5.14 8.33 7.42 10.4 14 11 NA 6.8 6.1 NA NA 17 9.4 Barium 1,000 47.9 87.5 349 103 220 140 580 NA 29 140 NA 470 NA 25 91 280 58 Beryllium 100 NA NA NA NA 0.29 U 0.28 U 035 U NA 0.29 U 0.27 U NA 0.50 NA 0.29 U 0.29 U 092 U 0.34 U ' Cadmium 2 0.57 0.76 1.63 0.96 1.4 NA 0.29 U 0.72 NA NA 037 1.2 20 0.72 Chromium 30 25.6 21.1 24.2 245 1 NA 20 NA I NA Chromium(VI) 30 NA NA NA NA 0.73 NA LI U 047 U NA NA NA NA NA 0.19 U NA NA NA Lead 300 208 1 1 210 11 NA 11 170 NA NA 12 230 14 ' _ Mercury 20 0.I76 0.949 0.357 0.330 0.94 0.61 0.62 NA 0.010 U 0.63 NA 0.99 NA 00099 U 0.27 1.2 0.011 U Nickel 20 NA NA NA NA NA 20 13 NA .1 NA 17 m Seleum 400 0.71 U 0.84 U 0.82 U 0.96 U S9 U 5.7 U 6.8 U NA 5.9 U 55 U NA 7.3 U NA 5.9 U 5.8 U 6.8 U 6.8 U Silver 100 036 U 042 U 041 U 048 U 0.59 U 0.57 U 0.70 U NA 0.59 U 055 U NA 0.73 U NA 059 U 0.58 U 0.64 U 0,68 U ' Thallium 8 NA NA NA NA 2,9 U 2.8 U 3.5 U NA 29 U 2.7 U NA 3.7 U NA 19 U 29 U 3.2 U 3.4 U Vanadium 600 NA NA NA NA 44 45 27 NA 24 26 NA 32 NA 36 38 30 52 zinc 2,500 NA NA NA NA 530 330 1,700 NA 33 190 NA 2,100 NA 44 190 680 65 1773S3 Furlong Park Salcm MA PaBc 11 of 16 Table]:Summary of Analytical Results for Soil Samples—April(AEG)and October(TRQ 2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: TP-108 TP-109 TP­113TP-116 SB-01 SB-02 SB-03 Sample Depth(ft.)': 3 35 L5 0.5 0-2 0-2 8/6-IB 6-18 IS-25 0-2 0-2 13/7-15 13/7-15 15-20 0-025 14.5/025-15 15-20 Sample Date: 3/18/2010 3/18/2010 3/18/2010 3/18/2010 10/25/2010 10/25/2010 10/25/2010 10/252010 1025/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/252010 10/26/2010 10/26/2010 10/262010 S-1/GW-3 Field Dup Field Dup Field Dup Field Dup Metals, rCLP ug/L) Chromium 5000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 58 NA ' Lead 5,000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4,000 NA Ignitability, Ignitability N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NI NA Cyanide mg/kg) lCyalude 100 NA NA NA NA NA NA 7.8 NA NA NA NA 23 NA NA NA 1.8 NA Oxidation/Reduction Potential (mV) Oxidation/Reduction Potential N/A NA NA NA NA 97 NA -130 -13 36 25 25 -150 NA 53 93 72 46 pH ' (su.) pH N/A NA NA NA NA 7.6 7.2 8.2 8.4 8.4 7.7 7.7 7.8 NA 8.5 6.6 8.0 8.4 Reactivity mg/kg) Reactive Cyanide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3.9 U NA Reactive Sulfide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 20 U NA ' Note ri-milliynams per kilogram(drywdg60 or parts per million(ppm), oy/L-mn:mgnms per In.. mV-millivolt. s.u.-SutWard unit NA-Sample not analyzed for the lined ana m, N/A-Not applicable. M-Nor ignitable. ' NS-No MenDEP standards min for Nis arelytn. U-Compound was not dctccrcd at specifind quirmorsnnn lima. Values in Bald indicate on,compouM was detected. ' VOCs-Volatile Ortpa Compoutds. a EPH-Emacreble Petroleum HWroculano. PCHs-Polyshlotinated Biphenyls, SVOCs-Semivolatile Organic Compounds. ' TCLP-Toxicity Characteristic Leaching Procedure. (1)-MassDEE Method I S-1/GW-3•taodvds for C9- 10 tromapcs use it. (2)-hlairL EP Method 1 S-I/GW-3 standards for 13-Drehlomp o,so,used. `-Sample depth(in feet otherwise spaifnal for VOCeothef awbsls: otherwise the sample depth applies to all listed malyscz. ' `-EPA SW-846 Chapter 7,Table 7-1,Maxirnum Concarrenon or Croom issm.for Torc,city Cheraamelic, e t 177583 Furlong Park Salem MA - — Page 12 of 16 e Table 1:Summary of Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 + Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID. SB-04 SB-OS 56-06 SB-07 Sample Depth(ft.)'. 0-2 0-2 13/3-13 13-20 0-125 3/1.25-15 125-15 15-20 0-214/2-15 15-25 0-2 10.5/5.5-11 11-20 ' Sample Date: 10/25/2010 10/25/2010 110/25/2010 10/25/2010 10/252010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 1025/2010 10/25/2010 10/26/2010 10/262010 10/26/2010 S-1/GW-3 Field Dup I Field Dup VOCs mg/kg) Acetone 400 NA NA 0.15 NA NA 0.043 U NA NA NA 0-18 NA NA 0.089 U NA ' tert-Amyl Methyl Ether(TAME) NS NA NA 0.00080 U NA NA 000043 U NA NA NA 0.00065 U NA NA 000089 U NA Benzene 30 NA NA 00016 U NA NA 0,00085 U NA NA NA 00013 U NA NA 0,0018 U NA Bromobenzene NS NA NA 00016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA Bromochlorome[hane NS NA NA 0.0016 U NA NA 000085 U NA NA NA 00013 U NA NA 0.0018 U NA Bromodichloromethane 20 NA NA 00016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 0.0018 U NA Bromofn. 200 NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA Bromomethane 30 NA NA 0.0080 U NA NA 0.0043 U NA NA NA 00065 U NA NA 00089 U NA 2-Butanone(MEK) 400 NA NA 0.034 NA NA 0.017 U NA NA NA 0.041 NA NA 0.036 U NA n-Butylbenzene 100"' NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA ' sec-Butylbenzene 10011' NA NA 0.0016 U NA NA 0.00085 U NA NA NA O.0013 U NA NA 00018 U NA mrt-Butylbenzene 100°' NA NA 0.0016 U NA NA 000085 U NA NA NA 00013 U NA NA 0.0018 U NA tert-Butyl Ethyl Ether(THEE) NS NA NA 000080 U NA NA 0.00043 U NA NA NA 0.00065 U NA NA 0.00089 U NA Carbon Disulfide NS NA NA 0.0048 U NA NA 00026 U NA NA NA 00039 U NA NA 0.0054 U NA ' Carbon Tetrachloride 10 NA NA 00016 U NA NA 000085 U NA NA NA 00013 U NA NA 00018 U NA Chlorobenzene 100 NA NA 00016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 0.0018 U NA Chlorodibromomethane 20 NA NA 0.00080 U NA NA 000043 U NA NA NA 000065 U NA NA 0.00089 U NA Chloroethane NS NA NA 00080 U NA NA 0.0043 U NA NA NA 0.0065 U NA NA 0.0089 U NA Chloroform 400 NA NA 0.0032 U NA NA 0.0017 U NA NA NA 0.0026 U NA NA 0.0036 U NA ' Chloromethane NS NA NA 0.0080 U NA NA 00043 U NA NA NA 00065 U NA NA 00089 U NA 2-Chlomtoluene NS NA NA OOOI6 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA 4-Chlorotoluene NS NA NA 0,0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA 1,2-Dibmmo-3ohlmopropane(DBCP) NS NA NA 0.0032 U NA NA O.0017 U NA NA NA 00026 U NA NA 00036 U NA 1,2-Dibromoethane(EDB) 0.7 NA NA 0.00080 U NA NA 000043 U NA NA NA 000065 U NA NA 0.00089 U NA Dibromomethane NS NA NA 00016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA 12-Dichlorobenzene 300 NA NA 00016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 00018 U NA 1,3-Dic1ilorobenzene 100 NA NA 0.0016 U NA NA 000085 U NA NA NA 00013 U NA NA 00018 U NA 1,4-Dichlorobenzene 50 NA NA 00016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA ' Dichlorodiftmromethane(Freon 12) NS NA NA 00080 U NA NA 0.0043 U NA NA NA 00065 U NA NA 0.0089-U NA 1,1-Dichloroethane 500 NA NA 0.0016 U -NA NA 000085 U NA NA NA 00013 U NA NA 00018 U NA 1,2-Dichloroethane 10 NA NA 00016 U NA NA 000085 U NA NA NA 0.0013 U NA NA - 00018 U NA 1,1-Dichloroethylene 500 NA NA 0.0032 U NA NA 0.0017 U NA NA NA 00026 U NA NA 0.0036 U NA cis-1,2-Dichloroethylene 100 NA NA 0.0016 U NA NA 000085 U NA NA NA 00013 U NA - NA 00018 U NA trans-l2-Dichloroethylene 500 NA NA 0.0016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 0.0018 U NA 12-Dichloropropane 10 NA NA 0.0016 U NA NA 000085 U NA NA NA 0.0013 U NA NA 0.0018 U NA Ij-Dichloropropane NS NA NA 000080 U NA NA 0.00043 U NA NA NA 0.00065 U NA NA 000089 U NA 2,2-Dichloropropane NS NA NA 0.0016 U NA NA 000085 U NA NA NA 0.0013 U NA NA 0.0018 U NA IJ-Dichloropropene NS NA NA 00016 U NA NA 0.00085 U NA NA NA. 0.0013 U NA NA 00018 U NA cis-1,3-Dichloropropene 9n' NA NA 0.00080 U NA NA 0.00043 U NA NA NA 000065 U NA NA 0.00089 U NA trans-1,3-Dichloropropene 911, NA NA 000080 U NA NA 0.00043 U NA NA NA 0.00065 U NA NA 0.00089 U NA Diethyl Ether NS NA NA 0.0080 U NA NA 0.0043 U NA NA NA 0.0065 U NA NA 0.0089 U NA ' Diisopropyl Ether(DIPE) NS NA NA 0.00080 U NA NA 0.00043 U NA NA NA 0.00065 U NA NA 0.00089 U NA 1,4-Dioxene 70 NA NA 0.080 U NA NA 0.043 U NA NA NA 0065 U NA NA 0.089 U NA Ethylbsnzene 500 NA NA 00016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 00018 U NA Nexachlorobutadiene 6 NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA ' Mesmeric(MBK) NS NA NA 0016 U NA NA 0.0085 U NA NA NA 0013 U NA NA 0.018 U NA Isopropylbenzene(Cumene) 100') NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA p-Isopropyltoluene(p-Cymene) 1001' NA NA 00016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 0.0018 U NA Methyl tert-Butyl Ether(MTBE) 100 NA NA 0.0032 U NA NA 0.0017 U NA NA NA 0.0026 U NA NA 00036 U NA Methylene Chloride 200 NA NA 00080 U NA NA 00043 U NA NA NA 00065 U NA NA 0.0089 U NA ' 4-Methyl-2-pentanone(MBK) 400 NA NA 0.016 U NA NA 0.0085 U NA NA NA 0.013 U NA NA 0018 U NA Naphthalene 500 NA NA 0.0032 U NA NA 0.0017 U NA NA NA 00026 U NA NA 0.031 NA n-Propylberoutruc 10011' NA NA 00016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 00018 U NA 1 ' 177583 Furlong Park Salem MA ' Page 13,1`16 e Table]:Summary of Analytical Results for Soil Samples-April(AEG)and October(TAC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: SB-04 SB-05 SB-06 SB-07 Sample Depth(ft,)*: 0-2 0-2 13/3-13 13-20 0-1.25 3/1.25-15 1.25-IS IS-20 0-2 14/2-IS 15-25 0-2 10.5/5.5-II II-20 ' Sample Dale: 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/252010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/26/2010 10/26/2010 10/26/2010 S-I/GW-3 Field Dup Field Dup Styrene 30 NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 00018 U NA 1,1,12-Tetrachloroethane 7 NA NA 00016 U NA NA 000085 U NA NA NA 00013 U NA NA 00018 U NA ' I,1,22-Tetmchloroetbane 0.8 NA NA 000080 U NA NA 000043 U NA NA NA 0.00065 U NA NA 0.00089 U NA Tetrachloroethylene 30 NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 00018 U NA Tetrahydrofumm NS NA NA 0.0080 U NA NA 00043 U NA NA NA 00065 U NA NA 0.0089 U NA Toluene 500 NA NA 00016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA 1,2,3-Tochlorobenzene NS NA NA 0.0032 U NA NA 00017 U NA NA NA 00026 U NA NA 00036 U NA 1,2,4-Trichl...benzene 500 NA NA 00016 U NA NA 000085 U NA NA NA 00013 U NA NA 00018 U NA I,I,1-Trichloroethane 500 NA NA O.00I6 U NA NA 0.00085 U NA NA NA 00013 U NA NA 0.0018 U NA 1,1,2-Tochloroethane 4 NA NA 00016 U NA NA 000085 U NA NA NA 0.0013 U NA NA 00018 U NA Trichloroethylene 90 NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA ' Trichloro0uoromelhane(Freon ll) NS NA NA 0.0080 U NA NA 00043 U NA NA NA 0.0065 U NA NA 0.0089 U NA 12,3-Trichloropropane NS NA NA 00016 U NA NA 000085 U NA NA NA 0.0013 U NA NA (.00I8 U NA 1,2,4-Trimethvlbenzene 100"' NA NA 0.0016 U NA NA 0.00085 U NA NA NA 00013 U NA NA 0.0018 U NA 13 5-Trimethylbenzene 1000' NA NA 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA Vinyl Chloride 06 NA NA 00080 U NA NA 0.0043 U NA NA NA 0.0065 U NA NA 0.0089 U NA .Ip Xylene Soo NA NA 0.0032 U NA NA00017 U NA NA NA 00026 U NA NA 0.0036 U NA o-Xylene 500 NA NA- 0.0016 U NA NA 0.00085 U NA NA NA 0.0013 U NA NA 0.0018 U NA EPH ' mg/kg) C9L18 Aliphatics 1,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA C19-C36Aliphatics 3,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA IC I I-C22 Aromatics 1,000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA SVOCs mg/kg) Acenaphthem, 1,000 0.21 U NA 0.36 0.24 U 0.19 U 1.3 NA 021 U 0.45 3.7 0.31 U 0.19 U 0.55 0.21 U ' Acenaphthylene 10 0.21 U NA 0.27 U 0.24 U 0.19 U 2.8 NA 0.21 U 1.9 2.5 0.21 U 0.33 2.0 021 U Acetophenone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aniline NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Arab. .. 1,000 021 U NA 0.63 0.24 U 0.21 5.8 NA 0.21 U 3.1 16 0.21 U 0.52 2.4 021 U ' Benzo(a)anthracene 7 0.25 NA 1.8 0.24 U 0.80 NA 0.21 U 16.4 0.26 2.5 3.4 030 Benzo(a)pyrene 2 018 NA 0.24 U 0.96 1 NA 0.21 U 0.23 0.30 Benzo(b)fluomnthene 7 032 NA 2,3 0.24 U 1.1 NA 0.21 U 023 3.9 3.7 0.36 Benzo(g,h,i)perylene 1,000 021 U NA 0.88 0.24 U 0.41 4.5 NA 021 U 3.8 17 0.21 U 2.4 2.3 0.25 Benzo(k)fluoranlhene 70 0.21 U NA 1.0 0.24 U 0,45 4.4 NA 0.21 U 3,1 8.0 0.21 U 0.97' 1.3 0.21 U ' Bis(2-chloroethoxy)methane NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroethyl)eiher 0.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroisopropylhlher 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-Ethylhexyl)phlhalate 200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 4-Bromophenylphenylether NS NA NA NA NA NA NA NA- NA NA NA NA NA NA NA . Burylbenzylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chloroamh.c 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chloronaphthalene - NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorophenol 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chrysene 70 0.28 NA 2.0 0.24 U 0.83 93 NA 0.21 U 5.7 26 0.22 2.3 3.2 0.26 Diberv(a,h)anthmcene 0.7 0.21 U NA 0.27 U 0.24 U 0.19 U NA 0.21 U I 0.21 U 0.49 0.67 0.21 U Dibenzofuran NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12-Dichlorobenzene 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3-Dichlorobenzene 100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3,3-Dichlorobenzidine I NA NA NA NA NA NA NA NA NA NA NA NA NA NA 24-Dichlorophen) 40 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Diethylphthalate . 300 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dimethylphenol 500 NA NA NA NA NA NA NA NA NA NA NA NA NA N Dimeth I Mhalate 600 NA NA - NA NA NA NA NA NA NA NA NA NA NA NAA 1))583 Furlong Park Salem MA • k Page 14 of 16 Table l:Summarvof Analytical Results for Soil Samples-April(AEG)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: SB-04 SB-05 SB-06 SB-07 ' Sample Depth(ft.)': 0-2 0-2 13/3-13 I3-20 0-1.25 3/1.25-I5 125-IS 15-20 0-2 I4/2-I5 15-25 0-2 10.5/5.5-11 11-20 Sample Date: 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 10/25/2010 1025/2010 10/25/2010 1025/2010 10/25/2010 10/26/2010 10/26/2010 10/26/2010 S-I/GW-3 Field Dup Field Dup Di-n-butylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA -NA 2,4-Dinitrophenol 50 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2,4-Dinitrotoluene 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,6-Dimtrotoluene NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Di-n-oetylphthalate NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Diphenylhydmzine(as Azobenzene) NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Fluoranthene 1.000 0.39 NA 3.0 024 U 1.4 31 NA 0.21 U 13 52 0.51 3.7 8.2 0.59 Fluorcm, 1,000 0.21 U NA 0.36 0.24 U 0.19 U 3.5 NA 0.21 U 1.1 6.4 0.21 U 0.19 U 2.2 0.21 U Hexachlorobenzene 07 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachlorobutadiene 6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachloroethane 9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Indeno(1,2,3-cd)pyrene 7 0.21 U NA 1.1 0.24 U 0.53 5.8 NA 021 U 4.6 031 2.5 2.6 039 Isophorone NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Methylnaphthalene 300 0.21 U NA 027 U 024 U 0-19 U 1.2 NA 0.21 U 0.23 1.4 0.21 U 0.19 U 0.43 0.21 U 2-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 3/4-Methylphenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 500 021 U NA 0.33 0.24 U 0.19 U 3.3 NA 0.21 U 0.43 2.7 0.21 U 0.19 U 2.2 0.21 U Nitrobenzene NS NA - NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Nitrophenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA - 4-Nitrophenol NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Pentachlorophenol 10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene 500 037 NA 2.7 0.24 U 0.89 36 NA 0.21 U 13 53 0.50 1.9 13 0.72 Phenol 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Pyrene 1,000 0.52 NA 3.9 0.29 1.8 31 NA 0.21 U 12 60 0.66 3.8 11 0.73 ' 1,2,4-Trichlorobenzene 500 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,5-Trichlorophenol 600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,6-Trichloropheno1 20 NA NA NA NA NA NA NA NA NA NA NA NA NA NA PCBs ' (mF)kg) Aroclor-1016 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1221 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1232 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1242 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1248 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1254 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroelor-I 260 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1262 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1268 2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Metals,total ^ mg/kg) Antimony 20 29 U NA 3.5 U 2.7 U 3.1 U 3.3 U 3.1 U 2.7 U 6.1 2.9 U 2.9 U 7.4 3.2 U Arsenic 20 IS NA 8.9 9.6 18 17 19 9.7 6.6 7.7 16 7.2 Barium 1,000 11 NA 840 65 44 130 250 20 63 220 29 240 410 61 Beryllium 100 029 U NA 0.43 U 0.35 U 0.27 U 0.31 U 0.33 U 0.31 U 0.27 U 0.28 LI 0.29 U 029 U 0.37 U 032 U Cadmium 2 1.9 NA 0.80 0.45 1.3 0.98 0.96 0.44 0.62 0.29 U 1.5 0.72 Chrommm 30 11 NA 1 20 16 27 1 1 Chromium(VI) 30 0.39 U NA 051 U I.1 U NA NA NA NA NA NA NA NA NA NA Lead 300 NA .11 130 73 1 t 5.8 110 I 8.4 1 II 71 ' Mercury 20 0.44 NA 1.0 0.26 0.091 0.17 0.19 00095 U 0.17 0.34 0.0098 U 0.49 0.91 0.011 U Nickel 20 NA 11 15 17 15 17 18 Selenium 400 5.8 U NA 87 U 70 U 54 U 6.2 U 6.7 U 6.1 U 5.5 U 5.7 U 5.8 U 5.7 U Z5 U 6.3 U Silver 100 0.79 NA 0.87 U 0.70 U 0.54 U 0.62 U 0.67 U 0.61 U 0.55 U 057 U 0.58 U 057 U 0.75 U 0.63 U Thallium 8 2.9 U NA 43 U 35 U 2.7 U 3.1 U 3.3 U 3.1 U 2.7 U 2.8 U 2.9 U 2.9 U 37 U 32 U Vanadium 600 25 NA 39 24 29 43 39 19 35 34 31 30 36 48 Zinc 2,500 720 NA 1,400 130 82 320 250 25 97 290 36 320 11 83 177583 Furlong Park_Sslem A1A PaU 15 of 16 ' Table]:Summary of Analytical Results for Soil Samples—April(AEC)and October(TRC)2010 Furlong Park-20 Franklin Street Salem,Massachusetts t nalysis Analyte Sample ID: SB-04 SB-05 SB-06 SB-07 ' Sample Depth(R.)•: 0-2 0-2 13/3-13 13-20 0-125 3/125-IS 125-IS I5-20 0-2 14/2-I5 I5-25 0-2 105/5.5-11 11-20 Sample Date: 10/25/2010 10/25/2010 10/25/2010 1025/2010[10125f2010 10/25/2010 1025/2010 10/25/2010 10/25/2010 10/25/2010 1025/2010 10/26/2010 10/26/2010 10/26/2010 S-I/GW-3 Field Dup Field Dup Metals, CLP ug/L) Chromium 5,000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Lead 5,000" NA NA NA NA NA NA NA NA NA NA NA NA NA NA Ignitability lgnitabildy N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA Cyanide ' (mg/kg) ICyanide 100 NA I NA 3.9 NA NA 0.70 1.0 NA NA 7.7 NA NA 3.0 NA Oxidation/Reduction Potential (mV) Oxidation/Reductlon Potential N/A 160 69 40 -31 69 170 NA 90 53 75 45 46 6.0 IS PH ' (s.u.) pH N/A 7.0 6.6 7.6 7.9 6.6 7.0 NA 7.3 10 9.2 9.0 8.1 7.5 8.6 Reactivity (mg/kg) Reacniveve Cyanide WA NA NA NA NA NA NA NA NA NA NA NA NA NA NA li ReactSulfide N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Nom: m:Z-milligrams per kilogram(dry weight)or parts per million(ppm). .,A-n, rosramsperhre,. mV-miaivolt. ' so-Standard unb. NA-Sample not analyzed for rhe listed analym. N/A-Not applicable. NI-Nat ignitable. ' NS-No M oeDEP standards exist for this analpe. V-Compound was nor shooed at specifiW goanourrion limit. Value,in Bold indica a are compound was derehed. ' VOCs-votarlle Organic Compounds. EPH- Exurienble Petroleum Hydrocarbmns. PCBs-Poly horrinated Biphenyls. S VOCs-Sersenhtile Organic Compounds. ' TCLP-Toxicity Chamnedsic Leaching Procedure. (O-MassDEP Mehod 1 S-1/GW-3 standards for C9-CIO aromatics used. (2)-MassDEP Method)SI/GW-3 standards forl3-Dichlmmprmpene used. •-Sample depth(in feet_otherwise specified)for VOCs/other analysis; othewise the sample depth mpphes or all listed analyses. '-EPA SW-846 Chapter 7,Table 7-1,Max3mmn Concentration of Contaminants for Toxicity Chamcmoam. 1 ' 177583_Fudamg Park_Salem MA Page 16.F16 1 ' Table 2:Summary of Analytical Results for Sediment Surface Samples—April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyse Sample I: SS-101 SS-102 SS-103 SS-104 SS,-105 SS-106 SS-107 SS-108 SS-109 SS-I 10 SS-111 SED-112 SE 113 ' Sample Depth(in.): 0-3 8-12 0-3 8-12 Sample Dale: 4/9/2010 4/9/2010 4/92010 4/9/2010 4/92010 4/9/2010 4/92010 4/9/2010 4/9/2010 423/2010 4232010 10262010 1026/2010 10/25/2010 10252010 PECs TECs OCs (mg/kg) Acetone NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Amyl Methyl Ether(TAME) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Benzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromochloromethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromodichloromethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromoform NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromomethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Butanonc(MEK) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA n-Butylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA sec-Butylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Butylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Butyl Ethyl Ether(TBEE) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Disulfide NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Tetrachloride NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorobenzene - NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Chlorodibromomethane NS- NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloroform NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloromethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2-Chlormoluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chlorotoluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dibromo-3-chloropropane(DBCP) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dibromoethanc(EDB) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dibromomethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dichlorodifluoromethane(Freon 12) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I,1-Dichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12-Dichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1-Dichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' cis-1,2-Dichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA trans-1,2-Dichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichloropropane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3-Dichloropropane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2,2-Dichloropropane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I,I-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA cis-1,3-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Vans-1,3-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA t Diethyl Ether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diisopropyl Ether(DIPE) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA- NA NA 1,4-Dioxane NS NS NA NANA NA NA NA NA NA NA NA NA NA NA NA NA Ethylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' - Hexachlorobutadiene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Hcxwone(MBK) NS NS NA NA' NA NA NA NA NA NA NA NA NA NA NA NA NA Isopropylbenzene(Cumene) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA p-Isopropyholuene(p-Cymene) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Methyl tert-Butyl Ether(MTBE) NS NS NA NA NA NA NA NA NA„ NA NA NA NA NA NA NA NA Methylene Chloride NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Methyl-2-pentanone(MIBK) NS NS NA NA NA 'NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 0.561 0.18 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' n-Propylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 177583_Furlong Park Salem MA Page I of 12 1 ' Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyle Sample ID: SS-101 SS-102 SS-103F4/9/T201O4/9/2010 -105 SS-106 SS-107 SS-108 SS-109 SS-110 SS-111 SED-112 SED-113 ' Sample Depth(in.): 0-3 8-12 0-3 8-12 Sample Date: 4/9/2010 4/9/2010 4/92010 4/92010 4/9/2010 4/9/2010 4/9/2010 4/23/2010 423/2010 10/26/2010 10/26/2010 10/25/2010 10/25/2010 PECs TECs Styrene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,1,1,2-Tetrachloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,2,2-Tetrachloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Tetrachloroethylene NS NS NA NA NA NA NA - NA NA NA NA NA NA NA NA NA NA Tetrahydrofuran NS NS NA NA NA NA. NA NA NA NA NA NA NA NA NA NA NA ' Toluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,3-Trichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,4-Trichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,1-Trichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,2-Trichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Trichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Trichlorofluoromethane(Freon 11) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,3-Trichloropropane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,4-Trimethylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3 5-Trimethylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Vinyl Chloride NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA m+p Xylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA o-Xylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA SVOCs (mg/kg) Acenaphthene NS NS 0.18 0.086 U 0.37 0.46 0.073 0.27 1.2 0.31 0.10 0.082 U 0.100 U 1.4 U 0.62 U 0.26 U 0.057 U Acenaphthylene NS NS 0.14 0.086 U 0.33 0.31 030 0.23 0.29 0.32 0.22 0.090 0.100 U 14 U 0.62 U 026 U 0.074 ' Acetophenone NS NS 0.086 U 1.6 1.3 0.60 1 0.62 I I NA NA NA NA Aniline NS NS NA NA NANA NA NA NA NA NA NA NA NA NA NA NA Anthracene 0.845 0.057 NA NA NA NA NA NA NA NA NA NA NA 1 0.26 U U.14 Benzo(a)vrihracene 1.05 0.11 2.7 1 1 4.9 2.0 I 0.46 '. Benzo(a)pyrene 145 0.15 2.7 I 1 1 0.43 Benzo(b)fluoranthene NS NS 2.4 0.29 3.6 3.5 1.7 1.9 4.6 1.5 1.5 1.0 0.38 5.6 5.0 0.64 0.77 Benzo(g,h,i)perylene - NS NS 1.9 0.24 2.6 2.4 1.3 1.5 2.8 1.0 1.0 0.94 0.37 4.0 3.1 0.49 0.40 Benzo(k)fluoranthene NS NS 2.4 0.29 3.3 2.8 1.8 1.9 3.2 1.5 1.4 0.81 0.33 3.7 3.4 0.27 0.32 Bis(2-chloroethoxy)mclhane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroethyl)ether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2thlor0isoprapyl)elher NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-Ethylhexyl)phthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 4-Bromophenylphenylether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Butylbenzylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chloroaniline NS NS NA - NA NA `NA NA NA NA NA NA NA NA NA NA NA NA 2-Chloronaphthalene NS NS NA - NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chrysene 1.29 0.17 2.8 I Dibenz(a,h)anthracene NS 0.033 l 1 0.67 I I 1 I 1 0.100 U 2.1 0.26 U 0.10 Dibenzofuran NS NS 0.16 0.086 U 035 0.38 0.071 U 0.24 1.0 0.20 0.087 0082 U 0.100 U NA NA NA NA ' 1,2-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA - NA NA NA NA NA NA NA 1,3-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 3,3-Dichlorohenzidine NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dichlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dimethylphenol NS NS NA NA NA NA NA NA NA NA -NA NA NA NA NA NA NA ' Dimethylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Di-n-burylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dinitrophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dinitrotoluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,6-Dinitrotoluene NS NS NA NA NA NA NA NA NA NA NA - NA NA NA NA NA NA 177583_Furlong Park Salm MA - Page 2 of 12 ' Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: SS-101 SS-102 SS-103 SS-104 SS-105 SS-106 SS-107 SS-108 SS-109 SS-110 SS-I 11 SED-112 SED-113 Sample Depth(in.): 0-3 8-12 0-3 -8-12 Sample Date: 4/9/2010 4/9/2010 4/92010 4192010 4/92010 4/9/2010 4/92010 4/9/2010 4/9/20104/232010 4232010 10262010 10262010 10/252010 10/25/2010 PECs TECs Di-n-ocrylphthalue NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Diphenythydrazine(as Azobenzene) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Fluoranthene 2.23 0.42 0.36 ' I 1 Fluorene 0.536 0.077 1 0-086 U 11 1 I 1 '1 1 I0.100 U 1 . 0.26 U 0.057 U Hexachlombenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachlombutadiene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Indeno(1,2,3-cd)pyrene NS NS 2.0 0.23 2.9 2.6 1.6 1.7 3.1 1.2 1.2 0.96 0.38 4.2 3.1 0.53 0.42 Isophomne NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Methylnaphthalene NS NS 0.066 U 0 086 U 0.075 U 0.13 0.071 U 0.10 0.49 0.120 0.061 U 0.082 U 0.100 U 14 U 0.62 U 0.26 U 0.057 U 2-Methylphenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3/4-Methylphenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 0.561 0.18 0.093 0.086 U 1 1 0 071 UI I '. 1 0-061 U 0 082 U 0.100 U 1.4 U 0.62 U 026 U 0 057 U Nitrobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Nitrophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Nitrophenot NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Pentachlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene 1.17 0.2 3.3 0.210 I 13.0 I , : 5.5 0.43 I , Phenol NS NS I NA 1­7=1NA NA NA NA I NA NA I NA I NA NA NA NA NA NA Pyrene L52 0.2 4.8 I 1 0.94 I 12,4-Trichiorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,5-Trichlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,6-Trichlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA rcRs (mg/kg) Aroclor-1016 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Aroclor-1221 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1232 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1242 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1248 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1254 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1260 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1262 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1268 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Metals,total (mg/kg) Antimony NS NS NA NA NA NA NA NA NA NA NA NA NA 6.3 U 6.I U 5.2 5.9 U Arsenic 33 33 7.35 6.01 12.1 4.01 13.9 8.43 2.63 8.59 7.40 5.26 3.51 64 U 6.1 U 19 15 Barium NS NS 352 89.9 146 81.5 329 86.0 49.3 37.0 80.2 90.9 37.0 350 300 310 290 Beryllium NS NS NA NA NA NA NA NA NA NA NA NA NA 0.64 U 0.61 U 0.52 U 0.65 Cadmium 4.98 5 0.33 0.36 U 0.48 0.27 0.46 027 U 0.30 U 0.36' U 0.26 U 0.45 U 0.36 2.3 0.57 0.59 U Chromium III 110 27.3 20.9 1 27.8 , I 1 1 53 Chromium(VI) NS NS 0.14 U NA NA NA NA NA NA NA NA NA NA NA NA NA NA Lead 128 130 I II 19.6 1 11 I Mercury 1.06 0.18 0.169 1 0.120 U 1 1 1 „ I 1 0.17 Nickel 48.6 49 NA NA NA NA NA NA NA NA NA NA NA 28 30 14 ' Selenium NS NS 0.66 U 0.72 U 0.53 U 0.46 U 0.46 U 0.54 U 0.60 U 0.73 U 0.52 U 0.89 U 0.60 U 13 U 12 U 10 U 12 U ' Silver NS NS 0.33 U 0.36 U 0.26 U 0.23 U 0.23 U 0.27 U 0.30 U 0.36 U 0.26 U 0.45 U 0.30 U 1.3 U 1.2 U 1.0 U 1.2 U Thallium NS NS NA NA NA NA NA NA NA NA NA NA NA 6.4 U 6.1 U 5.2 U 5.9 U Vanadium NS NS NA NA NA NA NA NA NA NA NA NA NA 67 78 43 24 ' Zinc 459 460 NA NA NA NA NA NA NA NA NA NA NA 450 1 280 180 Metals,TCLP (ugg/L) Chromium N/A 5,000* NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Lead N/A 5,000' NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 177583_Fmlong Pmk_Sa1em MA _ Page 3 of 12 Table 2:Summary of Analytical Results for Sediment Surface Samples—April(AEG)and October(FRC)2010 _ Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: SS-101 SS-102 SS-103 SS-104 SS-105 SS-106 SS-107 SS-108 SS-109 SS-l10 SS-III SED-112 SED-113 Sample Depth(in.): 0-3 8-12 0-3 8-12 Sample Date. 4/92010 4/92010 4/92010 4/92010 4/9/2010 4/92010 4/92010 4/9/2010 4/9/2010 4/232010 4232010 10262010 1 10/262010 1025/2010 1025/2010 PECs TECs VS/SEM ' (umotes/gm) Sulfide,Acid Volatile N/A N/A NA NA NA NA NA NA NA NA NA NA NA 15.7 72.8 NA NA Cadmium,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 0.0148 0.101 NA NA Copper,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 1.25 0.15 NA NA Lead,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 1.81 3.37 NA NA Mercury,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 0.00012 U 0.00028 U NA NA Nickel,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 0.0938 0.112 NA NA Silver,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 000115 U- 0.00264 U NA NA Zinc,Total N/A N/A NA NA NA NA NA NA NA NA NA NA NA 3.99 8.64 NA NA ' SEM/AVS Ratio N/A N/A NA I NA NA NA NA NA NA NA NA NA NA 0.457 0.17 NA NA Cvanide (mg/kg) Cyanide NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA 1.1 1.2 Total Organic Carbon ' (%) Total Organic Carbon(Rep l) N/A N/A NA NA NA NA NA NA NA NA NA NA NA 4.69 4.18 4.81 2.63 Total Organic Carbon(Rept) N/A N/A NA NA NA NA NA NA NA NA NA NA NA 4.04 4.47 6.12 2.82 Ignitability Ignitability N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Oxidation/Reduction Potential (mV) OxidationlReduction Potential N/A N/A NA NA NA NA NA NA NA NA NA NA NA 22 68 220 200 pH ' (S.u.) pH N/A N/A NA NA NA NA NA NA NA NA NA NA NA 7.1 7.7 73 7.4 Reactivity (mg/kg) Reactive Cyanide N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Reactive Sulfide N/A N/A NA NA NA NA- NA NA NA NA NA NA NA NA NA NA NA Notes: mg/kg-milligrams per kilogram(dry weigho or parts per million(ppm). ug/L-micrograms per liter. mu-min Vale -Standard unit. umoles/gni-Micromoles per gram. NA-Sample not analyzed for the listed analyte. N/A-Not applicable. NI-Not ignitable NS-No MassDEP standards exist for this mmloo - U-Compound aas not detected at specified quantitation limit. Values in Bold indicate the compound was detected. VOCs-Volatile Organic Compounds. SVOCs-Semivolatile Organic Compounds. ' PCBs-Polychimamed Biphenyls. TCLP-Toxmtry Charanttssec Leaching Procedure. AVS-Acid Volatile Sulfide ' SEM-Simultaneously Extracted Metals ' PECs-Probable Effort Concentration,consensus-based sediemnt quality guidelines(MacDonald et at 2WO). TECs-Threshold Effect Concentration,MADEP Freshment Sediment Screening Criteria(Jul,2005). -EPA SW-846 Chapter 7,Table 7-1,Maximum CoMentrstion of Contaminants for Toxicity Chmacteristic. or ' 177583_Furlong Park Salem MA - Pass s 4 of 12 ' '' s -' Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID: SED-114 SED-115 SED-116 SED-117 - Sample Depth(in.)t 0-3 0-3 8-12 8-120-3 0-3 8-12 0-3 0-3 8-12 8-12 0-3 0-3 . 8-12 8-IT- Sample Date: 1026/2010 10/262010 10/26/2010 10/262010 10272010 10/27/2010 10272010 10262010 10262010 1026/2010 10262010 10262010 10262010 10262010 10/262010 PECS TECs Field Dup Field Dup Field Dup Field Dup Field Dup Field Dup Field Dup OCs (mg/kg) Acetone NS NS NA NA NA NA T5 U NA 23 U NA NA NA NA NA NA NA NA terl-Amyl Methyl Ether(TAME) NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA Benzene NS NS NA NA NA NA 0.15 U NA 046 U NA NA NA NA NA NA NA NA Bromobenzene NS NS NA NA NA. NA O15 U NA 046 U NA NA NA NA NA NA NA NA Bromochloromethane NS NS NA NA NA NA 0.15 U NA 046 U NA NA NA NA NA NA NA NA Bromodichloromelhane NS NS NA NA NA NA 0.15 U NA 046 U NA NA NA NA NA NA NA NA Bromofonn NS NS NA NA NA NA 1.5 U NA 4.6 U NA NA NA NA NA NA NA NA Bromomethane NS NS NA NA NA NA 060 U NA 1.8 U NA NA NA NA NA NA NA NA ' 2-Butanone(MEK) NS NS NA NA NA NA 3.0 U NA 9.2 U NA NA NA NA NA NA NA NA n-Butylbenzene NS NS NA NA NA NA 0.15 U NA 046 U NA NA NA NA NA NA NA NA sec-Butylbenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA terl-Butylbenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA ' lert-Butv1 Ethyl Ether(TBEE) NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA Carbon Disulfide NS NS NA NA NA NA 1.5 U NA 4.6 U NA NA NA NA NA NA NA NA Carbon Tetrachloride NS NS NA NA NA NA 0 is U NA 0.46 U NA NA NA NA NA NA NA NA Chlorobenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA Chlorodibromomethane NS NS NA NA NA NA 0.60 U NA 1.8 U NA NA NA NA NA NA NA NA Chloroethane NS NS NA NA NA NA 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA Chloroform NS NS NA NA NA NA 030 U NA 0.92 U NA NA NA NA NA NA NA NA Chloromethane NS NS NA NA NA NA 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA 2Chlorololuene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 4-Chlorotoluene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,2-Dibromo-3-chloropropane(DBCP) NS NS NA NA NA NA 0.75 U NA 2.3 U NA NA NA NA NA NA NA NA 1.2-Dlbromoethane(EDB) NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA Dibromomethane NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,2-Dichlorobenzene NS NS NA NA NA NA 0.15 U NA 1.1 NA NA NA NA NA NA NA NA 1,3-Dichlorobenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA ' Dichlorodifluoromethane(Freon 12) NS NS NA NA NA NA 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA I,1-Dichloroethane NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,2-Dichloroethane NS NS NA NA NA NA 015 U NA 0.46 U NA NA NA NA NA NA NA NA 1,1-Dichloroethylene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA cls-l2-Dichloroethylene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA trans-1,2-Dichloroethylene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,2-Dichloropropane NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,3-Dichloropropane NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA 2,2-Dichloropropane NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA I,1-Dichloropropene NS NS NA NA NA NA 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA cis-1,3-Dichloropropene NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA ' trans-1,3-Dichloropropene NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA Diethyl Ether NS NS NA NA NA NA 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA Dusopropyl Ether(DIPE) NS NS NA NA' NA NA 0 075 U NA 0.23 U NA NA NA NA NA NA NA NA 1,4-Dioxane NS NS NA NA NA NA TS U NA 23 U NA NA NA NA NA NA NA NA Ethylbenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA Hexachlorobutadiene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA - NA NA 2-Hexanone(MBK) NS NS NA NA NA NA L5 U NA 4.6 U NA NA NA NA NA NA NA NA „ Isopropylbenzene(Cumene) NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA - ' p-Isopropyholuene(p-Cymenc)- NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA Methyl cert-Butyl Ether(MTBE) NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA Methylene Chloride NS NS NA NA NA NA 0.75 U NA 23 U NA NA NA NA NA NA NA NA 4-Methyl-2-pentanone(MIBK) NS NS NA N.4 NA NA 15 U NA 4.6 U NA NA NA NA NA NA NA NA ' Naphthalene 0.561 0.18 NA• NA NA NA 0.30 U NA t NA NA NA NA NA NA NA NA n-Pro ylbenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 177583_Furlong Park_Salem MA _ Psge 5 of i 2 Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID. SED-114 SED-115 SED-1 16 SED-117 ' Sample Depth(in.): 0-3 0-3 8-12 8-12 0-3 0-3 8-12 0-3 0-3 8-12 8-12 0-3 0-3 8-12 8-12 Sample Date: 1026/2010 10/262010 10/262010 10/26/2010 10/27/2010 1027/2010 10/272010 10262010 10262010 10262010 10262010 10262010 10/26/2010 1026/2010 1026/2010 PECs TECs Field Dup Field Dup Field Dup Field Dup Field Dup Field Dup Field Dup Styrene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,1,1,2-Tetrachloroethane NS NS NA NA NA NA OAA U NA 0.46 U NA NA NA NA NA NA NA NA 1,1,2,2-Tetrachloroethane NS NS NA NA NA NA 0.075 U NA 0.23 U NA NA NA NA NA NA NA NA Tetrachloroethylene NS NS NA NA NA NA 0.15 U NA 046 U NA NA NA NA NA NA NA NA Tetrahydrofuran NS NS NA NA NA NA 1 5 U NA 4.6 U NA NA NA NA NA NA NA NA ' Toluene NS NS NA NA NA NA 0.52 NA 6.0 NA NA NA NA NA NA NA NA 12,3-Trichlorobenzene NS NS NA NA NA NA 0,75 U NA 2.3 U NA NA NA NA NA - NA NA NA 1,2,4-frichlorobenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1.1,1-Trichloroelhane NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA ' 1,1,2-Trichloroethane NS NS NA NA NA NA 0.15 U NA 046 U NA NA NA NA NA NA NA NA Trichloroethylene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA Trichlorofluoromethane(Freon 11) NS NS NA NA NA NA 0.30 U NA 092 U NA NA NA NA NA NA NA NA 1,2,3-Trichloropropmie NS NS NA NA NA NA 030 U NA 0.92 U NA NA NA NA NA NA NA NA ' 1,2,4-Trimethylbenzene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA 1,3,5-Trimethylbenzene NS NS NA NA NA NA 0-15 U NA 0.46 U NA NA NA NA NA NA NA NA Vinyl Chloride NS NS NA NA NA NA 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA m+p Xylene NS NS NA NA NA NA' 0.30 U NA 0.92 U NA NA NA NA NA NA NA NA .o-Xylene NS NS NA NA NA NA 0.15 U NA 0.46 U NA NA NA NA NA NA NA NA WOO (mg/kg) Acenaphthene NS NS 0.90 NA 0.47 U NA 0.28 NA 0.64 U 0.43 U NA 045 U NA 0.67 U NA 0.53 U NA Acenaphthvlene NS NS 0.36 U NA 0.47 U NA 0.51 NA 0-64 U 0.43. U NA 0.88 NA 0.67 U NA 0.53 U NA ' Acetophenone NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA Aniline NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA Anthracene 0.845 0.057 NA NA NA NA NA 0.67 U NA 0.53 U NA Benzo(a)anthracene 1.05 0.11 NA NA NA NA NANA NA Benzu(a)pyrene 1.45 0.15 NA NA NA NA ' NA NA NA Benzo(b)Fluoranthene NS NS 4.9 NA 4.1 NA 6.5 NA 3.9 3.1 NA 4.8 NA 2.5 NA 2.4 NA Benzo(g,h,i)perylene NS NS 3.0 NA 2.6 NA 2.3 NA 1.4 23 NA 3.3 NA 1.8 NA 1.6 NA Benzo(k)Fluoranthene NS NS 3.8 NA 2.7 NA 2.3 NA 1.5 2.8 NA 4.2 NA 1.4 NA 1.3 NA Bis(2-chloroethoxy)methane NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA Bis(2-chloroethyl)ether NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA Bis(2chloroisopropyl)ether NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA Bis(2-Ethylhexyl)phthalate NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA 4-Bromophenvlphenylether NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA Butylbenzylphthalate NS NS NA NA NA NA 093 U NA 2.5 U NA NA NA NA NA NA NA NA 4-Chloroandinc NS NS NA NA NA NA 0.93 U NA 2.5 U NA NA NA NA NA NA NA NA 2-Chloronaphthalene NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA • 2-Chlorophenol NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA Chrysene 1.29 0.17 NA NA NA I NA NA NA NA Dibenz(a,h)anthracene NS 0.033 NA NA I NA 0.64 U I NA NA NA I NA Dibenzofuran NS NS NA NA NA NA 048 U NA 13 U NA NA NA NA NA NA NA NA 12-Dichlorobenzene NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA 1,3-Dichlorobenzene NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA ' 3,3-Dichlorobenzidine NS NS NA NA NA NA 0.24 U NA 0.64 U NA NA NA NA NA NA NA NA 2,4-Dichlorophenol NS NS NA NA NA NA 048 U NA L3 U NA NA NA NA NA NA NA NA Diethylphthalate NS NS NA NA NA NA 048 U NA 13 U NA NA NA NA NA NA NA NA 2,4-Dimethylphenol NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA •' Dimethylphthalate NS NS NA NA NA NA 0.93 U NA 2.5 U NA NA NA NA NA NA NA NA - Di-n-butylphthalate NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA 2,4-Dinitrophenol NS NS NA NA NA NA 0.93 U NA 2-5 U NA NA NA NA NA NA NA NA 2,4-Dinitrotoluene NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA ' 2,6-Dinitrotoluene NS NS NA NA NA NA 0.48 U NA - 1.3 U NA NA NA NA NA NA NA NA 177583_Furlong Park_Solem MA Page 6 of 12 1 Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street Salem,Massachusetts Analysis Analyte Sample ID. SED-114 SED-115 SED-116 SED-117 ' Sample Depth(n): 0-3 0.3 8-12' 8-12 U-3 0-3 8-12 0-3 0-3 8-12 8-12 0-3 0-3 8-12 8-12 Sample Date: 10/262010 10/26/2010 1026/2010 1026/2010 10/27/2010 10/272010 10/272010 10/262010 10262010 1026/2010 1026/2010 1026/2010 1026/20!0 1026/2 10262010 PECs TECs Field Dup Field Dup Field Dup Field Dup Field Dup Field Dup Field Dup Di-n-octylphthalale NS NS NA NA NA NA 0.93 U NA 2.5 U NA NA NA NAtNA NA NA NA 1,2-Diphenylhydrazine(as Azobenzene) NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NANA NA NA Flumanthene 2.23 _0.42 NA NA NA NA NANA NA Fluorene 0.536 0.077 NA I' I NA NA O.64 U 0.43 U NA 0.45 U NA NA 0.53 U NA Hexachlorobenzene NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NANA NA NA Hezachlorobutadiene NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA Hexachloroethane NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NANA NA NA Indcno(1,2,3-cd)pyrene NS NS 2.9 NA 2.6 NA 2.8 NA 1.6 2.3 NA 3.2 NA NA 1.7 NA Isophorone NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA ' 2-Methylnaphthalene NS NS 0.36 U NA 0.47 U NA 0.61 NA 0.64 U 0.43 U NA 0.45 U NA 0.67 U NA 0.53 U NA 2-Methylphcmol NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA 3/4-Methylphenol NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA Naphthalene 0.561 0.18 NA 0.47 U NA 1 NA 0.64 U 0.43 U NA 0.45 U NA 0.67 U NA 0.53 U NA Nitrobenzene NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA 2-Nitrophenol NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA 4-Nitrophenol NS NS NA NA NA NA 0.93 U NA 2.5 U NA NA NA NA NA NA NA NA Pentachlorophenol NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA Phenanthrene 1.17 02 NA NA NA NA =NA NA NA I ' NA Phenol NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NANA NA NA Pyrene 1.52 0.2 NA NA NA NANA NA NA 1,2,4-Trichlurobenzenc NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA 2,4,5-Trichlorophenol NS NS NA NA NA NA 048 U NA 1.3 U NA NA NA NA NA NA NA NA 2,4,6-Trichlorophenol NS NS NA NA NA NA 0.48 U NA 1.3 U NA NA NA NA NA NA NA NA PCBs (mg/kg) Aroclor-1016 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1221 NS NS NA NA NA NA 0.14 U NA 038 U NA NA NA NA NA NA NA NA Aroclor-1232 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1242 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1248 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1254 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1260 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1262 NS NS NA NA NA NA O14 U NA 0.38 U NA NA NA NA NA NA NA NA Aroclor-1268 NS NS NA NA NA NA 0.14 U NA 0.38 U NA NA NA NA NA NA NA NA ' Metals,total mg/kg) Antimony NS NS 5.6 NA 17 NA 3.5 U NA 9.1 U 2.8 U NA 2.8 U NA 5.9 U NA 5.4 U 4.4 U Arsenic 33 33 - 15 NA 17 NA 21 NA 1 7.3 NA II NA 11 NA 5.4 U 23 Barium NS NS 180 NA 1,300 NA 130 NA 750 110 NA 120 NA 120 NA 200 240 ' Beryllium NS NS 034 U NA 0.37 U NA 0.35 U NA 13 0.28 U NA 028 U NA 0.59 U NA 0.54 U 0.44.U Cadmium 4.98 5 1.7 NA NA 1.1 NA 1.2 NA 2.0 NA 2.6 NA 4.4 4.6 Chromium 111 110 NA NA 29 NA II I NA NA I NA I ' Chromium(VI) NS NS NA NA NA NA NA LI U NA NA NA NA NA 2.0 U NA 2.4 NA Lead 128 130 I NA I NA I I NA I I I NA I NA NAI Mercury 1.06 0.18 NA NA 0.16 NA I I I NA NA NA I Nickel 48.6 49 31 NA 29 NA 16 NA 13 NA 15 NA 22 NA 31 23 Selenium NS NS 13 U NA 7.5 U NA 7.1 U NA 18 U 5.6 U NA 5.6 U NA 12 U NA 11 U 8.8 U Silver NS NS 0.67 U NA 0.75 U NA 0.71 U NA 1.8 U 0.56 U NA 0.56 U NA 1.2 U NA 1.1 U 0.88 U Thallium NS NS 3.4 U NA 3.7 U NA 3.5 U NA 9.1 U 2.8 U NA 2.8 U NA 5.9 U NA 5A U 4.4 U Vanadium NS NS 44 NA 38 NA 24 NA 58 32 NA 33 NA 55 NA 65 52 ' Zinc 459 460 1 NA I I NA 300 NA It 200 NA 250 NA 250 NA 380 430 Metals,TCLP (ug/L) Chromium N/A 5,000' NA NA NA NA NA NA 47 NA NA -NA NA NA NA NA NA Lead N/A 5,000' NA NA NA NA WOMMWNA I I II NA NA NA NA NA NA NA NA 177583 Fu]l -Park_Salcm MA i _ Page]of 12 i Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte Sample ID: SED-114 SED-115 SED-116 SED-117 Sample Depth(in.): 0-3- 0-3 8-12 8-12 0-3 0-3 8-12 0-3 0-3 8-12 8-12 0-3 0-3 8-12 8-12 Sam le Date: 1026/2010 10/262010 10/262010 10262010 10272010 10272010 10/27/2010 10262010 10262010 10/26/2010 10262010 10262010 10262010 10/26/2010 10262010 PECs TECs Field Dup Field Dup Feld Dup Field Dup Field Dup Field Dup Field Dup VS/SEM ' (umoles/gm) Sulfide,Acid Volatile N/A N/A 5.08 1.08 210 NA NA NA NA 23.5 NA 161 NA NA NA NA NA Cadmium,Total N/A N/A 0.0132 0.00408 0.0128 NA NA NA NA 0.00553 NA 0.0141 NA NA NA NA NA Copper,Total N/A N/A 5.16 2.21 1.68 NA NA NA NA 0.665 NA 0.302 NA NA NA NA NA Lead,Total N/A N/A 3.64 2.17 6.12 NA NA NA NA 1.2 NA 2.09 NA NA NA NA NA ' Mercury,Total N/A N/A 5.3E-05 U 5 4E-05 U 0.00025 U NA NA NA NA 8.1E-05 U NA 0.00023 U NA NA NA NA NA Nickel,Total N/A N/A 0.191 0.23 0.294 NA NA NA NA 0.0638 NA 0.0822 NA NA NA NA NA Silver,Total N/A N/A 0.00049 U 0.00051 U 0.00234 U NA NA - NA NA 0.00075 U NA 0.00216 U NA NA NA NA NA Zinc,Total N/A N/A 5.12 . 2.35 8,39 NA NA NA NA 2.41 NA 4.17NA NA NA NA NA SEM/AVS Ratio N/A N/A 2.78 6,47 0.079 NA NA NA NA 0.185 NA 0.054 U NA NA NA NA NA Cyanide (mg/kg) Cyanide NS NS 0.62 0.62 9.4 9.6 0.52 U NA 6.5 NA NA NA NA NA NA NA NA Total Organic Carbon (%) Total Organic Carbon(Rep]) N/A N/A 2.33 NA 5.42 NA NA NA NA 2.06 2.16 2.74 NA NA NA NA NA Total Organic Carbon(Rept) N/A N/A 1.43 NA - 5.34 NA NA NA' NA 1.59 2.46 1.95 NA NA �NA NA NA Ignitability lgnitabiliry N/A N/A NA NA NA NA NI NA NI NA NA NA NA NA NA I NA NA Oxidation/Reduction Potential (mV) Oxidation/Reduction Potential N/A N/A 72 NA 73 NA 100 93 7.0 8.0 NA 85 NA -44 -71 64 NA PH ' (S.u.) pH N/A N/A 7.6 NA 8.2 NA 7.2 6.8 7.1 7.8 NA 8.6 8.8 7.8 75 7.6 NA Reactivity (mg/kg) Reactive Cyanide N/A N/A NA NA NA NA 3.9 U NA 3.9 U NA NA NA NA NA NA NA NA Reactive Sulfide N/A N/A NA NA NA NA 20 U NA 53 NA NA NA NA NA NA NA NA ' Notes: mg/kg-milligrams per kilogram(dry weight)or pans per million(ppm). Sillivolt. QL-micrograms per liter. mV-m u.-Standard unit. umoles/gm-Micromoles per gram. NA-Sample not analyzed for the listed analyte. N/A-Not applicable. NI-Not ignitable. _ NS-No MasaDEP standards cart for this analyte. - U-Compound was not deuced at specified quantitation limit Values in Bold indicate the compound was detected. VOCs-Volatile Organic Compounds. S VOCs-Semivolatile Organic Compounds. PCBs-Polychlorinated Biphenyls. TCLP-Toxmrty Characteristic Leaching Procedure. AVS-Acid Volatile Sulfide SEM-Seoul,...ly Extracted Metals PECs-Probable Effect Comiummor,,cutsionaw-boed stabemm quality guidelines(M..D...Ideta1.2000). TECs-Threshold Effect Concentration,MADEP Freshmen Sediment Screening Criteria(July 2005). • -EPA SW-B46 Chapter 7,Table 7-1,Maximum Concentration of Cona mirwus for Toxicity Characteristic. 177593 Parking Park Sal.MA Page;of 12 ' Table 2:Summary of Analytical Results for Sediment Surface Samples—April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte Sample ID: SED-118 SED-119 SED-120 SED-121 SED-122 SED-123 ' Sample Depth(in.): 0-3 0-3 8-12 0-3 0-3 8-12 8-12 0-3 8-120-3 0-3 8-12 0-3 8-12 0-3 8-12 Sample Date: 10/25/2010 10252010 10/25/2010 10252010 1025/2010 10252010 10252010 1027/2010 1027/2010 10272010 10/272010 1027/2010 10272010 1027/2010 10272010 1027/2010 PECS TECs Field Dup Field Dup Field Dup Field Dup VOCs ' (mg/kg) Acetone NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Amyl Methyl Ether(TAME) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Benzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Bromochloromethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromodichloromethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromoform NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bromomethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2-Butanone(MEK) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA n-Butylbew.me NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA .NA NA sec-Butylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA lert-Butylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA tert-Butyl Ethyl Ether(TBEE) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Disulfide NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Carbon Tetrachloride NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Chlorodibromomethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chlorcethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloroform NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chloromethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorotoluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chlorotoluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dibromo-3chloropropane(DBCP) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dlbromaethane(EDB) NS NS NA NA NA NA NA NA NA NA NA NA - NA NA NA NA NA NA Dibromomethane NS NS NA NA - NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Dichlorodifluoromethane(Freon 12) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I,1-Dichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA l,l-Dichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' cis-1,2-Dichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA trans-1,2-Dichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3-Dichtoropropane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,2-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA cis-1,3-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 trans-1,3-Dichloropropene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethyl Ether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diisopropyl Ether(DIPE) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dioxane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Ethylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachlorobutadiene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Hexanone(MBK) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Isopropylbenzene(Cumene) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' p-Isopropylioluene(p-Cymene) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Methyl ten-Butyl Ether(MTBE) NS NS NA NA NA NA NA NA NA NA NA NA , NA NA NA NA NA NA Methylene Chloride NS NS NA NA NA NA NA NA NA. NA NA NA NA NA NA NA NA NA 4-Methyl-2-pentanone(MIBK) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 0.561 0.18 NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA n-Pro Nbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 177583 Furlong Park_Salem MA Pagc 9.f 12 Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 . Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte Sample ID: SED-118 SED-119 SED-120 SED-121 SED-122 SED-123 ' Sample Depth(in.): 0-3 0-3 8-12 0-3 0-3 - 8-12 8-12 0-3 8-12 0-30-3 8-12 0-3 8-12 0-3 8-12 Sample Date: 1025/2010 10/252010 1025/2010 10/252010 10/25/2010 10/25/2010 10/25/2010 10/27/2010 10/27/2010 1027!2010 10/272010 10/272010 10272010 10/27/2010 10/272010 10/27/2010 PECs TECs Field Dup Field Dup Field Dup I I Field Dup Styrene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,1,2-Tetrachloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,12,2-Tetrachloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Tetrachloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Tetrahydrofuran NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Toluene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,3-Trichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,44-Trichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,1,1-Trichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1.1,2-Trichloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Trichloroethylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Trichlorofluoromethane(Freon ll) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2,3-Trichloropropane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12,4-Trimethylbenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 1,3,5-Trimethylbenzene NS NS NA NA NA NA _ NA NA NA NA NA NA NA NA NA NA NA NA Vinyl Chloride NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA m+p Xylene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA o-Xylene NS NS I NA I NA I NA I NA NA I NA NA I NA NA NA NA NA NA NA NA NA SVOCs (-g/kg) Acenaphthene NS NS 5.7 U 0.61 U 1 1.3 0.60 U NA 057 3.1 0.36 0.28 U 0.41 U NA 0.34 U 0.10 U 0.21 U 0.19 U 0.20 U ' Acenaphthylene NS NS 5.7 U 0.61 U i 1.3 U 0.60 U NA 0.49 0.59 0.23 U 0.28 U 0.41 U NA 0.34 U 0.10 U 0.21 U 0.19 U 020 U Acetophenone NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aniline NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Anthracene 0.845 0.057 1 0.66 4.0 I NA 1.8 3.5 0.83 I 0.19 U0.33 Benzo(a)anthracene 1.05 0.11 5.7 U NA 5.0 I NA 1.4 0.61 I 0.41 Benzo(a)pyrene 145 0.15 7.1 2.6 ' NA I NA 0.63 I . 1.1 Benzo(b)fluoramhene NS NS 5.7 U 3.8 14 3.4 NA 6.3 11 3.1 Z.5 1.7 NA 1.5 0.69 1.10.74 1.4 Benzo(g,h,i)perylene NS NS 5.7 U 2.1 6.8 1.8 NA 2.6 5.0 1.5 1.4 0.96 NA 0.98 0.48 0.74 0.51 0.85 ' Bcnzo(k)fluoranthene NS NS 5.7 U 1.5 5.1 1.4 NA 2.4 3.9 1.2 1.0 0.65 NA 0.87 0.50 0.76 0.30 0.60 Bis(2-chlorcethoxy)methanc NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroethyl)ether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Bis(2-chloroisopropyl)ether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Bis(2-Ethylhexyl)phthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Bromophenylphenylether NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Butylbenzylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Chloroandine NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2-Chloronaphthalene - NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2-Chlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Chrysene 129 0.17 5.7 U I NA I NA 1.10 I I . Dibenz(a,h)anthracenc NS 0.033 5.7 U I I NA 0.80 1.4 I I I NA I I 1 0.36 ' Dibenzofuran NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,3-Dichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,4-Dichlorobenzene NS NS - NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 3,3-Dichlorobenzidine - NS NS NA NA NA - NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dichlorophenol NS - NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Diethylphthalate NS NS NA NA NA NA NA NA NA , NA NA NA NA NA NA NA NA NA 2,4-Dimethylphenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Dimethylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Di-n-butylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dinitrophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4-Dinitrololuene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA.. NA11 r 2,6-Diniuotoluene NS I 'NS I NA I NA f NA I NA NA I NA I NA I NA I NA NA NA NA NA NA NA NA I7/583_Furlong Park_Salem MA Page 10 of 12 Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte Sample ID: SED-118 SED-119 SED-120 SED-121 SED-122 SED-123 Sample Depth(in.)- 0-3 0-3 8-12 0-3 0-3 8-12 8-12 0-3 8-12 0-3. 0-3 8-12 0-3 8-12 0-3 8-12 Sample Date: 1025/2010 10/252010 10252010 1025/2010 10/25/2010 10252010 1025/2010 1027/2010 10/27/2010 10/272010 10!27/2010 1027/2010 1027/2010 10/272010 10272010 1027/2010 PECs TECs Field Dup Field Dup Field Dup Field Cup Di-n-ocrylphthalate NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1,2-Dipheny1hydrazine(as Awbenzene) NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA ' NA NA NA Fluoranthene 2.23 0.42 NA I I NA I I I Fluorene 0.536 0.077 5.7 U 0.61 U 0.60 U NA I I 0.41 U NA 0.34 U 0.10 U 0.21 U 0.19 U 0.20 U Hexachlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA • Hexachlorobuladiene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Hexachloroethane NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Indeno(1,2,3-cd)pyrene NS NS 6.6 2.2 7.2 1.9 NA 3.0 5.2 1.8 1.6 1.1 NA IA 0.46 0.75 0.62 1.0 Isophorone NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2-Methylnaphthalene NS NS 5.7 U 0.61 U 1.3 U 0.60 U NA 0.35 U 1.3 0.23 U 0.29 0AI U NA 0.34 U 0.10 U 0.21 U 0.19 U 0.20 U 2-Methylphenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3/4-Methylphenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene 0.561 0.18 5.7 U 0.61 U 1.3 U 0.60 U NA I I I 1 0.41 U NA 0.10 U 021 U 0.19 U 0.20 U ' Nitrobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA _ 2-Nitrophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4-Nitrophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Pentachlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene 1.17 0.27NA NA r I I NA •I 1 1 1 Phenol NS NS NA NA =NA NA NA NA NA NA NA NA NA NA NA NA NA Pyrene 1.52 0.2 I NA NA I 1,2,4-Trichlorobenzene NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' 2,4,5-Trichlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2,4,6-Trichlorophenol NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA PCBs (mg/kg) Aroclor-1016 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Aroclor-1221 NS NS NA NA NA NA NA NA NA NA NA NA NA NA- NA NA NA NA Aroclor-1232 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1242 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1248 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Aroclor-1254 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1260 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1262 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Aroclor-1268 NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Metals,total mg/kg) Antimony NS NS 62 U NA 140 5.3 U 62 U 5.6 U NA 4.0 U 4.5 U Z2 U NA 6.4 U 3.9 U 34 U 3.6 U 4.1 U Arsenic 33 33 15 NA 7.1 9.0 10 5.6 U NA 8.4 4.5 U 7.2 U NA 6.4 U 4.7 34 U 3.6 U 4.1 U Barium NS NS 320 NA 630 140 140 340 NA 71 150 170 NA 290 68 73 57 130 Beryllium NS NS 0.62 U NA 0.59 U 0.53 U 0.62 U 0.56 U NA 040 U 0.45 U 0.72 U NA 0.64 U 0.39 U 0.34 U 0.36 U 0.41 U Cadmium 4.98 5 1.9 NA 2.2 2.3 NA 1.4 2.6 NA 43 0.77 1.2 0.84 2.8 Chromium 111 110 I I NA 1 11 I I NA I I NA Chromium(VI) NS NS NA NA 0.75 U NA NA NA NA NA NA NA NA 2.1 U NA NA NA NA Lead 128 130 '1 NA I •I •I I NA I I I NA I ISO 190 130 1 Mercury 106 0.18 NA NA I NA I 0.81 1 Nickel 48.6 49 26 NA 34 20 31 33 NA 15 20 25 NA 31 29 20 15 I.T. Selenium NS NS 12 U NA 12 U II U 12 U 11 U NA 8.1 U 9.0 U 14 U NA 13 U 7.8 U 6.8 U 7.3 U 8.2 U Silver NS NS 1.2 U NA 1.2 U 1.1 U 12 U 1.1 U NA 0.81 U 0.90 U 1.4 U NA 1.3 U 0.78 U 0.80 0.73 U 0.82 U Thallium NS NS 6.2 U NA 5.9 U 5.3 U 6.2 U 5.6 U NA 4.0 U 4.5 U 7.2 U NA 6.4 U 3.9 U 34 U 3.6 U 4.1 U Vanadium NS NS 58 NA 82 49 50 85 NA 33 45 64 NA 79 36 43 36 65 Zinc 1 459 1 460 410 NA I 280 290 1 NA 170 310 370 NA 1 180 200 160 290 Metals,TCLP (ug/L) Chromium N/A 5,000• NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA LeadN/A . 5,000' NA NA NA NA NA NA - NA NA NA NA NA NA NA NA NA NA _ 177583udmi,Park Salem MA w ' Page 1 I of 12 Table 2:Summary of Analytical Results for Sediment Surface Samples-April(AEG)and October(TRC)2010 III Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte Sample ID_ SED-118 SED-119 SED-120 SED-121 - SED-122 SED-123 Sample Depth(in.) 0-30-3 8-12 0-3 0-3 8-12 8-12 0-3 8-12 0-3 0-3 8-)2 0-3 8-12 0-3 8-12 Sample Date: 10252010 10252010 10252010 10/252010 10/252010 1025/2010 10252010 10272010 10272010 10/272010 10/272010 10/272010 10272010 10/27/2010 1027/2010 1027/2010 PECs TECs Field Dup Field Dup Field Dup Field Dup AVS/SEM (umoles/gm) Sulfide,Acid Volatile N/A N/A 39.6 NA 913 2.25 NA 118 NA 10.1 St.) 23 NA 52.4 2.72 46.1 6.21 23.1 Cadmium,Total N/A N/A 0.0111 NA 0.136 0.012 NA 0.116 NA 0.0066 U 0.101 0.0202 NA 0.0296 0.00522 0.00814 0.00557 0.00818 Copper,Total N/A N/A 1.27 NA 0.0549 0.77 NA 0.0631 NA 0.406 0.214 1.074 NA 0.091 0.511 0.4 0.378 0.395 Lead,Total N/A N/A 2.05 NA 4.53 1.1 NA 3.56 NA 0.552 2.52 1.68 NA 2.1 0.561 0.843 0.524 0.742 ' Mercury,Total N/A N/A 0.00019 U NA 0.0003 U 7-8E-05 U NA 0.00035 U NA 7AE-OS U 0.0003 U 0.0001 U NA 0.00036 U 8.2E-05 U 0.0017 U 0.0001 U 0.00008 U Nickel,Total N/A N/A 0.112 NA 0.117 0.0616 NA 0.121 U NA 0.0514 0-103 U 0.0942 NA 0.125 U 0.0647 0.0751 0.04 0.0519 Silver,Total N/A N/A 0.00181 U NA 0.00281 U 0-00073 U NA 0.00329 U - NA 0.00069 U 0.00281 U 0.00093 U NA 0.00339 U 0.00077 U 0.00158 U 0.00093 U 0.00075 U Zinc,Total N/A N/A 43 NA 9.9 2.6 NA 10.3 NA 1.59 6.47 4.38 NA 7.72 1.65 2.11 1.5 1.69 ' SEM/AVS Ratio N/A N/A 0.195 NA 0.161 2.02 NA 0.119 NA 0.257 0.182 0.316 NA 0.19 1.03 0.075 0.394 0.125 Cyanide (mg/kg) Cyanide NS NS NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ' Total Organic Carbon (%) Total Organic Carbon(Rep l) N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA y NA NA NA NA Total Organic Carbon(Rept) N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA -NA NA Ignitability ' Ignilability N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Oxidation/Reduction Potential (mV) OxidatioldReduction Potential N/A N/A -120 NA -61 -20 NA 23 NA -82 58 -71 -67 92 -34 33 66 32 pH (s.u.) pH N/A N/A 7.6 NA 7.9 7.2 NA 7.5 NA 7.2 7.9 7.4 NA 7.3 7.6 8.4 7.8 7.4 r eactivityg/kg) Reactive Cyanide N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA :NA Reactive Sulfide N/A N/A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Nores: mykg-milligrams per kilogram(dry weight)or parts per million(ppm). a,/L-micrograms per titer. mV-millivolt, s u.-Standard umt. mnolestgn-Micromoles per gram. NA-Sample ma..],ad for the listed analyte- N/A-Not applicable. NI-Na ngnhnble. NS-No MessDEP standards mist for this analyte. ' U-Compound was net detected at specified coronation limit. Values in Bold indicate the compound was detected. Values shown in Bold and shaded o.pe aseced one or..,u.f the linid criteria. VOCs-Volatile Organic Compounds. SVOC,i-Semlvolatile Organic Compounds. e PCBs-Polychlorinated Biphenyls. TCLP-Tonnaty Clurmocostic Leaching Procedure. AVS-Aad Volatile Sulfide ' SEM-Simultaneously Entrected Metals PECs-Probable Effect Concentration,consensus-based sedismnt quality guidelines(MacDonald et al.2000). TECs-Threshold Effect Concentration,MADEP Freshmen(Sedimem Screening Criteria(July 2005). •-EPA SW-846 Chapter 7,Table 7-1,Ma<imum Concentration of Contaminants for Toxicity Characteristic. 1775831'arlong Park Salem MA Page 12 of 12 ' Table 3:Summary of Analytical Results for Groundwater Samples--April and May 2010(AEG) Furlong Park,20 Franklin Street Salem,Massachusetts ' Analysis Analyte B-131/MW-1 B-132/MW-2 B-133/MW-3 B-134/MW4 4/23/2010 5/3/2010 4/23/2010 5/3/2010 4/23/2010 4/232010 ' VOCs (ug/L) Vinyl Chloride 1.0 U NA 1.0 U NA LO U LO U Bromomethane 10 U NA 1.0 U NA LO U LO U Chloroethane 1.0 U NA 1.0 U NA 1.0 U 1.0 U ' Acetone 50 U NA 5.0 U NA 5.0 U 5.0 U 1,1-Dichloroethene 1.0 U NA 1.0 U NA 10 U 10 U Carbon Disulfide 1.0 U NA 1.0 U NA 1.o U 1.0 U Methylene Chloride 1.0 U NA 1.0 U NA 1.0 U L0 U ' tert-Butyl methyl ether 1.0 U NA 1.o U NA 1.0 U Lo U trans-1,2 Dichloroethene 1.0 U NA 1.0 U NA 1.0 U LO U I,1-Dichloroethane 1.0 U NA 1.0 U NA 1.0 U 1.0 U ' 2-Butanone 5.0 U NA 5.0 U NA 5.0 U 5.0 U 2,2-Dichloropropane 1.0 U NA 1.o U NA 1.0 U LO U cis-1,2 Dichloroethene Lo U NA 1 0 U NA 1.0 U Lo U Chloroform 1.0 U NA 1.0 U NA Lo U 1.0 U Bromochloromelhane 1.0 U NA LO U NA 1.0 U Lo U I,1,1-Trichloroethane 1.0 U NA 1 0 U NA LO U 1.0 U I,I-Dichloropropene LO U NA 1.0 U NA Lo U 1.0 U Carbon Tetrachloride 1.0 U NA I O U NA 1.0 U 1.0 U ' Benzene 1.0 U NA 10 U NA 1.0 U 1.0 U 1,2-Dichloroethane 1.0 U NA 1.0 U NA 10 U 1.0 U Trichloroethene L0 U NA 1.0 U NA l.0 U L0 U I,2-Dichloropropane 1.0 U NA 1.0 U NA LO U 1.0 U ' Bromodichloromethane 1.0 U NA 1.0 U NA 1.0 U 10 U Dibromomethane 1.0 U NA 1.0 U NA 1.0 U 10 U 4-Methyl-2-pentanone 5.0 U NA 50 U NA 5.0 U 5.0 U Ethylene Dibromide 1.0 U NA 1.0 U NA 1.0 U Lo U cis-1,3-Dichloropropene 1.0 U NA 1.0 -U NA 1.0 U 1.0 U Toluene 1.0 U NA 1.0 U NA 10 U 10 U Trans-I3-Dichloropropene 1.0 U NA 1.0 U NA 1.0 U 1.0 U 1,1.2-Tri chloroe(hane LO U NA 1.0 U NA 1.0 U to U 2-Hexanone 5.0 U NA 5.0 U NA 5.0 U 50 U Tetrachloroethene LO U NA 1.0 U NA 1.o U LO U Chlorodibromomethane 1.0 U NA IA U NA 1.0 U 1.0 U Chlorobenzene 1.0 U NA 1.0 U NA 1.0 U 1.0 U 1,1,1,2-Tetrachloroethane 1.0 U NA 1.0 U NA 1.0 U - 1.0 U Ethylbenzene 1.0 U NA 1.0 U NA LO U 1.0 U m&p-Xylene 2.0 U NA 2.0 U NA 2.0 U 2.0 U o-Xylene I.0 U NA 1.o U NA Lo U 1.0 U ' Styrene LO U NA 1.0 U NA 1.0 U LO U Bromoform 1.0 U NA 1.0 U NA 1.0 U -1.0 U Isopropylbenzene 1.0 U NA 1.0 U NA 10 U 1.0 U 1,1 2,2-Tetrachloroethane 1.0 U NA 1.0 U NA 1.0 U 1.0 U 1 Bromobenzene 1.0 U NA 1.0 U NA 1.0 U 10 U 1,2,3-Trichloropropane 1.0 U NA 1.0 U NA 10 U 1.0 U 2-Chlorotoluene 1.0 U NA 1.0 U NA 1.0 U LO U n-Propyllnatzene LO U NA 1.0 U NA 1.0 U 1.0 U 1,3,5-Trimethylbenzene 1.0 U NA LO U NA 1.0 U 1.0 U 4-Chlorotoluene to U NA 10 U NA 1.0 U 1.0 U tert-Butylbenzene l0 U NA 1.0 U NA 1.0 U 1.0 U 1,2,4-Trimethylbenzene 1.0 U NA 1.0 U NA 1.0 U L0 U ' sec-Butylbenzene 1.0 U NA 1.0 U NA 1.0 U 1.0 U p-Isopropyloduene 1.0 U NA 1.0 U NA LO U 1.0 U Chloromethane 1.0 U NA 1.0 U NA 1.0 U 1.0 U 177593 Furlong Park Salem MA - Page 1 oft ' Table 3:Summary of Analytical Results for Groundwater Samples-April and May 2010(AEG) Furlong Park,20 Franklin Street Salem,Massachusetts ' natysis Analyte B-131/MW-1 B-132/MW-2 B-133/MW-3 B-134/MW-4 4/23/2010 5/3/2010 4/23/2010 5/3/2010 4/23/2010 4/23/2010 ' he"butyl alcohol to U NA I.0 U NA I.0 U 10 U 1,3-Dichlorobenzene 1.0 U NA 10 U NA 10 U LO U Tetrahydrofuran 1.0 U NA L0 U NA 1.0. U 1.0 U 1,4-Dichlorobenzene 1.0 U NA 1.0 U NA -1.0 U 10 U ' - Diethyl Ether 1.0 U NA 1.0 U NA 1.0 U L0 U n-Butylbenzene LO U NA 1.0 U NA 1.0 U 10 U 1.2-Dichlorobenzene 10 U NA 1.0 U NA 1.0 U t.0 U 1,2-Dibromo-3-chloropropanc 1.0 U NA 1.0 U NA 1.0 U LO U ' 1,2,4-Trichlorobenzene 1.0 U NA 1.0 U NA 1.0 U 1.0 U Hexachlombutadiene 1.0 U NA 1.0 U NA 1.0 U 1.0 U Naphthalene 1.0 U NA 1.0 U NA 1.0 U 1.0 U 1,2,3-Trichlorobenzene 1.0 U NA 1.0 U NA LO U LO U ' EPH (ug/L) Naphthalene 1.0 U NA L0 U NA 1.0 U 1.0 U 2-Methylnaphthalene I.0 U NA 1.0 U NA 1.0 U 1.0 U ' - Phenanthrene 1.0 U NA LO U NA 1.0 U 1.0 U Acenaphthylene 1.0 U NA 1.0 U NA 1.0 U 1.0 U Acenaphthene 5.0 U NA 5.0 U NA 5.0 U 5.0 U Fluorene 5.0 U NA 5.0 U NA 5.0 U 5.0 U ' Anthracene 5.0 U NA 5.0 U NA 5.0 U 5.0 U Fluoranthene 5.0 U NA 5.0 U NA 5.0 U 5.0 U Pyrene 5.0 U NA 5.0 U NA 5.0 U 5.0 U Benzo(a)anthracene '1.0 U NA LO U NA 1.0 U 1.0 U ' Chrysene 2.0 U NA 2.0 U NA ZO U 2.0 U Benzo(b)flumanthene 1.0 U NA 1.0 U NA LO U 1.0 U Benzo(k)fluoranthene 1.0 U NA 1.0 U NA 1.0 U 1.0 U Benzo(a)pyrene 0.20 U NA 0.20 U NA 0.20 U 0.20 U Indeno(1,2,3-cd)pyrene 0.50 U NA . 0.50 U NA 0.50 U 0.50 U Dibenzo(a,h)anthracene 0.50 U NA 0.50 U NA 0.50 U - 0.50 U Berrzo(gh,i)perylene 5.0 U NA 5.0 U NA 5.0 U 5.0 U C9-CI8 Aliphatics 200 U NA 200 U NA 200 U 200 U ' C19-C36 Aliphatics 200 U NA 200 U NA 200 U 200 U .Cl I-C22 Aromatics 150 U NA 150 U NA 150 U 150 U Metals,dissolved (ug/L) Arsenic NA 10.0 U NA 10.0 U 10.0 U 10.0 U ' Barium NA 312 NA 2,070 180 732 Cadmium NA 50 U NA 5.0 U 5.0 U . 5.0 U Chromium NA 5.0 U NA 6.0 5.0 U 50 U Lead NA 5.0 U NA 7.0 5.0. U 5.0 U ' Mercury _ NA 0.20 U NA 0.20 U 0.20 U 0.20 U Selenium NA 20.0 NA 70.0 20.0 20.0 Silver NA 50 U NA 5.0 U 50 U 5.0 U Cyanide ' (ug/L) C snide 10.0 U NA 10.0 U NA 10.0 U 10-0 U Notes: ug/L-micrograms per lite, - ' NS-No MessDEP standards .in for this analyte. U-Compound was not detected at specified yuanhtauon total. Values in Bold indicate the compound was detected_ VOCs-Volatile Organic Compounds. ; EPH-Extractable Petroleum Hydrocarbons_ 177583_Fie long Park Salem A4A Page 2 oft ' Table 4: Summary of Analytical Results for Storm Water Outfall Surface Water Samples-October 2010 Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte SamplelD: MSO-SW-1 SSO-SW-1 ' Mid Storm Sample Location: Water Outfall South Storm Water Outfall Sam le Date: 10/27/2010 10/27/2010 10/27/2010 ' Criteria' Field Dup PAHs (ug/L) Acenaphthene NS 5.0 U 5.0 U 5.0 U Acenaphthylene NS 5.0 U 5.0 U 5.0 U Anthracene NS 5.0 U 5.0 U 5.0 U Benzo(a)anthracene NS 5.0 U 5.0 U 5.0 U Benzo(a)pyrene NS 5.0 U 5.0 U 5.0 U Benzo(b)tluoranthene NS 5.0 U 5.0- U 5.0 U Benzo(g,1J)perylene NS 5.0 U 5.0 U 5.0 U Benzo(k)Fluoranthene NS 5.0 U 5.0 U 5.0 U Chrysene NS 5.0 U 5.0 U 5.0 U Dibenz(a,h)anthracene NS 5.0 U 5.0 U 5.0 U Fluoranthene NS 5.0 U 5.0 U 5.0 U Fluorene NS 5.0 U 5.0 U 5.0 U Indeno(1,2,3-ed)pyrene NS 5.0 U 5.0 U 5.0 U 2-Methylnaphthalene NS 5.0 U 5.0 U 5.0 U Naphthalene NS _5.0 U 5.0 U 5.0 U Phenanthrene NS 5.0 U 5.0 U 5.0.. U Pyrene -NS 5.0 U 5.0 U 5.0 U Metals, total (ug/L) Antimony - NS 5.0 U 1.1 5.0 U Arsenic 36 20 22 Barium NS 62 120 120 Beryllium NS 2.0 U 0.40 U 0.40 U Cadmium 8.8 2.5 U 2.5 U 2.5 U Chromium 50t" 2.6 2.5 2.9 Lead 8.1 10 U - , Mercury 0.94 0.10 U 0.10 U 0.10 U Nickel 82 7.2 8.1 Selenium 71 1 36 41 Silver NS - 2.5 U 0.50 U 2.5 U ' Thallium NS 2.0 U 1.0 U 1.0 U Vanadium NS 5.0 U 5.0 U 5.0 U Zinc 81 21 51 55 ' Notes: ug/L-micrograms per liter. ' NS-No criteria exist for this analyte. U-Compound was not detected at specified quanutauon limit. Values in Bold indicate the compound was detected !Values shown in ld and shaded type exceed the listed criteria. PAHs-Polynuclear 1Aromatic Hydrocarbons. (a)-Criteria for Chromium(VI)used. --NRWQC-EPA National Recommended Water Quality Criteria,Saltwater CCC,2009. 177583-Furlong Park_Salem-MA Page 1 of 1 ' Table S:Summary of Analytical Results for Storm Water Outfall Sediment Samples—October 2010 Furlong Park,20 Franklin Street Salem,Massachusetts ' Analysis Analyte Sample ID: MSO-SED-I NSO-SED-1 SSO-SED-I North Storm Sample Location: Mid Storm Water Outfall Water Outfall South Storm Water Outfall Sample Date: 10/27/2010 10/27/2010 10/27/2010 10/27/2010 1027/2010 ' Criteria- - Field Dup - Field Dup VOCs (mg/kg) Acetone NS NA NA NA 0082 U NA ten-Amyl Methyl Ether(TAME) NS NA NA NA 0.00082 U NA Benzene NS NA NA NA 00016 U NA Bromobenzene NS- NA NA NA 00016 U NA Bromochloromethane NS NA NA NA 0.0016 U NA Bromodichloromethane NS NA NA NA 0.0016 U NA Brorroform NS NA NA NA 00016 U NA ' Brmnomethane NS NA NA NA 00082 U NA 2-Butanone(MEK) NS NA NA NA 0.033 U NA n-Butylbenzene NS NA NA NA 0.0016 U NA sec-Butylbenzene NS NA NA NA 0.0016 U NA ' teI-Butylbenzene NS NA NA NA 00016 U NA ten-Butyl Ethyl Ether(TREE) NS NA NA NA 000082 U NA Carbon Disulfide NS NA NA NA 00049 U NA Carbon Tetrachloride NS NA NA NA 0.0016 U NA ' Chlorobenzene NS NA NA NA 00016 U NA Chlorodibromomethanc NS NA NA NA 000082 U NA Chloroethane NS NA NA NA 00082 U NA - Chloroform NS NA NA .NA 00033 U NA ' Chloromethane NS NA NA NA 00082 U NA 2-Chloratoluene NS NA NA NA 0.0016 U NA 4-Chlorotoluene NS NA NA NA 0.0016 U NA 1,2-Dibromo-3chloropropane(DBCP) NS NA NA NA 00033 U NA 12-Dlbromoethane(EDB) NS NA NA NA 0.00082 U NA ' Dibromomethane NS NA NA NA 0.0016 U NA 1,2-Dichlorobenzene NS NA NA NA 00016 U NA 1,3-Dichlorobenzene NS NA NA NA 00016 U NA 1,4-Dichloroben7ene NS NA NA NA 00016 U NA Dichlorodifluoromethane(Freon 12) NS NA NA NA 0.0082 U NA 1,1-Dichloroethane NS NA NA NA 0.0016 U NA 12-13ichlomethane NS NA NA NA 00016 U NA 1,1-Dichloroethylene NS NA NA NA 0.0033 U NA cis-1,2-Dichloroethylene NS NA NA NA 0.0016 U NA trans-I2-Dichloroethylene NS NA NA NA 00016 U NA 1,2-Dichloropropane NS NA NA NA 0.0016 U NA 13-Dichloropropane NS NA NA NA 0.00082 U NA ' 2,2-Dichloropropane NS NA NA NA 00016 U NA ),I-Dichloropropene NS NA NA NA 00016 U NA cis-1,3-Dichloropropene NS NA NA NA 0.00082 U NA trans-1,3-Dichloropropene NS NA NA NA 0.00082 U NA ' Diethyl Ether NS NA NA NA 0.0082 U NA Diisopropyl Ether(DIPE) NS NA NA NA 0.00082 U NA 1,4-Dioxane NS NA NA NA 0.082 U NA Ethylbenzene NS NA NA NA 0.0016 U NA Hexachlorobutadienc NS NA NA NA 0.0016 U NA - 2-Hexanone(MBK) NS NA NA NA 0.016 U NA Isopropylbenzene(Cumene) NS NA NA NA 0.0016 U NA p-Isopropyltoluene(p-Cymene) NS NA NA NA 00016 U NA Methyl Cert-Butyl Ether(MTBE) NS NA NA NA 00033 U NA ' Methylene Chloride NS NA NA NA 0.0082 U NA 4-Methyl-2-pentanone(M IBK) NS NA NA NA 0.016 U NA Naphthalene 0.16 NA NA NA 0.0035 NA n-Propylbenzene NS NA NA NA 00016 U NA Styrene NS NA NA NA 00016 U NA 1,1,1,2-Tetrachloroethane NS NA NA NA 00016 U NA 1,12,2-Tetrachloroethane NS NA NA NA 0.00082 U NA Tetrachloroeth lene I NS I NA I NA I NA 00016 U NA ' 177583_Furlong Park_Salem MA Page rof2 t ' Table 5:Summary of Analytical Results for Storm Water Outfall Sediment Samples-October 2010 Furlong Park,20 Franklin Street Salem,Massachusetts ' Analysis Analyte SamplelD: MSO-SED-1 NSO-SED-t SSO-SED-1 North Storm Sample Location: Mid Storm Water Outfall Water Cattail South Storm Water Outfall Sample Date: 10/27/2010 10/27/2010 10/27/2010 10/27/2010 10/27/2010 Criteria' Field Dup Field Dup Tetrahydrofuran NS NA NA NA 00082 U NA Toluene NS NA NA NA 0.0016 U NA 123-Trichlorobemmne NS NA NA NA 00033 U NA 1,2,4-Tochlorobenzene NS NA NA NA 00016 U NA I,I,I-Trichloroethane NS NA NA NA 0.0016 U NA 1,1,2-Trichloroethane NS NA NA NA 00016 U NA Trichloroethylene NS NA - NA NA 00016 U NA Trichlorofluoromethane(Freon II) NS NA NA NA 0.0082 U NA 1,2,3-Trichloropropane NS NA NA NA 0.0016 U NA 1,2,4-Trimethylbenzene NS NA NA NA 0.0016 U NA 1,3,5-Trimethylben7ene NS NA NA NA 00016 U NA Vinyl Chloride NS NA NA NA 00082 U NA ' m+p Xylene NS NA NA NA 0.0033 U NA lo-Xylene NS NA NA NA 0.0016 U NA PAHs (mg/kg) Acenaphthene 0016 I 0.20 U 040 U 11 NA Acenaphthylene 0044 0.22 U 020 U 040 U 0.30 NA Anthracene 0.0853 0.82 I I NA Benm(a)anthracene 0.261 1 NA Benzo(a)pyrene 043 NA Benzo(b)Fluoranthene NS 2.2 2.8 23 6.3 NA Benzo(g,h,i)perylene NS 0"97 Lo 1.5 23 NA Berim(k)Buoranthene NS 0.82 0.85 0.92 1.5 NA Chrysene 0.384 NA Dibenz(a.h)anthracene 0.0634 1 I 0.40 U 1 NA ' Flumanlhene 0.6 NA Fluorene 0019 0.65 1 040 U 0.89 NA Indeno(L2,3cd)pyrene NS 1.2 - 1.8 2.5 NA 2-Methylnaphthalene 007 0.22 U 020 U 0.40 U 1 NA ' Naphthalene 0.16 1 0.20 U 040 U 1 NA Phenanthrene 024 1 NA Pyrene 0 665 I NA PAHs,Total 4.022 11 NA Metals,total (mg/kg) Antimony NS- 3.1 U NA 3.7 3.1 U 19 Arsenic 82 3.1 U NA 6.2 3.1 U I Barium NS 93 NA 110 270 760 ' Beryllium NS 031 U NA 0.29 U 0.31 U 0.79 U Cadmium 12 NA 0"72 1.1 Chromium 81 64 NA 42 60 1 Lead - 46.7 1 NA ..I 11 I1 ' Mercury 0.15 0.14 NA I I I Nickel 209 I NA 18 11 Selenium NS 6.2 U NA 5.8 U 6.2 U 16 U Silver 1 0.62 U NA 0.58 U 0.62 U 16 U Thallium NS 3.1 U NA 2.9 U 3.I U 79 U Vanadium NS 31 NA 28 26 81 Zinc 150 111 NA 1 I I Nonce mg/kg-milligrams per dlogram(dry welghQ or parts per million(pproy NA-Sample not analyzed for the listed analyte. NS-No criteria exist for this analyte. U-Compound was not detected at specified quantitation limit. ' Values in Bold indicate We cumpamd was detected. VOCs-Volatile Organic Compounds. IBMs-Polynuclear Aromatic Hydrocarbons. ' NOAA Screening Quick Reference Tables,Manne Sediment,EU 1]]583_Furlong Park_Salem MA Page 2of2 - Table 6: Summary of Analytical Results for Manhole Surface Water Samples--November 2010 Furlong Park,20 Franklin Street ' Salem,Massachusetts Analysis Analyte Sample ID: Mid Manhole North Manhole South Manhole ' - Sample Date: 11/3/2010 11/3/2010 11/3/2010 Criteria* PAHs ' (ug/L) Acenaphthene NS 5.0 U 5.0 U 5.0 U Acenaphthylene NS 5.0 U 5.0 U 5.0 U Anthracene. NS 5.0 U 5.0 U 5.0 U - Benzo(a)anthracene NS 5.0 U 5.0 U 5.0 U ' - Benzo(a)pyrene NS 5.0 U 5.0 U 5.0 U Benzo(b)fluoranthene NS 5.0 U 5.0 U 5.0 U Benzo(g,h,i)perylene NS 5.0 U 5.0 U 5.0 U Benzo(k)fluoranthene NS 5.0 U 5.0 U 5.0 U Chrysene NS 5.0 U 5.0 U 5.0 U Dibenz(a,h)anthracene NS 5.0 U 5.0 U 5.0 U Fluoranthene NS 5.0 U 5.0 U 5.0 U Fluorene NS 5.0 U 5.0 U 5.0 U Indeno(1,2,3-cd)pyrene NS 5.0 U 5.0 U 5.0 U 2-Methylnaphthalene NS 5.0 U 5.0 U 5.0 U Naphthalene NS 5.0 U 5.0 U 5.0 U Phenanthrene NS 5.0 U 5.0 U 5.0 U Pyrene NS 5.0 U 5.0 U 5.0 U Metals (ug/L) Antimony NS 1.0 U 1.0 U 5.0 U Arsenic 36 2.9 2.6 26 Barium - NS 48 39 76 Beryllium NS 0.40 U 0.40 U 2.0 U Cadmium 8.8 0.50 U ,0.50 U 2.5 U Chromium - 50(') 7.9 1.0 U 23 ' Lead - 8.1 1 6.1 5.0 U Mercury 0.94 0.11 0.10 U 0.10 U Nickel 8.2 5.0 U 5.4 ' Selenium - 71 5.0 U 8.6 Silver NS 0.50 U 0.50 U 2.5 U Thallium NS 020 U 020 U 1.0 U Vanadium NS 5.7 5.0 U 5.0 U ' Zinc 81 .I 27 14 Notes: ' ug/L-micrograms per liter, _ U-Compound was not detected at specified quantitation limit. NS-No cnlerm exist for this analyte. - - ' Values in Bold indicate the compound was detected. Values shrom in ld and shaded type exceed the listed criteria. PAHs-Polynuclear1Aromatic Hydrocarbons. Od-Criteria for Chromium IVII used '-NRWQC-EPA National Recommended Water Quality Criteria,Saltwater CCC,2009. 177583 Furlong Park Salem MA Page 1 of 1 1 Table 7:Summary of Analytical Results for Manhole Sediment Samples-November 2010 Furlong Park,20 Franklin Street ' Salem,Massachusetts - South Manhole _ Analysis Analyte Sample ID: Sediment Sample Depth(in.): 0-3 Sample Date: 11/3/2010 Criteria* PAHs (mg/kg) Acenaphthene 0.016 0.19 U Acenaphthylene 0.044 0.19 U Anthracene 0.0853 0.19 U Benzo(a)anthracene 0.261 0.19 U Benzo(a)pyrene 0.43 0.19 U Benzo(b)fluoranthene NS 0.29 Benzo(g,h,i)perylene NS 0.19 U Benzo(k)fluoranthene NS 0.19 U ' Chrysene 0.384 0.21 Dibenz(a,h)anthracene 0.0634 0.19 U Fluoranthene 0.6 0.37 Fluorene 0.019 0.19 U Indeno(1,2,3-cd)pyrene NS 0.19 U 2-Methylnaphthalene 0.07 0.19 U Naphthalene 0.16 0.19 U Phenanthrene - 0.24 0.19 U Pyrene 0.665 0.29 Metals ' (mg/kg) Antimony NS 2.9 U Arsenic 8.2 2.9 U Barium NS 16 Beryllium. NS 0.29 U Cadmium 1.2 0.29 Chromium 81 14 Lead 46.7 t Mercury 0.15 0.018 Nickel 20.9 15 Selenium NS 5.7 U Silver 1 0.57 U ' Thallium NS 2.9 U Vanadium NS 24 Zinc 150 100 ' Notes: ' mg/kg-milligrams per kilogram(dry weight)or parts per million(ppro ' NS-No criteria exist for this analyte. U-Compound was not detected at specified quantitavon limit. Values in Bold indicate the compound was detected. Values shown in Bold and shaded mpe exceed the' Listed PAHs-Polynuclear Aromatic Hydrocarbons. -NOAH Screcr ine Quick Reference"fables,Marine Sediment,GRL. 177583-Furlong Park Salem MA - Page 1 of 1 I 1 1 1 1 N ' d 7 i 1 i 1 1 1 1 1 1 FIGURES 1 1 1 1 1 i 1 1 1 1 L2011-070 RAM Plan 1 7 • - t � , \ 1, _ rte`- _ s ' t / � ' .. 3 .."1� �-•\ \fit �,,.� "�� y y� ` t yyt,,�Q `-�' ) �r'iiF�,� Ax SITE LOCATION `• rt �r /� : ..t / �sz i r��� f / � � t .. � 1 t � -lam`-� ,�f �K'+f.y`� p • j` ` r `l • ••'� 307 .W "Y" am Tetrt11 rf rr ht ¢ / i •'•�7 fU" 5 Wannalanat Mills ' Approximate Site 1 650Saaak SVest Boundary N MASSACHUSETTS TRC 9mell,Msao854 SITE LOCATION MAP ' o o t000 2,000 RFeB1 20 FRANKLIN ST .1 =::4� SITE SALEM, MA e LOCATION rc Bae map:USGS 7.5 Minute T ahic Quadrangle Salem(1983) FIGURE DECEMBER 2010 ' . BEV \ ¢ \ �� � � TCV!U ly ♦�'• r. \ �y r. -m .d-•. y. o :V. : :..1.....O .. APF;y+gj'� clt�cm \NF6j.F`k? t q U` r ... �F SCH �l @��c� mAN / /R� 414 . �• A9,P��/ a. `17 � :9NY'� . .Mid N4S� s Pyr 4\����Fc�. �., O�� .qF�� 4 � f.• � /PF°m ���''' FOR\t P � as Br ��N�i�f�? � �r n• �` / .�� 4 N4�� � % AST \ hs yq Y t'.• _- R �..1...�a io essEY•b� �¢E��� ..� R �.�e� � .� m 1s � � ` RSER`S�E Z�c'0 .. . 1,`�' • •• N ql r ° ye�� HEezNOs$ Nf�L/ °�4NS N VE RF�•OR w D�soNpEr NG PO1N PE4(_MER \ ?•qc 4w m 1._ Pt's?e✓ OVE \\ 500 FEET 8 0.5 MILE RADII FRET gLMER _ _ _ Wannalancit Mills Roads:Limped Access,Multi-Lane,MajdAMinor,Track,TrailCftTRC 650 Suffolk Street Major Ba in,Se,Basin,Pe -4-1® •-- Lowell,MA 01854 ' Major Basin,Sub Basin,Perennial Stream,Intermittent Stream, _ •^— 978-970-5600 Shoreline,Man made Shona,Dam,Aqueduct Wetland,Salt Wetland,Submerged Wetland,Open Water,Reservoir,Tidal Flat/Shoal 1,A1yaw X01=[a: FIGURE 3 Potentially Productive Aquifers:Medium,High Yield 0= t Non-Potential Drinking Water Source Area: Medium,High Yield MASSDEP PRIORITY RESOURCES MAPFURLONG PARK EPA Sole Source Aquifer,FEMA 100 Yr.Floodplain,DEP Solid Waste Facility 20 FRANKLIN STREET Approved Zone II,IWPA,Surface Water Supply ZoneSALEM,MA Protected Open Space,ACEC ® V/. (RTN 3-29262) ' Prionty Habitat 2008,Certified Vernal Pool 2009 jt'(1 b - ©� 0 500 1,000 1,500 Boundaries:County and Town O Public Water Supplies:Ground,Surface,Nan-Community(NTNG,TNC) (h} ®® Source: MasSGIS/EOEA Feet 1 1 ' II a x ,c d a Q ' ' APPENDIX A SITE REDEVELOPMENT PLANS 1 12011-070 RAM Plan x F t :- 1 1. r. t9 .. - • . q , v n w •>! ,_ ria i„ . �, y� .. .- •. 9: e is �'.l" sat .~.*- f a f gr ir83 �� >. � g1 ,..�. 9 �. ! � +ky •moi' - i ,!{' '_-�, q- s,- 3F� „�.[ m� ,� 3 =" - A�• j 7 GeV.. ¢ Jww el f • '� r 4-� J� &s abwF•-a'at". rm. '�• e _ � � '}'4 � ► � i V r 4'F t r �} 4.� -+r �` ! yr .,� r . r •� y--� e9 J. �f L R 4 F z N.'I "w � :- •LF �LJ M-. Y 'l.^T �K y � .Y /r...+ T C • ll l K - aur k - 4 --.*y i i .R-► f //v - , O E l _ � n w ^ ¢I w t N d x E m rn m Wannalancrt M Us Approximate Site BoundaryTRC 650SuttolkSheet Note: Lowell,MA 0,854 Remediation Area Impacted soils and/or materials removed from Site shall be MASSACHUSETTS 978-970-5600 stockpiled on a minimum of 6-mil polyethylene sheeting. The JEPROPOSED RELEASE Truck Cleaning Area stockpile area shall be surrounded on a minimum of three sides Z p ABATEMENT MEASURE PLAN y with haybales, and covered with polyethylene sheeting when d Soil Pile (Temporary) not in use and at the end of each work day. The area will be See Note FURLONG PARK a graded such that stormwater,runoff is diverted away from SITC- 'p'd 20 FRANKLIN ST 6 ,00 zoo soil and/or materials. eel LOCATION SALEM MA NOTE:Overfay basedon Sheet L-3:Furlong Park Aoo ABernate Materials Plan by Cam/R.Johnson Associates,Inc.,dateOAugusf 3,2009. FIGURE 5 MARCH 2011 d Base map:2009 Aerial holo Pame67MASSGIS / 292 .510 2 d "_� x / ' J 0 9.240Y- �� 9.7wC XIJ!� Y_ rt _ D —� _ - __o-�,�s-e>aa,. a2r2,$- III eaeaj;' a„y .—v rS. -v;'sq d P�i• m r - "' /mss' - -. . • .` . >`REMED /-'rIIa'x s :>;- 1z e x v tI -' 1 <;c REMEDIATION d a Iii 9.isq REMEDIATION \+s" fns t 9 o. s¢, DIAT N ' a ' R ro8< AREA 3 - AREw j %3 - s.c AAREA,1T8ax rn IIroX a eseox ro_rax 2�za To.e.ox'� /.;i;� lo.9w. .23u � _.,_/ ,s ` 1 tvn:: 4 TRUCK. 'f¢s.° t _ _ I / / � I o IF e's �g�5 ' CLEANING ,/ G � _� ' ° wYw�•• EI 9`yNy // .sTax _ oT ` 1C 9_0 SIfP'�wT.UUNCH A n...c f' s. 8. . \A III' w 'w AN ' % ?� \s LOX s3cn z� / 4fU,E 4 OX 8560% q / wp,wn.HERB, Z� ' rII. i' Io.s3a ., 9 z' er.l _ NRS I i. �..>°U;.- al"•- zt 091 ( SOIL PILE\ I 9.320% /�'j• 850 V�� 10X �_1D% 9"$' 9*' ~ ��' '-�-� -1.290% I (TEMPORARYe) q 1 �T 1 9.1 s.rSEE NOTE 2 °y / // 9 � �x�-meq ^u.<—_ ' 9.35 . .tt X..a>Ja "Booz uJ.:oax , t �� I yye / _ /I E°BxµE.Wo bn✓' &9 �,�! f01-_'-_'_ � ] .00 000v0000v N s m�ry�iii� S. .;.. sls. L. // t I'D 3 _ ,� II ,�' vex .q.,;F^ ovoo rADRIL essex of vpStw /^�1- 00000 I �1jV� Tmp -� vvv vv vvv ' N Gam`. K S.oYG �� >3 X > x s.(Xi i'- / 'NAY 9AlE$ .1• :1.. 8.N0 T % ea gYd "X REMEDIATION _ j srAABEM > _J vvvvvvDvv m ovv vvvmv t AREA 2 y'9x / �� j —' .II' .'a.:.,- :.• ; =1:,,�= Is A ea x /�!J ' (/ >ov zsox X -sseox e.roD „!! `t�'" near 7860 a." / S 1. MA=ENDSHAT E DY ABUTS x A N.sD _ al>� MAT uw END ncxnr ABUTS TME ADJACENT D4E Br p' mNvmm� vz »9GX `t _ '3 ° ' z BALE991.1LL CA IEE BINCt Axw Wi BA x,PLACE BY STAKES jl.swx �'" 3 �/ u,us Dxsr +yam°A x d xE�uls wavEx mY°ucaI WE sues ME nrssr s.sxE --2 x NAMN N/M° gxgD snW1°V6 w EAd sue 914E EE YICI➢tt1wMD paENttlar WD 4$}{0$$HD�'� Cx ra esl£m fIME INSPECTORS SHALL"DETER 1 -2.IIrn }[j ♦ �..`"I ONLY BE PNACCED ED TXICIP CFYMEEEPANdENT Mo OR BEHE OWN Mzn / PEpuQIffNT WALL BE MADE nr E NEfE4AFr. CED THER Lot S PLACED ON E°ELUdi MSPEL"IIPIS 9fALL BE W D11ClEM AND S*24 r uOGFlED 91pRElp J, IN PAYFNmT T STRUCTINNES 029QX�---�_ F AxCY cE .uox / I �EpE ,Mo CATCH BASIN DETAIL NOT i0 SCALE 1pP�/ FO51 x SIX -f41FR PA9PC AS SPEL61m. o- / APPROXIMATE GRr=P41C SCALE 117.816% 3 / N4vHLLL T'V'i5 -1,NDJt� M6i SJ c°xlmu°us IurDAfEs c .o' so' NOTES: U (sic) STABILIZATION Numu °PAS.,. '`o drsnxD CRowm' m 1,RN PAawC s'mN.E. NUNH`E DIRECEBN DP FLON FURLONG PARK I ORAwIN^ ens-c ON FURLONG PARK snoRUNE SERE BE N EAmNc w 20 FRANKLIN STREET SHEET NO. 2 - GRADING, LAYOUT, AND MATERIALS PLAN' AND xEo Tr�mia ° s�.1 SALEM,MASSACHUSETTS SHEET N0. n - 'bEinlLs" NY CDM of cnldBP.IoOE, MA BoiH DATED MAY 2006 wood vmTs°,-0, PLAN.SHOWING LIMITS 2. IMPACTED SOILS AND/OR MATERIALS REMOVED FROM SITE SHALL BE O.C. Ax I ' TRUCKS SHALL DE CLEANED N nusOF REMEDIATIONWORKSTOCKPILED ON A MINIMUM OF 6-MIL POLYETHYLENE SHEETING. THE STOCK FILE AREA TO PR=VENT DUST AND DIRT AREA SIIF,LL BE SURROUNDED ON A MINIMUM OF 3 SIDES WITH HAYBALS, AND TRACING ON c!7Y STREETS. SEDMIENT FENCE WITH PpBtBAE$ Ys°D°s°u°uoiw su.., -�GURE g COVERED WITH POLYETHYLENE SHEETING WHEN NOT IN USE AND AT THE END OF TRC o,..u. MA 01854 ., EACH WORK onY. THE AREA WILL BE GRADED suGH THAT '>TORMwATERRUNOFF TRUCK CLEANING AREA EROSION CONTROL DETAIL (EDIT N'0-900 6 IS DIVERTED AWAY FROM STOCKPILED SOIL AND/OR MATERIALS. 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',,y. Fty a�'r r >r �1 7•, > B103 ;,. �..... �' �wa�Yl w ��C► " �c.A�'� x v fey-`�';T:, S B-4 '3 �a a•� � : � TP112 ,� TP115 _ a^' T All tii a16. B113 a�....�w S 4 j•'�° ,.. r�� '.r' rY,v w�`{�'`�,F ti» t~ !t,� B104 Remediatio'. �!i4.�otop�!►1 . .:� =S°f� 3.., ;� # -_y B105 Area,2 f`ttd44 �''i. :;� �bC$•�.t"f�i`• fM$.,..r.. b:'.fS�' f1>y}`,4 � .ew.aa `ter y ••�, 'rbpta '7'�i+7�1 11Y{,iZj1 F�+s,, ^TRC mo sa well mills PROPOSED RELEASE a 0 FURLONG PARK ♦4`jn s . sem�_``' ,SQ7q 1•+� -.. ro'�t:.y ., •Z{� '+° f ' !z ,=-+•D"e'!' t C i'16lC+Lr'r,;ai;,�ir.',..�� r I i °v • C • • • • • • • , FRANKLIN ST • • • • SALEWMA I L CLIENT:- - s ' R # 044 gg�,ff, II o ¢g THE CITY OF Pg R x g g E o ; o SALEM 3 �'z`�yt;o N¢Yns: 3A Ea of 3c i 4 SALEM NM 3 S. LANDSCAPE ARCHITECT B : op N „ - zgpp`W W �� o e �: = C R J A nA the 4NKCl y Sn Y EuD ^y x +�GO o P �awto¢`oD N� �J CAROL 0. JOHNSON ASSOCIATES INC Yv 6 $ LaAU,Arcxre[v FmlmuvnWPEA- 8 83{& Y� 5 w z € 2^_ ••y-0I IIS.S— P617 s w MA MI Ip F617816.2W _ RRRot- CONSTRUCTION FENCE K_ \ x xnyn STR ER K[/ STRE T E2 1 R RENPIE AND DISCMO CONCflETE PAO(APPROY. STOC LOCFTION) R GG \ \ a 8 aB_ ♦S, - REMOVE AND Q \ \ k ,a^ t xPILE ExISFY _ F BLEACHERS FOR RELOCALWN ON-SITE REMOVE AND DISCARD ° b \ • •�� f o n • .o F.. r N\,P"';, PLAYERS BEFOG AND f00 / \ r rING5 \ I ) II RENDVE ANp _' 'E; aY£ aiECL DISCARD ISC AN CLP FENCE \ 1 I I ` AND FOOTINGS4 .y i 11 \IT Y __Y-___�___ i 1/61\ °_• ( B REAND OIS[MD CLF £t V' / 1 �J •�° _ F' CLf BACKSTOP ACx AND �. ae iUPRD R ION ]ONE FCD fC0i1NGS R_F n . Q DRAWN BY ED k '- PR cr 2pNE " �F aE n REVIEWED BY:JH E oar =O REVISIONS: ���' ENIXIE 8 RENOVE pH0 _ B'o R PUYERSwBENCN F OS. NDI 0' ' AND FODIINGS L oS E}ISTI X. FE K. PIA�D F SCAR B a C D KPI S TOPSOI p° _ — EUS -SI 1ER'S o —_ y I RP PROJECT: ' FURLONG �Ka PARK A SHEET TITLE: `Rm vk `" SITE PREPARATION FSA A AND DEMOLITION ' § _ PLAN a ' SITE PREPARATION CEMO NOTES: SITE PREPARATION 8 DEMOLITION LEGEND ® REMOVE AND STOCKPILE SOIL OR MULCH I.CONTRACTOR$HALL BE LIMITED TO THREE(3)POINTS OF CONSTRUCTION ACCESS,AS INDICATED. FOR REUSE ON-SITE(SEEPLAN FOR DEPTH) 2.MOBILIZATION AND UIYDOWN AREAS LIMITED TO THREE(3)AS INDICATED. ' 3.STRIP AND STOCKPILE TOPSOIL IN AREAS USED FOR MOBIUZATION AND LAYDOWN.STRIP AND SCALE: REMOVE 8 DISPOSE OF EXISTING TREE AND STOCKPILE FOR REUSE ALL TOPSOIL OUTSIDE TURF PROTECTION AREAS. T.-W0 FULL DEPTH OF STUMP 4.AFTER END OF USE OF MOBILIZATION AND LAYDOWN AREA,FLUFF UP SUBSOILS AND SPREAD LAWN DATE: PIANTING SOIL FOR SEEDING.SEE SPECIFICATION. 3 AUGUST 2009 -�I SILT FENCE-S EE ENGINEER DRAWINGS. S.UMIT OF WORK-CHAIN LINK FENCE ON THE SOUTH:BACK OF CURB ON WEST:LIMIT OF BANK SHEET NUMBER: -' — - - TREE PROTECTION FENCE STABILIZATION ON THE EAST(SEE CIVIL ENGINEERING DOCUMENTS) MOBILIZATION AND LAYDOWN AREA 6.INSTALL CONSTRUCTION FENCE FULL LENGTH OF PUNKUN STREET EXCEPT AT CONSTRUCTION A ACCESS POINTS AND FULL LENGTH OF SOUTHERN EDGE TO PROTECT TREES. I — — CONSTRUCTION FENCE ].PRESERVE AND PROTECT FROM ALL DAMAGE TURF WITH TURF PROTECTION FENCE. ' ------- NRF PROTECTION FENCE ' 4�° g sOIAA DRIVE iM5 kF:I - CLIENT. � S RECL!CVME CO PM10R p q ON RKRX vTRFSIi flqGED E SiC . THEPs SEE CADDN E CITY O•r,:a<F BM%$iSALEMGAMGS, ` iWPB CLF 3Ni SALEM.MA iPASHflECEP1AClE n - 9 TING E } }'y��-T,�'$d BOULDER AIiA ENTRT 51(r e�R£ I 1:y J1 ��A I t \\\ V++ . ' .. � \ � _ �e _\ a\ ..`fir-rte.°-°- 2. 1 iSEE-SPErLIFICAPON may __ 5 Ir '_•-J °�2 o� q.1A 3� 6 ' �Fn 1 � : V � �. e �-I-„3,h BENCX-ON{%ISfINC CONCR��P.Lp£0.5` �rw a D y+ \ '• v ,(j.�d 6 PGrERs LANDSCAPE.ARCHITECT: ONxmsiwG - - �� /� ATTACH1]Xie CON4QETE P _ - "�-1'%- — �w000 POST 9G.N `�/ _ of v \� WINDSCREEN i0 \ 445 MIAP TO p_.. .�FENCETLONC�jRONT p-�Z� �f/ /'` o ' - FULL TINGFN Qe r I O '\ x�, .�.. '�'� .® via.... � _ R�Yt I nfi fi` STA T p-1- _ DF PMK� ��J 4:'--'_ 2 C R A. va E%SING FENCE. R -- �"��= 5 // SEE$PECIFICAPON \ g _ �_ - $HNJE=iREEF TYP p•5 - sLN FORi5G5 / 5 y' / CAROL R I�.. ABOCM, INC rcuE Te �a E".:: 1f, .��,.,9C .. �•,. //��: . �—..,� — e _ES DEN`Nls F•a,am...olrw..,, A I MUTE, p] e i,• °V � _ x�5[REf,T HCCKEYf _ T / � I AMW.NSoni P61720= T ,y •�... '� –vim _ 7 BY -�_.ny emloL nw WIND E6nsv6v6o I "'4'+.,_ A£" $U'A,� ''�'« �yPNM M'p RE�. I C w.2 Ca/ .....w..m ENAII.m.s.m y / /E' lllr 4t y/ Y CONCREft-PpiX O BIi1WINW5 - ' p7CI \ v!, y}� I Cd '/ \ I u' �`__-- �#`I ?J- _�'�R-r1r• I ��y /ac'DxrnEEE. '' \\ rI r � UI �r/NPoTWunEDR.'S � RPnMXOOSTO REIE �I I r" . ♦ Fn"aCI� JC/., C8f5VNREUCCRpPt[OKR.sCU ULL 0N VNCIP NE WOI.TERxmE 1IUUL 0 NF ELD MI% \aNOi TAKEN \ BMBOETBALL ' s \- \a\ - TEN MULTI eE G VRi �/' _� YIF 1 BU.CONS PATCH 1 <{ REIIGBED e5EE01NG F� w ��a " E �u 2 UM X CORRRN SITE —F a o SEE SPE[IFICA]ION r I 3 SEE r0i LOi BiVM OUS ?L 6 p f�LEA,D IAPGEMErvi o CR E p WIITN G� e }�� ` ON.oX15$MEET PAVEMENT 2 MC '.'� _ T�P12 \/ .}. &SEBALL RECD ✓'.. eOLORLIGi / l� _� - I % SEE Eesie:XEnm1tIE z W oflsmgx ?D.z; suvA,cEo GRAxrt „ter' / Run Gs -SIGv vBmL,POCK SGnxc� Ap szb w -� �"" 8 +'-s•AW oEP<x WITH � � �- ��-TDP DF�MI .E _ FORTING SIMIIAP i p I +r✓ CV 'Zf% wT ER0510v'CON i e TURF.SEEDING i' _ 1PI/� pi -1r/ ✓' " 1 �� 1 A_ "i ` 1vvK :::/" y _ / NEw R4µ0/OR 50 L sEEa--- ^ SPEC FlGi Orv'G�--- 4 _eENCN ONe "SEES e �NNIS_FOLE-PLUG 9 �/PA4EMRE�Xi'� A� 0 5 i�,�s_nP- f-- eLac`n-Ew.n q o L EDIRTIOR. r �: ✓�^�. / Cb :. r u��'++� '®' $TEP BOAT IAVN H�ISEE 51 Np�1YP �.'_M N�NG e—'•, IxiERPRE]NE b PAVE EO ON--o-I/� i •za % ' \ "�. _ _-�' �' N``NryR+±+_ ENL EERS DRAWINarS o• \SL�e / \ �- nxc Tvn,_w 6 .% --�sEE cNCINECRs wvncEo cwwlTE_BLxK—e . _ 1 IM os i / saRFWINcs `��' �`SGTHG,--IYP-W ix p STONE'PM ^ DRAWN BY LO YLLVPLED GRANITE 6LOCx /" —_ SEAAyC�]"y b�/ �./ REVIEWED BY:JH /CRUSHED STOxE PMe /' F �`� I =T2 IfEE s ENGINEER ro at --- clF Onre _�- 'i`3. " '�"' DE WASTE Bac ORA ExGINE[R'S "�_�_s ENcy Gn ON � St� REVISIONS: �— D Z rnu ya�L DISPENSER.FOOTING e /i0P OF BM'K SFfAJIIx//�.�DMWINCS/ .� an�p ."�+y, � CONCflfi AYEMENi WELCOME/PIAYGROVND RULES Y %/ wrtIfEROS10H'CANIflOL tlAT� -I/ Y \` SIGN FOR 2-5 M UNIT, -EIEC ANO/ORSOIL.SEE E/.-/ ' ��- ei00i NG SIMILAR SEE SHEET L..-s. �--� 4$SP.ECIFiCtTON sFAi oDttPZTHa����oil `\�✓i�e,� / CRU OSTDNE.PPDBENCH ^ eCLF DATE . O'WIDE ee X• 1 ,/ / / ~i .`i`v- FLUS PRECAST T.P.Z.=TURF PROTECTION ZONECONCRETE CORA / 4 !O // ///7 %//, / / $MTHETC RESILIENT 1 el mANscV10PNB - � III //,/,/ /%/j,/ , �`�/Q//<� v/ //,, SURFNTIrv4 YELLOW.Tree PROJECT: PLANT LIST / _ p CDMPLANL R NR I x @ ABBRORT10M� V] lJ1TRV BOTNIICK NAME COMMON NOME ICULTNMNARIETY SIg :COMMENTS e5' BICYCLE RRCK } //// - //////GrX bH// /�,, BE LAND L 5USTCME ORnmNGS ' N / FURLO G SHAOETREEB --— ._ — �.. PARK ITA1 41 •n Am ayn LIE B" M �; �'� / // /// // // /// �r <i LLUSH PRECAST Ytl Or Or tioEnn �Elmx brit —IACW a. Ji=`tlm .. r/ WN[flETE CURB'e Y IKKIIov z urn P/rnm1N LUWrxR iEln. lvul /Fm•ma . ron Gne D•rK.crlh mmC mnow 1.U tum pRi, .. ///i///// .���/ //i //////// i �/ •.. :ORNMIENTKFLOWERING TREES -� 4 /// ///// //, % % / E%ISTING TREE TO REMNN z GAmBu.WnVMMi to rowan Iwo mM1 M e ` +,x z // , /,/ , ,� F SHEET TITLE: / / / T SALVALEO eOVLDERS..0 �aIN Mnr fbavVw -IOon la Wy . MATERIALS PLAN SHRUBS • ' No ._-_ ,__L_ EI Itllooa=M1 a«umn� IBrr.0 ANeMp• I _ Ile-v_wm acD . .B •rr wml.aro.Ir armrwl.r:n.a.mlur.m _J ����� ; � 'Y. I z Y I a RUSH PRECAST e CONCRETE CURB I 2 1 iRFN51TOX CURB e I I Z'M CLF AND PRECAST SCALE: AROUND CUR DATED-0• J Zr( )p j7 9 AROUXD TOT F BER e DATE RULES$CN FOR 5 3 M � SWINGS ON SET OF ' EP �`\ UNIT, FOOTING sMl BENL7♦� - 1 MULCH U W000 FIBER efi 3AUGUST 2009 D $EE SHEET L-<'/u�u NULCN SURFACING, SEE SPEc1RGTroN. SHEET NUMBER: rrYv CONCRETE PPVE\'M_EN/ie 50ND BOXe SPCE BIBLE BRIDE ONE NG, SEE TOT LOT ENLARGEMENT L-2 ' SCALE:1-=1O'-0' CLIENT: 10 THE CITY OF .$ R� \.� ° —_�,�� _ i I.k -�--__ i i g \���, �� Z SALEM a.. EmY� \\ ` MpµrERtMJE a RENWIui 1Eo I .� ��— �R I �` 1 -PSALEM,MA 13� a 1 _ L BTEBML BLEac ERs_—r --- �De ABDµINT iEPIUiE�t 3ppNCRET[I G�A E.^•' - /'�Ta -�•DLGGLLfR.SFpfl RELOGiED `. , I\ ��.. '�k\�_'_ —wiw ' '� EAF V CAP DS LANE ARCHITECT: l yv l •oJ: SNATF'T EIES'iE ' _ SWNE 1REE\ C R J A Q'o� CAROL 0. JOHNS A4OUATw INC 'l LadwPe FrtNv[u EnMomfnWRwren _ x,"•-Aoo uiEXNAfEz rENwf ��/'/� ( Hm.mn nn oillD ieiieffls6viw / THIS A i CDURI RE1NB LRAip ) 3 xxv.'.nNmr E Mo@[N.wm L 5 5 Bi 'SHk e INSTt-p(F 5Nµ a t' �L �'� LED IF Mpd \ " '/ b ' �> '_ d ANEW PpsiS AxD Ei r > - '\ 'fADP'ALTENNAiE JdfTENNIs IS i.V(E Q a� Y FDDµrEflfULE' BN 'C E�. � R '"'� Y _ xEM CW1N LWK FENCE SHELLER SEEGll RkSMBEItFLL µiE`RNEAlE6 \REOGh AO eDBVTSRNG PICNC TABU &T TE-J: �� ^+I \ E `>V' �"n 4 o �� PIgKBM4p5, 1 TENNIS COURT \�a� II °F q BFFCKEIS R G6LL5. �_u �- / ti s. &� ' 1 urnE LEnouE / r + § •�= / a A 47+.� L nELO BASEBAiL $, \ ­­ZE 4' A MEI/J.PICNIC rABLES, I/ 1 _�?off r \ (1 FD=COMPLMI(SJ.SEE SPED lF\UTIpN� II t I / NDTE CDNCRETE PFVEMEM J / i : 1 �,r - //// >— INCLVDED IN B/SEBN R �� •J LT- S J/`'/ /J o Llrv�zr // `---_— 11 � ��, -�— ����� µTERw.TE ��E rREfj D aVLCH e \ �// // 'ya fLO/WER/NC TREE M1D'MULC 5 p3 - / f AEO.µTERNRiE DRAWN1 mc — SHRUD.M'D PLPNiING-Ai fl¢Gr IAVNCn e�� l _ REVIEWED BY:JH t .��_ "I�� �/'_%'p _t_a�a�_���-�"�L�� �\ '\\�• / �ef REVISIONS: ADDµrERIW� IEe-11�IUOE.e� _TME W10 M LCX ' ::Z_ - _ ADG'µSERKII! ry PROJECT: ADD ALTERNATE PLANT LIST - ARK FURLONG ABBREVIATION UGNTITY BOTANICAL NAME COMMON NOME CUITNYtNM�IETY SIZE � GOMMENTBT ~o � _. -FSMAGE TREES _.. .__ - __ - - — - - LB 3 �Xe_aeitlyie[Ifl Ian elpum DP f II pervlb/Ie 1e OaM EI —+fin I,VY 16nnIJ IF/ I 1—bll BnO WrAaeMb yell hll enl pX011 vase ' OR-NMAM-EN{{T1II RaA-LY FL,OMIrtlIEln RING_-TR-EEB IrMDIWT HRUBS - � _ ADD A L TERNATEST RENNMLS( MATERIALS PLAN PV q q l H IVSM 66 SCALE: 1•=30'-0' DATE: 3 AUGUST 2008 ' SHEET NUMBER: L-3 AWARNING IMPORTANT DRAWING NOTES CLIENT: Maul playlnq.aNaa:,con B.cam: U Y a e M1 qts.u edlmmelome I,am 2'_0^ THE CITY OF . eer,m l he' n po as r m 1 r n.e q e Il q m. r-O^(]DD mm) BGD mm tna'al O /p r 1 Y rely -a-Ing Us, mac.1 la ee added nd atl a r result n b n o elr ,Ym 1 I I IM nM s D -I n' and, IeYe A. .a a abr M U.S.G p d q tl q encllan SALEM Products Sorely Comm solo In zl a e.na" Ite na/o.dull" ' proae.dna pma bemC ma as one ml , l6DD-o2 fx[w� SALEM,MA 3 0 Y n 1 nls an re IM lep al Me e¢Y, RaLCONE/PIAT ROUND �eg pMy epp Norus a. d"na rladnq hit Nil M1 oghts n to the center el IM1a (8U1f5 SIGN TA� I. Not"..' to,STY foecllrcel on 11(one nervlse noted) �Lhesa [%ACT YEARSLOCAIT ONF AGE. F 1292 to neuca 1M zrt TI ee ue injury an• Hema M1eve b.en derela o to 6Y OWNER le planets: Under n as znou d 9.Pa Pe ) playground epu Pmenl bs PMcadnn yrvin el'mmal. nimpmenl an end mud nal - upon nam, u ylalalnt surfaces such as b.mrbd. \ IANDSCAPEARCHITECT: c.mmle...Ph ex or C..,,I.e earth. Overall dimensions or.auipmenl b ouyla. \ s .-N-t--mal en INS Yq so a to bulYda m.o.ur.menle dna ao n 1 � '� yam 1 a r play r.a Include the necessaryadditionm mla ear , vlln I.- " rfac np No r 1 use is ..... d pl.,..ald eRupminl CPAOL R fOHNSON A400R6 INC cQ 0 caul :He c IT Dro' In con)unc0on rOh Coal MNhem Fmnmmmm Nannery Bitore o e In Ma ployyroune pmanl Ma.zcnasory Enellon pM.InOe rte 115&em Seed[ P61>b%15Ca Imm thedotractor. Me lnaoaWion Gwd.hna,(ea apple.). ra PY....NO s must..zun thatallfasteners am _ —u Hq Gvm tnim.d, UR in,bolls an ximmee IIu.N XOTEv - wrm.crP<otn F shar -.lel M. moots any...axonl P�^ Bai. X c1 NEW 6%6 POST C = EXISTING POST ' gllar c mmpact nt of play.11 N viol Mal at Arms,Impact the pfreground eaulpmenr at l— monthly:.... m .Inau.. ='nn pburvea Movo u.oq'. a.aoaaro to edVar coy In- viracce to Pay \ ' perllC..i aXenoloI to m I. accessories If. EPUSLUDE CH91-iF3 and anon Inar thou a d, sots ftEIST C SPIRAL I.concern SLIDE CHUTE ibl]-33-](-iF3(NEW) Play be order. Should c for deb (pfLONG ST FROM pALU72 WLLL Play be no Im r-1c.until nm A., USE ZONE EKISTIHG STRUCTURE) I,T T3 DECK) equipment re s i unLl a A.,., USE oncama an satisfied. _ _ ( �) ' SXIP'SIwNEELS BALUSTER W,LL 16)]-01-TF2-M scxOOL auz 16u-x1-36-TFx(NEW) ^`::: .: :: :: •. WITH SEATS BALUST[R WAIL .... .. "' 1691-Ifi-Bt-iFZ(NEW) ' (66XISDECKTNG)BELOW j::: WITHBANSSTAIRlEaPLA40RY 9 .... .... .... .. {] 1 VRROw PUSi C-CO TED 161]-22-36-LF2(NEWT " 72 1..:: 24" 1 6" lJ' PERFORgTED STEEL)A SAL V STEfl WALL ... .. '...'' ' .''' ..... ..... ..... ..... ........ .... ...... ...... ...... ...... ........ .... \ \ 1 [ 1 L I61e-e04F2 E "" (CHIME PANELEC FROM E . E ;. ��/H2 32„ %STINGTIT STRUCTURE) .10 .1 E .: QQ�N^j .... "I 1613-99-20-TF2 \ _ F V V ..:: "" (EXIST SC IL DRAM BY:\ REVIEWED BVOLUMBIA CASCADE \ .... ..... .. \ \ 48" 40,1 ... ..\.� REVISIONS: 1644-8-O3-LF2 / f, 3 EACH NR-3A(NEW) DE AVE CHUTE ¢ -- -1 RCLOCATED FROM STEP RAIL WOH CENTER RAIL 24" 11 E%ISTIHG STRUCTURE (TOP OF RAILS 'ITANIL5I STEEL Ifi01-OI-TF3 `t' A ' 6EOWAT SNIP'S WHEEL/ aW-10-R T 1-D (EXIST BALVSTER WAIL BALUSTER WALL 2-O^ (E%ISTING) 1 L (R%PTED"ROM R s CH-02(NEW 1 ?%P STRUCTURE) CORNER HAXELE 1605-54-TF2 (TYPICAL-A) TALI[ TUBE 1608-15-L@-YA RELMAT D FROM \ PERFORATED HOPENANTSTECL ROD" HR-]e fxEW) FIELD MODFYUTO FIT ' (EXISTING) 5�TEP OF) \ dTDP a RAIL 1'-0') ' X .Ni(x[w) I PROJECT: STEP RAIL OP OF RAILS 102_a^^) CUIG-TF�VERHfAD FURLONG UDDER PX=,NO SIR °ARE) / PARK 1690-TF2 RVED OVERHEAD \ rST MG) \ SHEET TITLE: 5-12-YEAR-OLD i PLAY UNIT PLAN 3f 6^ 10 510 mm SCALE: td 180 mm DATE: AS NOTED CAS SHEET NUMBER: �yOLUMBIA CASCADE COMPANY 7MBERMRM-2 PLAYGROUND EQUPIMM NOTES: sxro.rcAnn mx We MIxPP p,muar. SAIEX. W ALL DECKS SHALL BE BROWN RUSTIC-COATED PfRFORATED STEEL. • • a v n'wun.vAera FURLONG PARK(5-L2 YE.N DID) �_� S. MEW CONNECTION FASTENERS SHALL BE PROVIDED FOR RELOCATED ACCESSORIES. 1,vq 6r.s.0 Am+w.A.p am( XNd.n7. s V.Des"PFAr-dray w/I).s-.xm EINTRONMENTAL CONCEPTS ' sv. TB OS-'Cr-Oq 1. wwnryvee -Mer. P—OBOA-% 1 u 2 CLIENT: \ 0 THE CITY OF 6®mm SALEM / 4MAM NE SALEM,MA L s 1000-01 (NE W1 2VV*� WELCOME/PIAYOROUND Y RULES SIGN LANDSCAPE ARCHITECT: USE 'ONE - (2-5 YEARS Of PGE. CyPO LEGATION ' - BY OWNER) o ,I EXISTING 6% C R j A (IYPILPL-/) CAROL R JOHNSON AS9.]CWTES INC faMwpeAeNum Em4 —w Rannm115&ma3aeu[ P613R961Cg — NEW BURIED Brnau iM 0311D F61)B%23M1 TYPICAL-4) rnn.'Wwn EIMa�[Hi[an 1609-/O-TR-R — ((AP45iC LV DERS UPDERS) Pf LOGTO.FRO E%ISTIH.STRUCTURE) 1630-/-TP2-R "1606-TP2-R (RUSTIC ELOC TED FROMDE CHUTE iEXISTING (TIC-TAC-TOE PANEL (PLLSTIC CYYLINOUPS) STRUCTURE,NEW CONNECTION I fp STINA'. UCT.RE) PFASTENERS ROVIDER) ANO EXITSUPPORT t NEW BURIED I I 1606-32-01-TP LNEW) POST ACCESSIBLE SLPIRS / I BW-/0 I W0H HANDRAILS BAWSTEP WALL (BROWN PLASTIC COATED EXISTING TRACK RIDE (RELOU."D "IN PERFORATED STEEL) (RELOCATE FROM EXISTING EXISTING STRUCTURE)I • o STRUCTURE, EXACT LOCATION .� IERSORA-Tl2-EB N\ /T BY OWNER .E E PERIORATEO STEEL ROOF ) / WIT PENNANT N %[ fl 9 R - 1. - (RELOCAT[0 1622-Ifi-LE-RETRO(HEW) STRUCTURE) _ . 1 TRACK RIDE RETRO-fli .. I6BS- -T12 fEW) 000T PIAT 48' " 48" 40, 3224WLTH a' BALUSTER WALL \ - I M . 1 IGBT-/L11-VINEW) , ______ fl .... .... W .... .... 'fl BW-./0 2. VRTICA _A( . ..fl ...... .. 9 E E BALUSTER WALL (RELOCATED FROM Ifit]-00-00-if2 NEW BURIED EXISTING STRUCTURE) GUARD RAIL DRAWN BY:COLUMBIA CASCADE POST /1 ET II 2AE>[H CH-02 REVIEWED BY ' `I lJ BW-/0-BL BALUSTER WALL CORNER HANDLE 1690-00-TP2 MISTICPTEO FROM (RELOME ST FROM COUNT I SIDE POSTS E%ISrING STRUCTURE) ruxx Ll CRAWL, REVISIONS: WOODSTAINLESS STEEL MOUNT INSIDE POSTS) OLD PANEL (fl ISTING ED fRON , IT %ISlING 3LRV3URE) A T R 1.0/-g1-Tf3-Y 161/-5]-rl2-BL I6T5-/-]I-Tf(XE W) SHIP'S EW EL/ BLOCK CLINGER BALUSTER WAIL STOREIROxi (REIACATED FROM COUNTERTOP EXISTING BTRUCTUPC) fRELOCAiED FROM C%ISTI NO STRUCTURE) Ifi9/-07-TF1-11 IJ]0 m KID'S BENCN (WITH BAILOUT WALL ECATIEFROM %6➢NO TRUCTURE) PROJECT: - FURLONG ('310 mm) PARK 36,-0• (Ig 910 mm) AWARNING IMPORTANT DRAWING NOTES NOTES: (5020 mm) OecR one mil heights an a1m•nslonea From ALI DECKS SHALL BE BROWN PLASTIC-COATED PERFORATED STEEL. Y M01 plaHn9 vu,lOna cOn OeCOme A - NEW CONNECTION FASTENERS SHALL BE PROVIDED FOR RELOCATED ACCESSORIES. SHEETTRLE: X—lieroM,MI.Nm v,a,.d to 4me. rinlsMe grab•,*I* for for 1'-0'6300 mm) -ALL POSTS SHOWN ARE RELOCATED FROM EXISTING STRUCTURE, EXCEPT AS NOTED. sunlight. O.ner/opemWm must . al oaf.y.utladn9 (OY alimrs)la C.arises 2-5-YEAR-OLD hat serious burn:may result when eon men 011..o .m slue .R;n cam.. 1n canlud wHr,r,ar maa1. Dim..can.an Ihl. a a E,e.inp Ia L. PLAY UNIT PLAN ' Ae wcomm e.e by he U.S. COnrom•r Pnc.e.nc.ovo 9•aan..c s ry.ndmn vreae.l.Safety Commivian.me owned must aroae9s. n nM.e a/o.em.nnr. Exlsnxc 6 x B BEAU playa.one pleae bn.om one o ane on D.cX b.1 els 0.m rM toor the e.a. while.11 begot. We 10 m:centerofIHe (TYPICAL-4) mlor PP^mtue rorem1. •u. or ) aerl2l o rt ace t e s Af .rny..I.Otmn ,011 (nl.ea m.rwl.e nor a). The t Izsz m Wend.me rI:Y ar ..sone hours n•cling„paN.rne.bova echo developed m to Under Mose:na o.lropm skin in..;... :pmma'. 1w ae.nl.read and m.s not upon sena.gnlpmem b.placed In .nm. be varied. Don m.a, ri•1emC pacer.nm 0 F1xrsXED T n.nre,osph.0 o. mpoa.e.00n. o.eron dimensions or .waom.nt o .nmae Slmna 01. calm y to telae measurements a do not Pria1.1 w1e.am moue.m.n cry additional Wale play 1 s 6 % ro I z ugcxroE BOAT vnoblmcted sof.play us.:on. c.wne z 1/16'1. CUT WASHER 11tI IOr9uv�oa.n,la.ing matorice mu.1 n,a dao•. 1 3/B' HEX NYT always m Playground a Wpmenl. Use 1n1e Ar.a Owwmg m.an)uncnan with Ii'EEO OR1u POST 9/16'DIA. ' ac the Accessory Eracrlan Owwing• n0 tHRU HOLE) Irm� c.-piing IM flh. .. pulpmanl metan.B.n Oole.nn..(a•oppne.). 1 TY PI A C ION SCALE: Imre Th' h..at-sure what 2 12'=1'-0' n^neanMllw. 1 o n Ilrot all laelenere nghl:pryweln:wwn•an li mmee Rush Rnvro..ma ne Darn riot resultant DATE: pea AS NOTED After commencement at Play,n b vltal mm SHEET NUMBER: ' H. a.n.r mthly;.or playgmnne lith .nt wit"wreld hmB u e.,....1Y Ith TIYBERFYIRY-2 PMTGMUND EOUPIMENT' e..Esm.,a awnwave environ le environment Pay `"• °j -COLUMBIA CASCADE COMPANY PURInxc PARR (z-5 YEAR oTn) plastic as.Nor.enbaila..m0yne un.as Med Rnule� I.good. 0 Iwue sm i�°,w LY+^aaJ nwu.Ie a SALEM, NA wW4lny cMe,. Sh.0 le eon. l.. f. Q , Sw, w.Its.Jm Ta,fpJ/iA-r15a I —� Reay b poled o eapnssea. m e the .aqn a m,_Je6a Say2>J-asJO ENVIRONMENTAL CONCEPTS L common. m AlmlMee unlll all aefaF/ Q u'Y MAtlI u, me oFr.mlan.e. 'R Op-E>-OB S°N°'"'6...rP=obgw-% z w z CLIENT: s" !' m THE CITY OF 5 ¢ I oJ� z SALEM SALEM.MA s LANDSCAPE ARCHITECT: P,�. / �v '` �^ ° S ams s z _ /+a'/ �_ ' n, _ Tt9`J:°zi _ F^'sP•K(/N ssjss � � _ : --\) {}�\ ���/ 05< / - Y A _ ---__. �_ -�;. �`��',�`✓Yrf�/� cPsoL a JCHNsoN AssotwTct INC �,' ¢/e-I A/ I s 0 SEN ENiMNLE �/� e �5 NO SEE �xPOENGWEEN'$ t' o ' a DRAWN BY M REVIEWED BY: JH iy - _ _ePrvKS P�iwnox-�! '� O� •�.�:✓: �- ti --' �y _`�_«/— x�s--N _Pp GMX sEeEGnEr CX A�� RB �._ REVISIONS:T \_ate cn 10.84 0:681 , - ��-,° '— r ;1,'1056 PROJECT: 11.03 107..BC---r4- FURLONG 0 A CD 10.6 PARK z� w 10: n o 5 m � Z oI�O ID SHEET TITLE: Q GRADING PLAN z n cn r S -10.63 a , 18'44 C \ 10x3-B" � �.�� � � - '�O,.Y PBC 10.337,TC 10.0 B �. 10.33 TC -I o DATE: 3AUGUST YOW SHEET NUMBER: 10.33 TOT LOT AND MAIN \ q I + 10.08 TG 10.0 BC ENTRANCE ENLARGEMENT 9.75 BC WING PIVOT 8' L-6 SCALE:P=10'-0' I cn �o \ A GRADE MAX I WIDTH VARIES r CLIENT: ` FINISH GRADP SALVAGED GRANITE SLOCK(S)' RESILENT SAFETY SURFACE WEAR WWM REINFORCEMENT THE CIT`' O F SEE SPECIFICATION FOR DEPTH I C�L/� Y WITH CHINKING AS NECESSARY •�N .— CONCRETE SLAB SALEM MATERIAL VARIES SEE MATERIALS-PIAN CUSHION COURSE - SEE SPECIF DEPTH .COMPACTED.BASEio a FILTER FABRIC SALEM,MA z '' III—I I I III III=I I 111 1I I III III— COMPACTED CRUSHED sioNE: sl `"JF��� III III Id L .III.;III III III III III— COMPACTED SUBGRADE — — —4=9—f =III I l III III III—III— II COMPACTED SUBGRAOE III- "'— —III—III=ILII-1' III-iJI—III III—III— COMPACTED SUBGRADE .III. IIIIII-111 LANDSCAPE ARCHITECT: . .III III C R . J A SALVAGED GRANITE BLOCK SEATING SYNTHETIC RESILIENT SURFACING AO fljON"SCNA CIATH INC U CONCRETE PAVEM E'NT ��R Am2L . u m wwm SCALE: 3 4"=1'-0'• / m.a.Iu mNo l vcicevszzw / SCALE: 1 1 2"=1'-0" 'Isermas • revasassao ' SCALE: 1 1/2"-1'-0" ."..,.mow. 4 �N•.nm T-0• SALVAGED GRANITE BLOCK SEATING 9 ' p_1 W000 FIBER PLAY SURFACING, SEE SPECS. 3/9• FOR RNISH GRADE, SEE GRADING PLAN. DENSE GRATED CRUSHED STONE ! tE PRESSURE TREATED W000, 1x4 1 < r =III— MATERIALS VARY, SEE MATERIALS PLAN Q, _ FILTER FABRIC, SEE SPECS ° n ° TOOL CONTROL JOINT TO _ _ DIMENSIONS SHOWN PRESSURE TREATED 2•% 2" _ PRECAST CONCRETE CURB. SEE SEE LM PLAN 11-1II-111—III=III—III III x 24"WOOD STAKES H SIDE WITH 5/8'CHAMFER i0 8 ° —III— —III—III III— FACE PLAY SURFACING. D-I 4 4 J I—III—III—III—III—III—I — II—III—I —III— =III a COMPACTED SUBGRADE III=III=III=III—III—III —III—III— —III= _ _ — COMPACTED OR UNDISTURBED SUBGRADE d —I —III—III—II1-111=1 —I LOOSEN=1' G III=III=III=III=III=III=III III 1 Gm ..1 1 — — EERSPECSBSOIL AND RECOMPACi i0 80-BSR 00 CRUSHED STONE PAD �r1 WOOD FIBER MULCH SURFACING ��� CONCRETE CONTROL JOINTS -0" SCALE: 3/4"=1'-0" L SCALE: 6"-1'-0" DRAWN BY: ED BICYCLE RACK, SEE SPECIFICATION REVIENIED BY: HA I PROVIDE 45' BEVEL ON WEARING SAND PLAY SURFACING, SEE SPECS. COURSE, SHAPE TO PROVIDE SMOOTH REVISIONS: FOR FINISH GRADE, SEE GRADING PLAN. CURVES AND STRAIGHT TANGENTS FINISH GRADE MATERIAL VARIES, SEE PIAN BIT CONC WEARING COURSE CONCRETE PAVEMENT — — STACKABLE RUBBER TIMBERS 1" OR EXISTING CONCRETE PAD -0-1 — — 1/2•o REBAR 30' LENGTH. 36'O.C. COUNTER 11/2 - Bli CONC BINDER COURSE SUNK At HORIZONTAL SURFACE COMPACTED BASE FILTER FABRIC, SEE SPECS Ei��OI _ CONCRETE FOOTING, AICOMPACTED OR UNDISTURBED SUBGRADE I— — — — — — SEE SPECIFICATION — COMPACTED DENSE GRADED CRUSHED STONE11 COMPACTED SUBGRADE COMPACTED OR UNDISTURBED — = = 111=III=I -IIVIIII- I I SUBGRADE = =111=111=111 COMPACTED BASE 12" 111_111 PROJECT: FURLONG ��BICYCLE RACK FOOTING ��� SAND BOX �z1 BITUMINOUS CONCRETE PAVEMENT PARK l SCALE I/2"-1'-0' SCALE: `, SCALE: 1 1/2"=1'-0" MATERIAL VARIES, SEE PIAN WOOD FIBER 6 SHEETTITLE: 3, MULCH SURFACING 0-I 5/e• CHAMFER SITE DETAILS PRECAST CONCRETE CURB, SEE SPECS. I' LCL CONCRETE PAVEMENT 1 5 _ 6 BATTER ON BACK OF CURB. BUTT ALL JOINTS. OR SYNTHETIC RESIUENT D-1 p-1 NEW METAL TRASH RECEPTACLE SIDE WITH 5/8• CHAMFER TO FACE PLAY r• SURFACING FINISH GRADE 1 SURFACING. MINERAL VARIES, SEE PLAN — PRECAST CONCRETE CURB 8 EX ANSOR, X 3 Y.• R POLL, STEEL _ _ — — D-I EXPANSION ANCHOR BOLI TYP. _ _ DOWEL, 04 REBW (2) EACH SECDON —III 111 III COMPACTED DENSE GRADED I•DIA CORE FILLEDWITH EPDXY GROUT - •e III— III III III—III '— CRUSHED STONE 3' X ] CONCRETE SLAB WITH 6X6 W III III III III = III=III 111 111 _ COMPACTED SUBGRADE —III III III—I _ COMPACTED DENSE GRADED CRUSHED STONE —III III 1I1=1I III—III - 2.9 % W2.9 WELDED WIRE MESH _ _ _ I ICI III -ll III I I III — 1—III—III-111—II-111-111-111-111=1 COMPACTED BASE —111 111— 111 111 �?{1--COMPACtEO OR UNDISTURBED SUBGRADE III=III' SCALE: III—III—�� =111=111-1I—I-I COMPACTED SUBGRADE I" —'Il _ III— AS NOTED -III=III=III—' TYP T 1 P DATE: 6 T• 6' 3 AUGUST AXIS ' TYP TYP SHEET NUMBER: 2 TRASH RECEPTACLE FOOTING PRECAST CONCRETE CURB ^ FLUSH PRECAST CONCRETE CURB SCALE: 1 1/2"-1' O" H SCALE 3/4"=1'-0" 4 SCALE 3/4"=1' D- NOTE: FOR FENCE N CLIENT: LOCATIONS, REFER TO - LINE POST W/TOP FAIL CONNECTOR MATERIAL PLAN. TOPS k 10'-0"MAIL TOPPLING EXPANSION JOINT THE CITY OF. EXISTING TENNIS POST AND FOOTING TO BE KNUCKLED OF ALL FABRIC TOP RNLS L66"O.D.,ttP. i0 BE ATIGOWN. MESH FABRIC. SHAJL HAVE SELVAGES 4•-.0" OR 3'-6•'. BITUMINOUS CONCRETE WEARING COURSE SEE SPECIFICATION FOR KNUCKLED TOP k BOTTOM I 7/8'0.0. GALV * SEE PLAGely. TIE WIRES 12'D.C. SALEM NS PRESSURE TREATED 2%4 GROUNDING - iIES N RALS 0 12 . "' f L.C"'C"•¢ O .O.C. MAX. STEEL TOP NAIL DENSE GRACED CRUSHED STONE TENSION BARS TYPICAL SALEM MA POST CAPS EXISTING TENNIS COURT 2 3/8"OD. 0 TENSION BANDS 12"O.C.i1P R„p!' 7 GALVANIZED STEEL -9 GAUGE 2•MESH FABRIC GALV. STEEL POST TIE WIRES 18'O.C.ON LANDSCAPE ) a SPIKE 12" LENGTH - 18.OC ) CORNER, TERMINAL k PULL POSTS TO BE ALL BRACING LANDSCAPE ARCHFTECT: z 4" EL 0 GAIV. COMPACTED SUBCRADE d )) 2.675"Cl, UNE POSTS 2.3]5 D.D. W r X. STEEL GATE POST 15/8"O.D. GPLV. STEEL g LOCKING DEVICE w/PADLOCK «A C R J A 4 TENSION BAR BANDS IY O.C. a`a 1 7/8-O.D. GALy. STEEL CAROL R JOHNSON ALsacuTES INC C) 3 HINGES SIDE RAILS Imdvapa._ . .°.aevmm FW e USIA M1 617,N6.2W ' � W STEELS BOTTL e°+ [Q 02110 FMIT BITUMINOUS CONCRETE PATH — MIDRau s6"D.D. AT FENCE ONLY ON RA r WELDED JOINTS U SCALE: 3/4"=1•-O" ) )K )) )) ) )) 3/4' % 3/16"TENSION BAR 4 cilli- I TYP. AT FABRIC BRFAKS� I - 2" CONCRETE FOOTING FINISH GRACE OF RAMP PRE-CAST CONCRETE TRANSITION POST TIES 12 OC. y CURB. SEE SPECIFICATIONS NlsHGRADE ar �\ CHAIN LINK FENCE GATE \." BOTTOM OF RAMP KNISH GRADE. MATERIAL VARIES - ! "I 1 ' qA SEE MATERIAL PLAN fg WIRE i0 POST CONNECTION.SEE SPECIFICATIONSCALE: 3/4"=1•-0'• �'•.,, nIERMONSION CONNECTION ROD TO COPPER WIRE, BOTTOM RAIL t.fi6"O.D., ttP. CONCRETE FOOTING. SEE SPECIROUION SEE GROUND ROD,SEE SPECIFICATION D-2 r�LTR TRANSITION CURB /� CHAIN LINK FENCE 6' AND 10' SEE SPECIFICATION FOR MST DIAMETER. / / NOT TO SCALE `} NOT TO SCALE SEE ASSOCIATED DETAILS FOR 3•,6',10' AND BACKSTOP CHAIN LINK FENCE SALVAGED GRANITE POST } FINISH GRADE EYE BOLT LINE PEST W/TOP RAIL CONNECTOR SEE GRADING PLAN GALVANIZED CHAIN CHAIN LINK FENCE POST, TYP. FHEIGHT A B ` -I BEVEL COUPLING EXPANSION JOINT SONOTUBE FORM TDP 6"MIN. CONCRETE PAVEMENTe STEEL PES ON MLS AT 12"O.C. W. 36 12 DRAWNBY: LD HORIZ AND VERT.AT INSIDE OF FENCE 42 1BREVIEWED BV: FU6CONCRETE FOOTINGTOP RNLS 1.66'•O.D.. ttP. 42" ,B"/ POST CAPS, TWICAL;SET WITH SET SCREW REVISIONS: O" MAX. ENO POST CONDITION- 42" 18" LTi =III--- - CORNER, TERMINAL k PULL POSTS TO BE 2.875"O.D.. LINE POSTS 2375"OD, 12*TYP 6'12'W BEVELED EDGE, TENSION BAR SECTION zz BANDS 12" O.C. CENTER POST IN FOOTING EXCEPT 9� AT i01 LOT. SEE e 9 GAUGE 2' MESH FABRIC 3 4'•% 3FABRIC 16" TENSION BAR L, AY BREAKS SALVAGED GRANITE POST FINISH GRADE: SEE GRADING PIAN CHAIN LINK FENCE FOOTING WIRE TO POST CONNECTION,SEE TO COPPER N THERMON610N CONNECTION RW i0 COPPER WIRE, rte/ SEE SPECIFICATION POST TIES 12' O.C. - PLL ARE TO L SCALE: 3/4"=1'-0" GROUND ROD,SEE 9PEOFIGNON BE ON INSIDE OF FENCE k ARE NOT PROJECT: NOTES: TO BE ACCESSIBLE FROM OUTSIDE FURLONG 12"6 1.FOR FENCE LOCATIONS, REFER TO MATERIALS PLAN. BOTTOM RAL 1.66"0.0. ttP. ' PLAN VIM 2,TOP AND 8070M OF ALL FABRIC TO HE KNUCKLED DOWN. CONCRETE FOOTING SEE 2 PARK SALVAGED GRANITE 3.SEE SPECIFICATION FOR GROUNDING p_2 4" ENTRANCE POSTS CHAIN LINK FENCE 3' 8 NOT TO SCALE �J NOT TO SCALE SHEET TITLE: FENCE POST AT TOT LOT EO EO MATERIALS 6" MATERIALS VARY, SEE MATERIALS PIAN SITE DETAILS - - - - - - - - VARY SEE 1" - - AUGN TOPS OF POSTS - ALONG A CONSTANT SLOPE �� /// „,IEASE TOP EDGES Y” ( PIAN )j"CHAJN „ 6"X6"W000 TIMBERS A LAG SCREW GALVENI2ED i I'.'. 111-111 BOTTOM SELVAGES 4'ABOVE GRADE \ - PRECAST CONCRETE CURB, SEE SPECS. ' - - $'COUNTERSUNK HOLE I =III IIIA GRADE VARIES I COMPACTED DENSE GRACED CRUSHED STONE 1 36"0 GRILLED HOLE -III1=111 -1 CONCRETE FOOTING. SEEe —III—III-1 I—III-1 III III-111—III-1 —I 1=1 n l II D-z III=III—III—III—III =III—III—III—III—III — AUGER ED HOLE - I I ' 1—III=1 I1=1 I1=III=1 I1=1I 1=1I 1=1I1=1 I1=1 1=1I �K RUED AND COMPACTED — — — — — — a scA E: -I I=11-111-III III—III—III-III-III -III A' I SECTION A-A' - ENLARGEMENT I 12" AS NOTED SCALE 3" = 1_-0" III=111=1 —III-111 11=111=111=11I=1I1=1 11I—I — — DATE: 111-111— I-111=111 111-111— -111— - PLAN VIEW OF FOOTING NOTE E%CENTRIC 3AUGUST 2009 1=11I—III—III=11 =11 =1 =III=111=III=III=III=1 =III=1 PLACEMENT OF POST IN HOLE ELEVATION SECTION A-A' SHEET NUMBER: SCALE 14- = r-0" SCALE , 4 = 1'-0" FL° Q WOOD POST AND CHAIN FENCE TOT LOT FENCE ^/ SCALE: 3/4"=1•-0" SCALE: 3/a"=1'-0" D-L CLIENT: THE CITY OF IB' _ LATEX ACRYLIC MODIFIED GROUT SALEM L ® �SEEDING 1 p'`�O •�"'�"" e f` SALEM,MA e 1/4'OR EOUNAIENT TO WALL THICKNESS y7f' I+ OF EXISTING FEMALE PIPE ` Y _a q BOND BREMER SURROUND 60 SO 6�y LANDSCAPE ARCHITECT: n n a` - e n 1/4"DIAMETER BAR STOCK FULL WELD TO INSIDE G OF 80% PROVIDE 1/2'OPENING ,P p p ' a e 7 STRAND 1/8' DIAMETER GALVANIZED STEEL CABLE so. G� C R J A WITH SWAGGED AND LOOPED CONNECTION 90' \ Q`� cAxaJ a loervsory AssoaATrs INC . C '.P - wau>ce Aa _ FnMemm[na Fnrvsn Z us N,me S-1 v617.1.. n Q - -• 1 Ia.Ion 1 a 1/2' DIAMETER HOLES ON TOP i0 ALLOW FOR REMOVAL + tmMA0O3110 f670%lH0 FMI�m..am e3' ` 4 a BOND BREAKER SURROUND e a CIF, 3' HEIGHT EXISTING POST SLEEVE D 2 2 �'F �b 1 INFIELD MIX 0}5 a - eINFIELD MIX y Sao o (ry 1 g•` 0-6 COACH'S BOX PITCHER:S °i y INFIELD MIX 3 INFIELD MIX MOUND COACH'S BOXe 0 5 0-6 ON-DECK CIRCLE G TENNIS POLE PLUG e D 3 INFIELD-DECK IX 3 �� ADD ALTERNATE: �' a _ ON-DECK CIRCLE O-5 1 /I 1 PLAYERS BENCH ON SCALE: 3"=1'-0" - D-3 CRUSHED STONE PAD ++ _ 90' CLF, 6' HEIGHT D4Z ' NET DIRECTION '0 3 a ADD ALTERNATE: NET POST MODIFIED FOR INSERTION 6 B.,- 0M PLAYERS' BENCH WITH p_} INTO EXISTING POST SLEVE a' CRUSHED STONE PAD MALE PIPE EXTENSION FULL WELD, ZINC RICH PRIME TENNIS POLE PLUG 1 un2 CIF, 6' HEIGHT p 2 HOME PLATE AREA D_3 EO E0. DRAWN BY: LD TTTTI CLFBACKSTOP, 2 REVIEWEDBY: HA < ' ADD ALTERNATE: BACKSTOP CANOPY D 4 REVISIONS: Q 6' Q LATEX ACYRILIC MODIFIED GROUT EXISTING POST SLEEVE BASEBALL FIELD LAYOUT NOT TO SCALE a a a4 a 90' PROJECT: r-- -- PITCHER'S PLATE 4' tJ" 4' BATTER'S BOX (RUBBER) IS" X 4" EACH SIDE FURLONG TENNIS NET POLE SEE SPECS F - r — SDALE: PARK I I INFIELD MIX D 5 3'-0" ' LEVEL `�I__J5'-0 8 12' " RADIUS 3'-0' 1'-6' 3'-6' QO I r-1 iL -\ J 3,-0„ NOTE: SHEET TITLE: �o L — 3' — J I I I� SITE DETAILS _ PLAYER'S BENCH - SEE SPEC pb O I OJ I PITCHERS PLATE TO BE 3 3 I. 3 BENCH FOOTINGOPp 6" ABOVE HOME PLATE N HOME PLATE SEE GRANDINC PLAN FINISH GRADE _g_0• (RUBBER) SEE SPECS PRESSURE TREATED WOOD, IX4 PRESSURE TREATED 2"X 2' % 24'WOOD STAKES a EO E0. CRUSHED STONE a CATCHER'S BOX ILII ISIIII COMPACTED BASE o L I, -III II-' IT L III , CONCRETE FOOTING - SEE SPEC. 3-J SCALE:AS NOTED -II COMPACTED SUBGRADE DATE: I II 11=I T I=1' 3 AUGUST 3009 ' SHEET NUMBER: PLAYERS' BENCH WITH FOOTING PITCHER'S MOUND LAYOUT HOME PLATE LAYOUT 6 SCALE3/4"=1'-0" 3 NOT TO SCALE SCALE 1/2"=1'-p" D-3 CLIENT: 2" O.D. NOTE LOCATION AND FACING TO BE APPROVED BY LANDSCAPE ARCHITECT IN THE FIELD. THE CITY OF ' SALEM SIGN i0 BE Lltt OF SALEM SIGN TYPE 048, y"e"ti WELDED JO11 SEE SPECIFICATION. TEXT AND GRAPHICS TO BE PROVIDED BY LANDSCAPE ARCHITECT SALEM,MA k ''. 7"DAM. ALUMINUM SIGN POST, SEE SPEC 2 OD A00, -0 NON-SHRINK EPDXY GROUT C R J A PLACED GRANITE BOULDER BURIED 4' uaoL a J=oN AaoaATrs 1NC _ 4nmope ArtN�xv G+FaurenW agmen BELOW GRADE NsemeeseM v61TMn2sw4o ' ` WELDED JOINT - mo Na oxuo a6nws - - a9 GAUGE 2 % 2 CHAIN LINK 7 .DFABRIC OUTSIDE FRAME ON BITUMINOUS CONCRETE PAVEMENT D_� 2"O .— OVERHANG 9� O" _ -- - TENSION BARS - AREA EXCAVATED TO ACCOMODATE I i I—III III III—I I ' III III III III—ISI III III—IIS BOULDER THEN AND COOLED EWITH D ��—b 3/8" GALV'D CABLE iVRNBUCHLE� III III III—III III III— ,III—III— EXISTING SOIL PNO COMPACTED BANDS 15" O.C? SPACING WELDED JOINT 2" O.D. III —III III III-� -III COMPACTED OR UNDISTURBED SUBGRPDE APPRO% 2'-6" 9-0, 9'-0• 12-83/4 BOULDER AND ENTRY SIGN SCALE. 3/4 =1'-0" 3'-5 ,/2" CANOPY PLAN / \ NOT i0 SCALE ' #9 GAUGE 2" X 2" CHAIN LINK FABI OUTSIDE FRAME ON OVERHANG 8-3 BST FITDNC TO BRACE. Typ �4" 0.0. DRAWN BY: LD REVIEWED BY: HA REVISIONS: `m 3/8" GALV'D CABLE ' 4" O.D. �4" O.D. " DD 4" O.D. a" O.D. _ . . FIELD OVERLAP RAIL _ FOR FABRICRIC OVERLAP q6 GAUGE 2" % 2" CHAIN LINK FABRIC W-7 INSIDE FRAME - 1.66" IIA, r 6' OVERLAP'N PROJECT: TENSION BARSTENSION BARS .I FURLONG BANDS 15" D.L. ,.6fi" DIA. " f PARK Al SPACING BANDS 15" O.C. SPACING q6 GAUCE T % 2" q6 GAUGE 2" % 2" a SHEETTITLE: CHAIN LINK FABRIC CHAIN LINK FABRIC 4 •j w INSIDE FRAME INSIDE FRAME. £ m SITE DETAILS � o .FABRIC TIES 1.66" DIA. w 12" O.C. (TYP.) T-Qe OU SCALE: -TIi IL` TIS. =I r III— T� TI= 1= iCT- 1I—. —IT 1 'II I- ql II- I' 'II I- 71 11- II IF 1111 It= -SEE FOOTING DETAIL 02 2n AS NOTED DATE: FRONT ELEVATION SECTION ON ([ 3AUGUST 2009 NOT TO SCALE NOT TO SCALE SHEET NUMBER: 2 BACKSTOP D_4 NOT TO SCALE ' © 1/4' 1 1/2-DIAMETER BALL WELDED CLIENT: To END OF SMOOTH ROD MATERIAL VARIES. SEE MATERIALS PUN l CITY 3/4- DIAMETER SMOOTH ROD CONTINUOUS WELD JOINING L ROLL EDGE OF LAWN ADJACENT TO WALKS, THE �./I I I OF BRACKETS AND SMOOTH ROD 1 u - 4' HIGH FOR FIRST FOOT OF PLANTING SEALANT MIN 6 TO STEEL WEDGE - a SALEM �:+y PLANTING SOIL, DEPTH VARIES. SEE .+� MIN 8 TOTAL - S 5: PORCELAIN ENAMEL SIGN - SPECIFICATION SALEM,MA ,- - ADHESIVE COMPACTED INFIELD GRADING AND LOADE PRIOR i0 ROUGH MIX AS PER SPEC STEEL 'UTE _ _ III III GRADING AND LOANING ZINC RICH PRIMER - 3 COATS III=III III III III III -III—III III III—III 111 III COMPACTED OR UNDISTURBED SUBGRADE III=111 III III-III III-III COMPACTED SUBGRADE i m l Ll I 1=11 1111_111 III-III-III. I DSCAPE ARCHITECT: ' NPHL NUT - EROSION CONTROL ANT SHALL BE PROVIDED WASHER FOR TDP OF BANK SEEDING SEE SPEC. C R 1 /L PEEN HAMMER AND THREADED Roo 7) N F E L D M I X 1 SEEDING r�.xaL A vnson wssocwht INc DEFORM AFTER 7GHTENING FULL WELD BEFORE GALVANIZING `' SCALE: 1 1/Y=1'-0" SCALE: 3/4"=1' 0" msew svmm w1H' 'zwoH��..,, SMOOTH ROD ' 1�III�l1Z,/ Z/III�lII _ GRANITE POST WIDTH VARIES, SEE PLANS 4' 3/4' DIAMETER X 2'-6 1/2H 8 ©� SMOOTH BAR { / { ( {( NATIVE GRASSES TWO 5/8' % I-U WELDED TO 1 li i ' I MANUFACTURER'S RECOMMENDED ANCHOR 2 MULCH, SEE SPECIFICATION BOLT, NUT SYSTEM - ONE EACH LEG FORM1 1/2X1'U CHANNEL ON 3 $IDES _4041 i— PLANTING SOIL, SEE SPECIFICATION e - NON-SHRINK EPDXY GROUT 111= __ __ PLANTING SOIL DEPTH * CONCRETE PAVEMENT OR 1 _ _ III—III III III—III- TRANSITON TO BE 1:1 SLOPE _ EXISTING, SEE PLAN D-1 FUME OR BUST CUT CHANNEL f III=111_1 I-III-III 111-111-I f-I i-I I1-111-111-hi-1t�su6cRnDE - III=1 MIN 1/2- DEEP RECESSED INTO FACE OF POST TO RECEIVE FRAME 111=111=111=111=111=111=111=1I I-111-"' SIGN PANEL. TEXT AND "'—III—III=III=III=III=III. 1'DIAMETER DRILLED HOLE _ GRAPHICS TO BE PROVIDED BY LANDSCAPE ARCHITECT. 2•-fi PERENNIAL PLANTING Q BENCH FOOTING ' NOT TO SCALE SCALE: 3/4"-1'-0" II_I 111 -1 DRAWN BY: LD II 11= REVIEWED BY: HA k 11 1 _ Z f1 REVISIONS: III-1 I I L—III III=11 111 111-1 n iI=1 a=11-1 1- lJ 12' 18' 12' 12" 6' 7 ' SIDE NEW FRONT VIEW INTERPRETIVE SIGN �� b U 3/4" = 1'-0" PLACE SHRUBS' ABOVE N SURROUNDING GRADE Q PULL BARK MULCH AWAY FROM BASE OF SHRUB PROPOSED TREE; SEE PIAN 1� ���_rc 2'DARN MULCH o ~ PLANDNC SOIL MIX. SOIL MIXPUCE BALL PROJECT: au SHALL BE CONTINUOUS WITHIN ON SUBSOIL OR COMPACTED PUNTING MIX. FURLONG EACH SHRUB BED REMOVE AND DISCARD RBURLAPEMOVE - INSTALL TREE PLUMB EXCEPT AL UNDER BALL. REMOVE PARK PLACE COMPACTED B UNDISTURBED ALL SYNTHETIC WRAPPING - ROOT FURL. SHALL BE EXPOSED IL OR COMPACTED SUBSOIL MATERIALS (TREATED BURLAP;. ..JIB UNDISTURBED OR COMPACTED SUBSOIL NYLON TWINE, WIRE BASKETS, ,12'MIN. OR 1/2 OIA.ROOTBALL, ETC.)AND DISCARD WHICHEVER IS GREATER. TOP OF ROOTBNL SHALL BEAR SAME ATIONSHIP TO ITLE SHRUB PLANTING CARSTAKKE�3 PER TREE.TEEL TREE BO PREVIOUS EXISTINGHGRADE DE AS SHEETTSITE DETAILS 7 SCALE: 3/4`=I'-O• MULCH 0.S SPECIFIED; HOLD MULCH BITUMINOUS CONCRETE PAVEMENT D-I ,IN. 4' FROM TREE TRUNK INSTALL LONG PRONG UP 12 AGAINST SIDE OF ROOT GRANITE CURB, SEE SPECIFICATION FOR FINISH _ — — _ EARTH SAUCER AROUND THE HOLE BALL r OPENING INSTALL SHORT PRONG -} PUNTING SOIL, SEE SPEC HALFWAY BE TRUNK I ' AND EDGE OF ROOTRUN CONTINUOUS CONCRETE CRADLE (WET PLACED) _ PLANTING SOIL. SEE SPEC. TRUNK DOTH SIDES II ` EXISTING GRADE ' — CONTINUOUS CONCRETE RASE (DRY PLACED) �a -! - ROOT BALL III II SET FOOTBALL LEVEL i0 GRADE SCALE COMPACTED BASE NQ-TE _ COMPACTED SUBCRAOE Iq ISI IST IPI I II EXCAVATE SUBSOIL AS REQUIRED TO 1 CARE SHOULD BE TAKEN TO AVOID STAKES BEING DRIVEN AS NOTED 111 111 111 111 111 III-1 x I' I ,�,I „II IE31E31 E31 IR_i PLACE ROOTBALL TO PROPER INTO SUBCRADE PIPES AND UTILITIES DATE 111=111-11_ HOLE MOTH 3X WDTH OF ROOTBAll l ELEVATION 3AUGUST 2009 —I I- 6" F fi" SHEET NUMBER: PRO TYP �` �4�/1 RAISED GRANITE CURB 5 SHADE FLOWERING TREE PLANTING D_5 ' _ SCALE: 3/4'"=1'-0" NOT TO SCALE 1 i 1 1 1 1 1 1 i 1 1 1 m 1 x 1 �, a CL 1Q 1 1 1 1 APPENDIX B PUBLIC NOTIFICATION LETTERS L2011-070 RAM Plan 1 �. Wannalancit Mills 650 Suffolk Street ' - Lowell, MA 01854 978.970.5600 at�ay. 978.453.1995 ru ' :^ruw.TRCsokaione.coni ' February 7,2011 TRC Reference Number: 177583.0000.0000 ' Mayor Kimberly Driscoll Salem City Nall 93 Washington Street ' Salem,Massachusetts 01970 RE: Notice of Implementation of Release Abatement Measure under the Massachusetts Contingency Plan—20 Franklin Street(Furlong Park),MassDEP RTN 3-29262 Dear Mayor Driscoll: ' On behalf of the City of Salem Department of Planning and Community Development(the "City"), and pursuant to 310 CMR 40.1403 of the Massachusetts Contingency Plan(MCP),TRC Environmental Corporation(TRC)has prepared this letter to inform you of the implementation of a Release Abatement Measure(RAM)at Furlong Park located at 20 Franklin Street in Salem, Massachusetts. The RAM that will be performed at this location involves soil excavation, and off-site reuse, ' recycling, and/or disposal of contaminated soil,and may include on-site reuse of soils below applicable Massachusetts Department of Environmental Protection(MassDEP)regulatory criteria. Excavation and disposal activities are anticipated to conclude on or before June 31,2011. ' If you have any questions concerning the RAM activities planned by the City, please do not hesitate to contact Matthew Robbins at TRC at(978)970-5600. Sincerely, TRC Environmental Corporation ' Matthew E. Robbins, LSP, PG Sr. Project Manager � Wannalancit Mills 650 Suffolk Street Lowell, MA 01854 978.970.5600 FHom - ,= 978.453.1995 ax ' wvrv:.TRCsolutior.s.com ' February 7,2011 TRC Reference Number: 177583.0000.0000 ' David Greenbaum Acting Health Agent Salem Board of Health ' 120 Washington Street,4"Floor Salem,Massachusetts 01970 RE: Notice of Implementation of Release Abatement Measure under the Massachusetts tContingency Plan—20 Franklin Street(Furlong Park),MassDEP RTN 3-29262 Dear Mr. Greenbaum: On behalf of the City of Salem Department of Planning and Community Development(the "City"),and pursuant to 310 CMR 40.1403 of the Massachusetts Contingency Plan(MCP),TRC ' Environmental Corporation(TRC)has prepared this letter to inform you of the implementation of a Release Abatement Measure(RAM)at Furlong Park located at 20 Franklin Street in Salem, Massachusetts. ' The RAM that will be performed at this location involves soil excavation,and off-site reuse, recycling,and/or disposal of contaminated soil,and may include on-site reuse of soils below applicable Massachusetts Department of Environmental Protection(MassDEP)regulatory criteria. ' Excavation and disposal activities are anticipated to conclude on or before June 31,2011. If you have any questions concerning the RAM activities planned by the City,please do not hesitate to contact Matthew Robbins at TRC at(978)970-5600. Sincerely, TRC Environmental Corporation ' Matthew E. Robbins,LSP,PG Sr. Project Manager 1 -- 1 1 J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C�2TRC � Wetlands Protection Act Notice of Intent Furlong Park Renovations April 2009 I Pre aced for: - P ,. City of Salem 120 Washington Street Salem, Massachusetts 01970 Prepared by: u. f r Camp Dresser&McKee Inc: ' One Cambridge Place ' 50 Hampshire Street Cambridge, Massachusetts 02139 r 4- Y � � F Notice of. Inte'nt com One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 tel 617 452-6000 fax: 617452-8000 April 16,2009 Ms. Kathleen Winn City of Salem Planning Department 120 Washington Street Salem, MA 01970 Subject: Furlong Park Renovations Dear Ms.Winn: Enclosed is a Notice of Intent (NOI)prepared pursuant to the Massachusetts Wetlands Protection Act(Act) and Salem Wetlands Ordinance (Ordinance)for proposed renovations to Furlong Park in Salem. The NOI describes shoreline stabilization and improvements to existing park facilities for icontinued enjoyment by City residents. Although work will occur within wetland resource ■ areas,all renovations will be made to preserve the interests of the Act and Ordinance. We look forward to discussing this project at the Conservation Commission hearing on April 23,2009. In the meantime,please let me know if you have any questions. Very truly yours Lisa Gove,P.E. Project Manager Camp Dresser&McKee Inc. SM00013 consulting.engineering.construction.operations I, r 1� Table of Contents Notice of Intent Form Figures Figure 1 Project Location Figure 2 Estimated Habitats Map Figure 3 Flood Insurance Rate Map Figure 4 Aerial Photo of Project Site Attachment A -Project Narrative 1.0 Project Summary.....................................................................................................A-1 2.0 Wetland Resource Areas........................................................................................A-1 3.0 Work Proposed in Resource Areas.......................................................................A-3 4.0 Mitigation Measures...............................................................................................A-4 5.0 Compliance with Performance Standards...........................................................A-5 6.0 Conclusion...............................................................................................................A-8 Attachment B - Notification to Abutters Attachment C -Massachusetts Stormwater Handbook Redevelopment Checklist Attachment D - 1984 Notice of Intent/ Order of Conditions and 1926 Chapter 91 License Attachment E -Project Plans Sheet 1 Existing Conditions Plan Sheet 2 Grading,Layout, and Materials Plan Sheet 3 Concept Plan Sheet 4 Details CM SMM ; I 1 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number ` WPA Form 3 — Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �\ Ciry(rown Important: A. General Information When filling out 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 Franklin Street Salem 01970 cursor-do not use the return a.Street Address b.City/Town c.Zip Code key. 42 degrees 31'40" 70 degrees 53' 51" Latitude and Longitude: d.Latitude e. Longitude VVVV��IIII 27-471 f.Assessors Map/Plat Number g.Parcel/Lot Number - 2. Applicant: Kathleen Winn a.First Name b.Last Name Note: City of Salem Planning Department Before c.Organization completing this 120 Washington Street- 3rd Floor form consult your local d.Street Address Conservation Salem MA 01970 Commission e.CityrFown f.State g.Zip Code regarding any municipal bylaw (978)745-9595 (978)740-0404 or ordinance. h.Phone Number - i.Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner a.First Name b. Last Name c.Organization d.Street Address e.City/Town f.State g.Zip Code - h. Phone Number I.Fax Number j.Email address 4. Representative (if any): Dwight Dunk a. First Name b. Last Name Camp Dresser& McKee Inc c.Company 1 Cambridge Place/50 Hampshire Street d.Street Address Cambrisge MA 02139 e.City/Town - f.State g.Zip Code (617)452-6601 (617)452-6601 dunkdr@cdm.com h.Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): None-Municipal Project a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpafonn3.doc•rev.04/08/09 Page 1 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number 1' WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 CitylTown A. General Information (continued) 6. General Project Description: The City of Salem proposes to rennovate the existing Furlong Park including shoreline stabilization, rip rap repair, car top boat launch and site improvements. h 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. Z Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries,forestry) 9. ❑ Transportation 10. Z 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)? 9 I 1. ❑ Yes Z No If yes, describe which limited project applies to this project: 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. Z 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 Pr000sed Alteration Proposed Replacement(if any) For all projects affecting other .� Resource Areas, a. ❑ Bank 1.linear feet 2.linear feet please attach a b. El 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. Watertiodies and Waterways 3.cubic yards dredged wpaform3.doc•rev.04/08/09 Page 2 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands' MassDEP File Number' WPA Form 3 - Notice of Intent Document Transaction Number. Massachusetts Wetlands Protection Act M.G.L. 'c. 131, §40 City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (corl Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced North River 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: 1 squuare arefeet 4. Proposed alteration of the Riverfront Area: 124,476 77,686 46,790 a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes® No 6.Was the lot where the activity is proposed created prior to August 1, 1996? ® Yes❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration - Proposed Replacement(if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your ' receipt page) b. ❑ Land Under the Ocean 1.square feet _ with all supplementary information you 2.cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment wpaform3.doc•rev.04/08/09 Page 3 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: ' Bureau of Resource Protection - Wetlands M3ssDEP File Number WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) ,! Size of Proposed Alteration Proposed Replacement(if any) f. ® Coastal Banks +/-400 stabilization; +/- 500 repair; +/-900 total g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged j. ❑ Land Containing Shellfish 1.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged I. ® Land Subject to 56,034 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 a.number of new stream crossings C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://www.mass.gov/dfwele/dfw/nhesi)/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 Oct. 2008 Route 135, North Drive b.Date of map Westborough, MA 01581 wpaform3.doc•rev.04/08/09 Page 4 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number li 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 CAA, 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 & bufferzone) (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"Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit., (d)❑ Vegetation cover type map of site (e)❑ Project plans showing Priority& Estimated Habitat boundaries d. OR Check One of the Following ' 1.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. ❑ Separate MESA review ongoing. a.NHESP Tracking# b.Date submitted to NHESP ' Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see http://www.mass.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.04/08/09 Page 5 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number Cityfrown C. Other Applicable Standards and Requirements (cont'd) 3.❑ Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable—project is in inland resource area only b.❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: Island, and the Cape& Islands: Division of Marine Fisheries- Division of Marine Fisheries- North Shore Office Southeast Marine Fisheries Station Attn: Environmental Reviewer Attn: Environmental Reviewer 30 Emerson Avenue 838 South Rodney French Blvd. Gloucester, MA 01930 New Bedford, MA 02744 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.04/08/09 Page 6 of 8 Massachusetts ch etts De artment of Environmental Protection Provided by MassDEP: Department Bureau of Resource Protection - Wetlands MassDEP File Number 1 WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number 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. t. ® USGS or other map of the area (along with a narrative description, if necessary)containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. ® Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure)relative to the boundaries of each affected resource area. 3. ❑ Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOI. See Table of Contents a.Plan Title SII b. Prepared By c.Signed and Stamped by d.Final Revision Date e.Scale 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. ❑ Attach NOI Wetland Fee Transmittal Form 9. ® Attach Stormwater Report, if needed. 1 wpaform3.doc•rev.04/08/09 Page 7 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: — �- Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 - Notice of Intent - Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number Cityrrown -- - E. Fees 1. ® Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth,federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: 2.Municipal Check Number 3.Check date ' 4.State Check Number 5.Check date 6.Payor name on check:First Name - 7.Payor name on check:Last Name F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested)to all abutters within 100 feet of the property line of the project location. 1.Signature of Applicant - 2.Date ✓� 3. gnature of Property Owner(if different) 4.Date 5.Signature of Representative(if any) 6.Date 1 For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. ' Other: If the applicant has checked the"yes" box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. i wpaform3.doc•rev.04/08/09 Page 8 of 8 � —. 1 I C ra � Jr ( � Lob ter r ���t%i� fJl 1 A.•— `� - _ Neck e a`\ 'Sdt ` ` ] r O G 1 n,.7' o .i•. Ju rpe� °tet � y#( < a ,.y_ar. •.�• f � ��i •-•' ,, `I`_ r _k I , Gb , "°� } ,° rl �...c • °�S `�� ' it n _ , Protect o=. #f�1.7d 5 r' / .�y � :G _ .� 1� r. 4 r N.®®. 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F gy v �A N k i -w f i � 1 y North River qekt yF - 0.l , II r1! .. $ Y ♦�y1 a , � �a s y 6 T Y. y 454- T I f <4r F=its i ,�Ff p ✓s 't .,5yt. f�`�'kt .4 d 4 h� 1 r. e � 4{;: Y � '4 LX- iwX _ �� ! ank 14'D� }' ♦i}f,l'rjl .i 4.Ny fr Aa- k , k�T.Sl.i 1'_1 `i�s..'. •�.qr....� x-Tj�:. a1. .Y f .F1 � 4 ' Attachment A Project Narrative Attachment A Project Narrative 1.0 Project Summary ' Furlong Park is a waterfront park on Franklin Street in Salem,MA. The park was established in the late 1920's after the site was filled circa 1927 pursuant to Waterway License no. 748 dated December 30, 1926 (see Attachment D). The park is a triangular-shaped parcel bordered to the east and northeast by the North River, to the south by an auto salvage yard, and by Franklin Street and a residential neighborhood to the west. See Figure 1 -Project Location Map and Figure 4- Aerial Photo of Project Site. The park currently includes a Little League baseball field, tot lot,tennis court, basketball court and parking on the street. The City of Salem Planning Department recently received a Parkland Acquisition and Renovation for Communities (PARC) Grant from the Massachusetts Division of Conservation Services (DCS) to renovate the park, stabilize the shoreline and provide a car-top boat launch. Note,shoreline stabilization on this site was previously approved per a 1984 Order of Conditions (DEQE File No. 64-117);however, that work was not undertaken. A copy of that Order is provided in Attachment D. To accomplish the proposed improvements,work will occur on Coastal Bank,within Land Subject to Coastal Storm Flowage,Riverfront Area and the 100-Foot Buffer Zone to Coastal Bank. This Notice of Intent is submitted to receive authorization for park renovations pursuant to the Massachusetts Wetlands Protection Act and the Salem Wetlands Ordinancel. 2.0 Wetland Resource Areas Furlong Park is located on approximately 5.5 acres of land fronting on the North River. Boundaries of the resource areas are depicted on the attached figures and plan sheets,as referenced below.Wetland resources on this site include: im Coastal Bank, ' ■ Land Subject to Coastal Storm Flowage (LSCSF), I ■ Land Subject to Tidal Action,and ■ Riverfront Area (RFA). ' Park renovations and shoreline stabilization will require work in Coastal Bank, LSCSF, and RFA. Below is a summary of the resource areas and how the boundaries were determined for this site. i corn A-1 smaowze r Attachment A Project Description ' 2.1 Coastal Bank Coastal Bank is defined as the "seaward face or side of any elevated landform, other than a coastal dune,which lies at the landward edge of a coastal beach,land subject to ' tidal action,or other wetland"[310 CMR 10.30(2)]. The shoreline contains two distinct bank conditions. Along the northerly portion of the park the shoreline is a rock rip rap slope which is nearly vertical. The southerly half of the shoreline does not contain rock rip rap slope, and in this area the bank is an approximately 6:1 (horizontal:vertical)slope. The top of Coastal Bank was determined pursuant to MassDEP Policy 92-1. hi both cases the top of the bank is below the 100-year flood plain and therefore the top of Coastal Bank was defined as the break in slope where it transitions from a slope steeper than 10:1 to a slope ' shallower than 10:1 (i.e. as depicted in Figure 4 in Policy 92-1). Along the southern shoreline the top of Coastal Bank varies between elevation 6.5 feet and 7.5 feet depending on location;while in the northern section it follows along the top of the rip rap slope. (See Sheet 1 -Existing Conditions Plan). Where not rip rapped,the bank is comprised of granular fill material with exposed debris (e.g. glass,and fragments of metal,pottery,and bituminous pavement) and has an eroded vertical edge along much of this length. The adjacent beach is comprised of the same fill material. Along the rip rapped portion,backfilled material has washed ' out between the rock voids leaving a scoured depression landward of the rip rap face. At the very northerly end of the park, an approximately 30 foot long segment of the rip rap slope is washed out,creating a nearly vertical slope comprised of fill material. 2.2 Land Subject to Coastal Storm Flowage (LSCSF) LSCSF is defined as 'land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm,surge of record or storm of record, whichever is greater" [310 CMR 10.041. The FEMA Flood Insurance Rate Map ' (Figure 3) identifies the limit of 100-year flood plain on the site as elevation 10 feet National Geodetic Vertical Datum of 1929 (NGVD),which correlates to elevation 9.19 feet North Atlantic Vertical Datum of 1988 (NAVD88). ' LSCSF hugs the shoreline throughout much of the site,but includes a majority of the baseball field in the southern portion of the site. 2.3 Riverfront Area (RFA) Riverfront Area is defined "the area of land between a river's mean annual high water ' line and a parallel line measured horizontally. The riverfront area may include or overlap other resource areas or their buffer zones. .... In tidal rivers, the mean annual high-water line is coincident with the mean high water line..."[310 CMR 10.58(2)1. The mean high water line on this site determined to be elevation 4.0 feet NAVD88. This elevation was determined by evaluating several sources including the U.S. Army conn A-2 SMO 13e Attachment A Project Description Corp of Engineers Tidal Profiles,NOAA tide tables to establish tidal range in Salem ' Harbor, and the NOAA 1983-2001 tidal epoch data for Boston Harbor. The 200-foot Riverfront Area extends horizontally from elevation 4 feet, as depicted on Sheet 1, and ' includes the developed park. 3.0 Work Proposed in Resource Areas ' Renovations of Furlong Park will require work in wetland resource areas. Description of work in resource areas is presented below. 3.1 Shoreline Stabilization Stabilization will by definition require work on the Coastal Bank. Two bank treatments are needed to stabilize the park's shoreline-rip rap repair and bank ' stabilization. Rip Rap Repair The northerly portion, approximately 500 linear feet of Coastal Bank is comprised of a rock rip rap slope. Repair of this shoreline segment will involve the work on and adjacent to the Coastal Bank: 1. Excavate soil from the behind (landward) the placed rip rap stones. ' 2. Install geotextile fabric landward of the placed stones. 3. Backfill the void with granular fill material to within the 6 to 12 inches of finish grades. 4. Establish finish grades with loam and seed the area to establish turf;or finish grade for use as a pedestrian path along the shoreline. The conceptual landward park treatment is depicted on Sheet 3 and a typical cross- section of the rip rap repair is shown on Sheet 4. Shoreline Stabilization The southerly portion of the shoreline,approximately 400 linear feet of Coastal Bank, is a sloped granular fill devoid of vegetation. To stabilize this slope this portion of the Coastal Bank,the bank will be graded and stabilized using a modified rip rap slope. This design will use dumped rip rap stone to stabilize the shoreline and incorporate ' planting shelves to add vegetation to the slope. See Sheets 2 and 4 for depiction of the modified rip rap slope. 3.2 Car-Top Boat Launch A car-top boat launch is proposed at the northern end of the park,at the location where about 30 linear feet of placed rip rap has been washed out(see Sheets 3 and 4). ' C A3 ' SM00013a Attachment A Project Description The boat launch will be a series of steps providing access to the shoreline for park ' users with car-top boats (e.g. kayaks and canoes). ' 3.3 Park Renovations Renovation of Furlong Park includes re-orientating and reconstructing the baseball field,replacing the tot lot with a new structure,renovating the tennis court, ' constructing a pedestrian path on the site,providing access points to the water and providing improved parking facilities on Franklin Street i Park design is at a conceptual level as depicted on the plan. These activities will occur in LSCSF and ' RFA and will include placing fill to raise the baseball field above the 100 year flood elevation,other earth work (shaping and grading) to construct the path and renovate the tennis court and tot lot, and landscaping. 4.0 Mitigation Measures 4.1 Shoreline Stabilization and Boat Launch These activities will occur along the shoreline either slightly above mean high water or in the intertidal zone. To minimize turbidity and chance for contamination the following measures will be implemented: ■ Work will occur during the low tide cycle;i.e.work will start at the falling mid-tide through the low tide and end at the rising mid-fide. ■ Work will be conducted in segments so that a construction element will be completed during a single working day, during the low tide cycle. ■ Construction equipment will work from the upland to shape and grade the slope and place materials. 4.2 Park Renovation Construction Period ' ■ Staked silt fence or strawbales will be installed along the down-gradient limit of work to commencement of earth-working activities to prevent the transport of sediment and debris to down gradient wetland resources and to demarcate the limit of work. The silt fence or strawbale barrier will be inspected weekly and after all storm events of%-inch of rain or greater and repaired as needed. The barrier will be left in place until the area is permanently stabilized. A stockpile of 300 linear feet of silt fence will be stored in an easily accessible location for routine maintenance and emergency repairs. Strawbales will be replaced as necessary due to sediment build-up and degradation. ' ■ Stockpiled soils will be enclosed within a line of staked silt fence or strawbales to prevent erosion or siltation into resource areas. The silt fence or strawbale barrier ' will be inspected weekly and after storm events Ih-inch or greater,and repaired as needed. Strawbales will be replaced as necessary due to sediment build-up and degradation. fir, A-4 sm"13. ' Attachment A Project Description ■ Work will proceed as rapidly as possible. Limiting the exposure time of disturbed ' soils to wind and precipitation will minimize the soil erosion and subsequent sedimentation. ' 4.3 Post-Construction Mitigation Measures The following summary of mitigation measures will be implemented to restore any short-term impacts that occur in or adjacent to wetlands. ■ The graded park areas will be seeded to establish a dense turf cover where surfaces ' are not otherwise stabilized (walking path,baseball diamond, tot lot surface). ■ If seeding occurs outside of the growing season,temporary stabilization measures (i.e., ' mulching or erosion control blankets)will be used to prevent erosion until the area can be seeded during the following growing season. ■ The silt fence or hay bale barrier will not be removed until a vegetative cover dense enough ' to prevent erosion is established in the work area. 5.0 Compliance with Performance Standards Work will occur within the following resource areas: ' ■ Coastal Bank ■ Land Subject to Coastal Storm Flowage ' ■ Land Subject to Tidal Action, and ■ Riverfront Area. A review of compliance standards for applicable resource areas is provided below. The performance standard is presented in italic font and the reply in normal type face. Coastal Bank Section 310 CMR 10.30 presents the performance standards for work on or within 100 feet of a Coastal Bank. The work on Coastal Bank is limited to repairing the existing rip rap slope and stabilizing the southerly slope with a modified rip rap slope as described above. The standard is presented below with a response as to how the proposed project complies. ' WHEN A COASTAL BANK IS DETERMINED TO BE SIGNIFICANT TO STORMDAMAGE PREVENTION OR FLOOD CONTROL BECAUSE IT SUPPLIES SEDIMENT TO COASTAL BEACHES, COASTAL DUNES OR BARRIER BEACHES, 310 CMR 10.30(3) through (5) SHALL APPLY: i cm A-5 SM00013a ' Attachment A Project Description Not applicable. This Coastal Bank is comprised of granular urban fill material and is located on the North River in Salem Harbor. The bank is not a sediment source for drown-drift landforms and serves primarily as a buffer to storm waters. ' (3)No new bulkhead,revetment,seawall,groin or other coastal engineering structure shall be permitted on such a coastal bank except that such a coastal engineering structure shall be permitted when required to prevent storm damage to buildings constructed prior to the effective date of 310 CMR 10.21 through 10.37 or constructed pursuant to a Notice of Intent filed prior to the effective date of 310 CMR 10.21 through 10.37(August 10, 1978),including reconstructions of such buildings subsequent to the effective date of 310 CMR 10.21 through 10.37,provided that the following requirements are met: ' Not applicable;modified rip rap slope is not proposed to protect structures. (a)a coastal engineering structure or a modification thereto shall be designed and constructed so as to minimize, using best available measures,adverse effects on adjacent or nearby coastal ' beaches due to changes in wave action,and (b) the applicant demonstrates that no method of protecting the building other than the ' proposed coastal engineering structure is feasible. (c)protective planting designed to reduce erosion may be permitted. 1 (4)Any project on a coastal bank or within 100 feet landward of the top of a coastal bank, other than a structure permitted by 310 CMR 10.30(3),shall not have an adverse effect due to wave action on the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action. Not applicable. Park renovations with 100 feet of Coastal Bank will not have an adverse effect on wave action. (5) The Order of Conditions and the Certificate of Compliance for any new building within 100 feet landward of the top of a coastal bank permitted by the issuing authority under M.G.L. c. 131,§40 shall contain the specific condition:310 CMR 10.30(3),promulgated under M.G.L. c. 131,§40, requires that no coastal engineering structure,such as a bulkhead, revetment,or seawall shall be permitted on an eroding bank at any time in the future to protect the project allowed by this Order of Conditions. Not applicable. ' WHEN A COASTAL BANK IS DETERMINED TO BE SIGNIFICANT TO STORM DAMAGE PREVENTION OR FLOOD CONTROL BECAUSE IT IS A VERTICAL BUFFER TO STORM WATERS, 310 CMR 10.30(6) through(8) SHALL APPLY: cm A-6 SM00013e Attachment A Project Description ' (6)Any project on such a coastal bank or within 100 feet landward of the top of such coastal bank shall have no adverse effects on the stability of the coastal bank. The proposed rip rap repair and the modified rip rap slope are proposed to maintain ' the stability of the Coastal Bank at Furlong Park for the long term. (7) Bulkheads, revetments,seawalls,groins or other coastal engineering structures may be permitted on such a coastal bank except when such bank is significant to storm damage prevention or flood control because it supplies sediment to coastal beaches, coastal dunes,and barrier beaches. Not applicable. (8)Notwithstanding the provisions of 310 CMR 10.30(3) through (7),no project may be permitted which will have any adverse effect on specified habitat sites of rare vertebrate or invertebrate species,as identified by procedures established under 310 CMR 10.37. Not applicable. The project site is not located with an estimated habitat of protected species (see Figure 2—Estimated Habitats Map). Land Subject to Coastal Stone Flowage There are no performance standards for LSCSF,however the guiding principle for ' work in LSCSF to protect the Interests of the Wetlands Protection Act,especially storm damage prevention and flood control. Park renovations and shoreline stabilization within LSCSF will maintain this landform in its current conditions, and therefore will not alter the ability of this landform to protect the Interests compared to current conditions. Land Subject to Tidal Action There are no performance standards for LSTA;however,the guiding principle for work in LSTA to protect the Interests of the Wetlands Protection Act. Shoreline stabilization within LSTA will maintain this landform in its current conditions, and therefore will not alter the ability of this landform to protect the Interests compared to current conditions. Riverfront Area ' An evaluation of performance standards for Riverfront Area found in 310 CMR 10.58 (4) is summarized below. ' (4) General Performance Standard. Where the presumption set forth in 310 CMR 10.58(3) is not overcome, the applicant shall prove by a preponderance of the evidence that there are no practicable and substantially equivalent economic alternatives to the proposed project with less adverse effects on the interests identified in M.G.L. c.131 §40 and that the work, including proposed mitigation,will have no significant adverse impact on the riverfront area to protect the interests identified in M.G.L. c. 131 §40. In the event that the presumption is partially cm A-7 ' SMOM13e ' Attachment A Project Description overcome, the issuing authority shall make a written determination setting forth its grounds in the Order of Conditions and the partial rebuttal shall be taken into account in the application of 310 CMR 10.58(4)(d)1.a. and c.; the issuing authority shall impose conditions in the Order ' that contribute to the protection of interests for which the riverfront area is significant. (a)Protection of Other Resource Areas. The work shall meet the performance standards for all other resource areas within the riverfront area, ... ' See above compliance review for other resource areas. ' (b)Protection of Rare Species. Not applicable. The project site is not located with an estimated habitat of protected ' species (see Figure 2—Estimated Habitats Map). (c)Practicable and Substantially Equivalent Economic Alternatives. There must be no ' practicable and substantially equivalent economic alternative to the proposed project with less adverse effects on the interests identified in M.G.L. c. 131 §40. ' Renovating the existing park facility and integrating a car-top boat launch as well as stabilizing the shoreline represent the most cost-effective alternative to maintain recreational opportunities in the City of Salem. Shoreline stabilization is needed to ' preserve a youth-sized baseball diamond on the site and simultaneously preserve pedestrian access along the shore. Providing a boat launch on existing city-owned property is the most cost effective boat launch option available to the City. 6.0 Conclusion ' The purpose of the Furlong Park Shoreline Stabilization and Park Improvement project is to renovate the existing park facilities for continued the enjoyment by city residents. The design to stabilize the shoreline,provide car-top boat access and ' renovate park facilities was developed to preserve the interests of the Wetlands Protection Act consistent with existing conditions and to improve where possible. It is our opinion the balance of park use and environmental protection is achieved ' through: 1) the use of a modified rip rap slope to provide long-term stabilization and concurrently add bank vegetation;and2) locating the boat launch in a damaged rip rap slope segment. 1 cm A-8 ' SMOMU Attachment B Abutters Notification Information 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 the City Hall Annex 120 Washington Street, Salem,MA 01970 at: 6 pm on April 23,2009 ' To consider a Notice of Intent Of the City of Salem ' For the property located at Furlong Park located at 20 Franklin Street,Map 27 Lot 471 For: Erosion repairs to an existing embankment at the southern end of Furlong Park, creation of a car top ' boat launch, and enhancements and improvements to the park's features located within a Riverfront Area and bordering land subject to flooding. ' This is a joint 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 Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm ' Monday—Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation.Agent at 978-619-5685. 1 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 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 the proper email address. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the 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 1 I , 1 i Attachment C Massachusetts Stormwater Handbook Redevelopment Checklist ' Massachusetts Stormwater Handbook 1 ' Project: Furlong Park Renovations ' Redevelopment Checklist Existing Conditions ' • On-site: For all redevelopment projects,proponents should document existing conditions, including a description of extent of impervious surfaces, soil types, existing land uses with higher potential pollutant loads, and current onsite stormwater management practices. t RESPONSE: See attached Project Plans and Notice of Intent for the description and depiction of existing conditions. • Watershed: Proponents should determine whether the project is located in a watershed or subwatershed,where flooding, low streamflow or poor water quality is an issue. ' The Project Is the project a redevelopment project? • Maintenance and improvement of existing roadways • Development of rehabilitation, expansion or phased project on redeveloped site,or • Remedial stormwater project For non-roadway projects, is any portion of the project outside the definition of redevelopment? ' RESPONSE: This project entails bank stabilization and renovations to an existing park and therefore is best described as a redevelopment ' project. • Development of previously undeveloped area • Increase in impervious surface If a component of the project is not a redevelopment project,the proponent shall use the checklist set ' forth below to document that at a minimum the proposed stormwater management system fully meets each Standard for that component. The proponent shall also document that the proposed stormwater management system meets the requirements of Standard 7 for the remainder of the project. The Stormwater Management Standards The redevelopment checklist reviews compliance with each of the Stormwater Management Standards in ' order. Standard 1: (Untreated discharges) ' Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 1 Stormwater Management Standards fMassachusetts Stormwater Handbook No new Stormwater conveyances(e.g., outfalls) may discharge untreated stormwater directly to or cause erosion in wetlands or waters of the Commonwealth. ' Same rule applies for new developments and redevelopments. Full compliance with Standard I is required for new outfalls. ' • What BMPs are proposed to ensure that all new discharges associated with the discharge are adequately treated? • What BMPs are proposed to ensure that no new discharges cause erosion in wetlands or waters of ' the Commonwealth? • Will the proposed discharge comply with all applicable requirements of the Massachusetts Clean Waters Act and the regulations promulgated thereunder at 314 CMR 3.00, 314 CMR 4.00 and 314 CMR 5.00? RESPONSE: No new storm water outfalls are proposed. Existing outfalls shall be brought into compliance with Standard 1 to the maximum extent practicable. • Are there any existing discharges associated with the redevelopment project for which new treatment could be provided? • If so,the proponent shall specify the Stormwater BMP retrofit measures that have been considered to ensure that the discharges are adequately treated and indicate the reasons for adopting or rejecting those measures. (See Section entitled"Retrofit of Existing BMPs".) • What BMPs have been considered to prevent erosion from existing stormwater discharges? RESPONSE: The City of Salem is not proposing any improvements to existing outfalls or construction of any new outfalls as part of this project. Standard 2: (Peak rate control and flood prevention) Stormwater management systems must be designed so that post-development peak discharge rates do not exceed pre-development peak discharge rates. This Standard may be waived for land subject to coastal storm flowage. Full compliance for any component that is not a redevelopment Compliance to the Maximum Extent Practicable: • Does the redevelopment design meet Standard 2, comparing post-development to pre- development conditions? RESPONSE: Standard waived since work is in land subject to coastal storm flowage. • If not, the applicant shall document an analysis of alternative approaches for meeting the Standard. (See Menu of Strategies to Reduce Runoff and Peak Flows and/or Increase Recharge Menu included at the end of this chapter.) ' Improvement of existing conditions: • Does the project reduce the volume and/or rate of runoff to less than current estimated conditions? Has the applicant considered all the alternatives for reducing the volume and/or rate of runoff from the site? (See Menu.) Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 2 Stormwater Management Standards Massachusetts Stormwater Handbook '� • Is the project located within a watershed subject to damage by flooding during the 2-year or 10- year 24-hour storm event? If so, does the project design provide for attenuation of the 2-year and 10-year 24-hour storm event to less than current estimated conditions? Have measures been implemented to reduce the volume of runoff from the site resulting from the 2 year or 10 year 24 hour storm event? (See Menu.) • Is the project located adjacent to a water body or watercourse subject to adverse impacts from flooding during the 100-year 24-hour storm event? If so, are portions of the site available to increase flood storage adjacent to existing Bordering Land Subject to Flooding(BLSF)? • Have measures been implemented to attenuate peak rates of discharge during the 100-year 24- hour storm event to less than the peak rates under current estimated conditions? Have measures been implemented to reduce the volume of runoff from the site resulting from the 100-year 24- hour storm event? (See Menu.) RESPONSE: The project does not include the installation of a new storm water management system or improvements to existing storm water management systems. iStandard 3: (Recharge to Ground water) !! Loss of annual recharge to ground water shall be eliminated or minimized through the use of infiltration measures, including environmentally sensitive site design, low impact development techniques, best management practices, and good operation and maintenance.At a minimum, the 1 annual recharge from the post-development site shall approximate the annual recharge from the pre- development conditions based on soil type. This Standard is met when the Stormwater management system is designed to infiltrate the required recharge volume as determined in accordance with the Massachusettss Stormwater Handbook. Full compliance for any component that is not a redevelopment RESPONSE: As a redevelopment project, there will be no changes in groundwater recharge. Compliance to the Maximum Extent Practicable: • Does the redevelopment design meet Standard 3, comparing post-development to pre- development conditions? • If not,the applicant shall document an analysis of alternative approaches for meeting the Standard? • What soil types are present on the site? Is the site is comprised solely of C and D soils and bedrock at the land surface? • Does the project include sites where recharge is proposed at or adjacent to an area classified as contaminated, sites where contamination has been capped in place, sites that have an Activity and Use Limitation(AUL)that precludes inducing runoff to the groundwater,pursuant to MGL Chapter 21 E and the Massachusetts Contingency Plan 310 CMR 40.0000; sites that are the location of a solid waste landfill as defined in 310 CMR 19.000; or sites where groundwater from �y the recharge location flows directly toward a solid waste landfill or 21E site?, A mounding analysis is needed if a site falls within this category. See Volume 3. Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 3 Stormwater Management Standards Massachusetts Stormwater Handbook • Is the stormwater runoff from a land use with a higher potential pollutant load? • Is the discharge to the ground located within the Zone II or Interim Wellhead Protection Area of a public water supply? • Does the site have an infiltration rate greater than 2.4 inches per hour? Improvements to Existing Conditions: • Does the project increase the required recharge volume over existing(developed)conditions? If so, can the project be redesigned to reduce the required recharge volume by decreasing impervious surfaces(make building higher,put parking under the building,narrower roads, sidewalks on only one side of street, etc.) or using low impact development techniques such as porous pavement? • Is the project located within a basin or sub-basin that has been categorized as under high or medium stress by the Massachusetts Water Resources Commission, or where there is other evidence that there are rivers and streams experiencing low flow problems? If so, have measures been considered to replace the natural recharge lost as a result of the prior development? (See Menu.) • Has the applicant evaluated measures for reducing site runoff? (See Menu.) Standard 4: (80%TSS Removal) Stormwater management systems must be designed to remove 80%of the average annual post- construction load of Total Suspended Solids(TSS). This standard is met when: a. Suitable practices for source control and pollution prevention are identified in a long-term pollution prevention plan and thereafter are implemented and maintained; b. Stormwater BMPs are sized to capture the required water quality volume determined in accordance with the Massachusetts Stormwater Handbook, and c. Pretreatment is provided in accordance with the Massachusetts Stormwater Handbook. Full compliance for any component that is not a redevelopment Full compliance with the long-term pollution plan requirement for new developments and redevelopments. • Has the proponent developed a long-term pollution plan that fully meets the requirements of Standard 4? • Does the pollution prevention plan include the following source control measures? o Street sweeping o Proper management of snow, salt, sand and other deicing chemicals o Proper management of fertilizers,herbicides and pesticides o Stabilization of existing eroding surfaces Compliance to the Maximum Extent Practicable for the other requirements: '� • Does the redevelopment design provide for treatment of all runoff from existing(as well as new) impervious areas to achieve 80%TSS removal? If 80%TSS removal is not achieved,has the stormwater management system been designed to remove TSS to the maximum extent practicable? • Have the proposed stormwater BMPs been properly sized to capture the prescribed runoff volume? '�. o One inch rule applies for discharge • within a Zone II or Interim Wellhead Protection Area, • near or to another critical area, Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 4 Stormwater Management Standards -r Massachusetts Stormwater Handbook • from a land use with a higher potential pollutant load to the ground where the infiltration rate is greater than 2.4 inches per hour • Has adequate pretreatment been proposed? o 44%TSS Removal Pretreatment Requirement applies if: • Stormwater runoff is from a land use with a higher potential pollutant load • Stormwater is discharged • To the ground within the Zone II or Interim Wellhead Protection Area of a Public Water Supply • To the ground with an infiltration rate greater than 2.4 inches per hour • Near or to an Outstanding Resource Water, Special Resource Water, Cold-Water Fishery, Shellfish Growing Area, or Bathing Beach. • If the stormwater BMPs do not meet all the requirements set forth above,the applicant shall document an analysis of alternative approaches for meeting the these requirements. (See Section on Retrofitting Existing BMPs(the"Retrofit Section"). Improvements to Existing Conditions: • Have measures been provided to achieve at least partial compliance with the TSS removal standard? • Have any of the best management practices in the Retrofit Section been considered? • Have any of the following pollution prevention measures been considered? o Reduction or elimination of winter sanding, where safe and prudent to do so o Tighter controls over the application of fertilizers,herbicides, and pesticides o Landscaping that reduces the need for fertilizer, herbicides and pesticides o High frequency sweeping of paved surfaces using vacuum sweepers o Improved catch basin cleaning o Waterfowl control programs • Are there any discharges (new or existing)to impaired waters? If so, see TMDL section. RESPONSE: The project does not include the installation of a new storm water management system or improvements to existing storm water management systems. Standard 5 (Higher Potential Pollutant Loads (HPPL) For land uses with higher potential pollutant loads, source control and pollution prevention shall be implemented in accordance with the Massachusetts Stormwater Handbook to eliminate or reduce the discharge of stormwater runoff from such land uses to the maximum extent practicable. If through source control and/or pollution prevention, all land uses with higher potential pollutant loads cannot be completely protected from exposure to rain, snow,snow melt and stormwater runoff,the proponent shall use the specific stormwater BMPs determined by the Department to be suitable for such use as provided in the Massachusetts Stormwater Handbook. Stormwater discharges from land uses with higher potential pollutant loads shall also comply with the requirements of the Massachusetts Clean Waters Act, M.G.L. c. 21, §§26-53, and the regulations promulgated thereunder at 314 CMR 3.00, 314 CMR 4.00 and 314 CMR 5.00. Full compliance for any component that is not a redevelopment. Full compliance with pollution prevention requirements for new developments and redevelopments. RESPONSE: Not applicable Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 5 Stormwater Management Standards Massachusetts Stormwater Handbook Standard 6 (Critical Areas) Stormwater discharges to a Zone II or Interim Wellhead Protection Area of a public water supply and stormwater discharges near or any other critical area require the use of the specific source control and pollution prevention measures and the specific stormwater best management practices determined by the Department to be suitable for managing discharges to such area, as provided in the Massachusetts Stormwater Handbook. A discharge is near a critical area if there is a strong likelihood of a significant impact occurring to said area, taking into account site-specific factors. Stormwater discharges to Outstanding Resource Waters or Special Resource Waters shall be set back from the receiving water and receive the highest and best practical method of treatment.A "stormwater discharge,"as defined in 314 CMR 3.04(2)(a)1. or(b), to an Outstanding Resource Water or Special Resource Water shall comply with 314 CMR 3.00 and 314 CMR 4.00. Stormwater discharges to a Zone I or Zone A are prohibited unless essential to the operation of the public water supply. Full compliance for component of project that is not a redevelopment Full compliance with pollution prevention requirements for new developments and redevelopments. RESPONSE: Not applicable. Standard 8: (Erosion, Sediment Control) A plan to control construction-related impacts, including erosion sedimentation and otherpollutant sources during construction and land disturbance activities(construction period erosion, sedimentation, and pollution prevention plan), must be developed and implemented. All redevelopment projects shall fully comply with Standard 8. 1 • Has the proponent submitted a construction period erosion, sedimentation and pollution prevention plan that meets the requirements of Standard 8? RESPONSE: Yes, a description of erosion and sedimentation control during construction is in the Notice of Intent. Also note that a primary purpose of the project is to prevent further erosion of the coastal bank. The Contractor will be required to submit a Storm Water Pollution Prevention Plan (SWPPP) as part of the NPDES Permit for Construction Activities. Standard 9: (Operation and Maintenance) A long-term operation and maintenanceplan must be developed and implemented to ensure that stormwater management systems function as designed. 1� All redevelopment projects shall fully comply with Standard 9. • Has the proponent submitted a long-term Operation and Maintenance plan that meets the requirements of Standard 9? RESPONSE: The project does not include the installation of a new storm III water management system. Therefore, no operation and maintenance plan is required. III Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 6 P g Stormwater Management Standards Massachusetts Stormwater Handbook Standard 10 (Illicit Discharges) All illicit discharges to the stormwater management system are prohibited. All redevelopment projects shall fully comply with Standard 10. • Are there any known or suspected illicit discharges to the stormwater management system at the redevelopment project site? RESPONSE: No investigations on illicit discharges in this project area have been completed by the applicant. • Has an illicit connection detection program been implemented using visual screening, dye or smoke testing? RESPONSE: No, an illicit detection program has not been implemented. • Have an Illicit Discharge Compliance Statement and associated site map been submitted verifying that there are no illicit discharges to the stormwater management system at the site? RESPONSE: No, an Illicit Discharge Compliance Statement has not been submitted. Improvements to Existing Conditions: • Once all illicit discharges are removed,has the proponent implemented any measures to prevent additional illicit discharges? i L Volume 2:Technical Guide for Compliance with the Massachusetts Chapter 3 Page 7 Stormwater Management Standards - 1 r Attachment D 1984 NOI/OOC and 1926 Chapter 91 License Form 4 DEOE File No. (To be provided by DEOE) Commonwealth CityrTown Salem of Massachusetts Applicant City of Salem ?;el ' Abbreviated Notice of Intent Massachusetts Wetlands Protection Act, G.L. c. 131, §40 To be used only for projects of minimum impact,as described in the General Instructions for Completing the Notice of Intent. 1.Location: Street Address Franklin Street- Lot Number 27-471 2. Project:TypP2ri, u a 'ons - Description Stabilization — of shoveline to halt erosion. Installation of jngging ria ' 3. Registry:County Essex Current Book 8 Page Certificate(If Registered Land) 4. Applicant:Q=..X of ¢ 1 P1'^^+^8 Dapastmeat Tel. 744-4580 Address: One Salem Green 5. Property Owner: City of Salem Tel. Address: 93 Washington Street 6. Representative: re a rl xCity Planner Tel. 744-4580 Address One Salem Green 7. Have the Conservation Commission and DEOE Regional Office each been sent, by certified mail or hand delivery, 2 copies of comoleted Notice of Intent,with supporting plans and documents? Yes 13 No ❑ 8. Have all obtainable permits,variances and approvals required by local by-law been obtained or applied for?Yes (5 No ❑ Obtained: Applied For: Not Applied For: none applicable — 9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L.c. 131, §40A or G.L. c. 130,§105? Yes ❑ No L1 10. List all plans and supporting documents submitted with this Notice of Intent. Identifying Number/Letter Title/Date Rip-Rap Detail-Franklin Park arng �Jnrtb u;..er . 2 and 3 North Salem Park Tmnrnaemant,-Faanklin Pasi, Gamefield jogging course path 4.1 F 1 � i - _ 6 max. NORTH RIVER RIPRAP DETAIL FRANKLIN PARK ALONG NORTH RIVER_.. r I `*�e41 M+.. 7 Engineers and Environmental Planners .. V `C,S`�P ``e - ----- . 235 West Central Street Natick, Massacbusetts 01760 (o/Z Telephone:(617)651-3401 1 r , /.//////n/ 935-2160 � DATE:�ly 30 1985 ' TOWN: Salem ASSIGNED FILE NO: 63-1_ 1_ 7 The Division of Wetlands is in receipt of an application filed under M.G.L. Chapter 131 , Section 40, the application is in the name of: ' APPLICANT: City of Salem-Planning Department City of Salem OWNER OF LAND' One Salem Green 93 Washington Street Salem, MA Salem, MA PROJECT LOCATION: Franklin Street LOT: 2.7-471 PROJECT T�EW ( ) The application is incomplete. No File Number will be assigned until material checked below is submitted to this Office: ( ) Notice of Intent and Environmental Data Form I ) Plans ( ) Project requires the filing of• a Form 3 (Notice of Intent) rather than Locus Form 4 (Abbreviated Notice of Intent) WATERWAYS REVIEW ( ) Project may require a Chapter 91 License - Project has been referred to Waterways. (x ) Project does not require a Chapter 91 License. ISSUANCE A OF FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMI APPLICATION. TTED, NOT APPROVAL OF THE Very truly yours G!/uz�iar- � William A. Krol , p.E, Deputy Regional Environmental Engineer cc t Con<,r• . rva[1on Cnmmi•,••inn , Salem, MA �, Gerard Kavanaugh, City Planner, One Salem Green, Salem, MA 94 Form 5 DECE Fla No. 64-117 (To be Vov�dad by DECE) ' Commonwealth City/Town Salem of Massachusetts A.,ficam City of Salem Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 From Salem Conservation Commission To City of Salem City of Salem (Name of Applk=tt) (Name of property owner) Address One Salem Green Addrek= City Pa11. Sa]em This Order is issued and delivered as follows: Eby hand delivery to applicant or representative on (date) ❑ by certified mail,return receipt requested on (date) This project is located at The property is recorded at the Registry of Essex Book Page 4 Certificate(if registered) The Notice of Intent for this project was filed on June 18, 1985 (date) The public hearing was closed on June 27, 1985 (date) Findings The Salem Conservation Commission has reviewed the above•feferenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the ' Commission at this time, the Commission . has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): ❑ Public water supply Storm damage prevention ❑ Private water supply ❑ Prevention of pollution ❑ Gr and water supply ❑ Land containing shellfish Flood control ❑ Fisheries 5.1 ' 95 Therefore,the Commission hereby finds that the following conditions are necessary,in accordance with the Performance Standards set forth in the regulations,to protect those inter- Commission orders that all work shall be performed ests checked above.The ' in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fol- lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice of Intent,the conditions shall control. General Conditions 1. Failure to Comply with all conditions stated herein, and with all related statutes and other regulatory mees- ures,shall be deemed cause to revoke or modify this Order. 2. This 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 necess ty of complying with all other applicable federal,state or local statutes,ordinances, by-laws 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) pply(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 and both that date and the special circumstances warranting the extended time period are set forth in this Order. S. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days Prior to the expiration date of the Order. 6. Any rill used in connection with this projectshall be clean fill,containing no trash, refuse,rubbish or de- bris,including but not limited to lumber,bricks,plaster,wire,lath, paper,cardboard,pipe,tires,ashes, refrigerators,motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,if such an appeal has been filed, until all proceedings before the Department have been completed. t 8. No work shall be undertaken until the Final Order 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 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 to be done.The recording information shall be submitted to the r on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size ' bearing the words,"Massachusetts Department of Environmental Quality Engineering, File Number 64-117 10. Where the Department of Environmental Quality Engineering is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all.agency proceedings and hearings before the Department. 1 1. Upon completion of the work described herein,the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12.The work shall conform to the following plans and special conditions: 52 ' 96 Plans: rifle Dated Signed and Stamped by: On File with: Rip Ran Detail Franklin Park 6-21-85 Richard CnrniPTn Conservation Commission along Yorth River i}, ' Horth Salem Park 5-6-85 . Richard Carniero Conservation Commission Improvements - Franklin Park ' Special Conditions(Use addiflonal paper if necessary) 1. Work shall conform to above-referenced plans. 2. Proposed jogging path shall be a minimum of. 10-' from the shoreline. 3. One-foot of fill shall be placed in the area excavated for the 1 proposed jogging path. This fill shall consist of 6" of sand and 6" of bark mulch. 1 � r (Leave Space BlankI I 5.3A 9` Conservation Commission Issued By S e %. Signature S) '� •�' 1 This order must be signed by a majority of the Conservaton Commission. day of i f�Y 19 '--n before me on th<< �-Y1) - ,to me known to he the ,)G---D-,a! Iy appeared person de •bed in and who executed the foregoing instrument and acknowledged that he/she executed the sam as his/her free act and eed- Notary Public My commission expires The applicant,die owner,any person aggrieved try this Order,arry Owner of tend at u,"the land upon which the proposed work Is to of their rigm be done m my ten resident,of the city or town in which went�providing the request oda by certified mull or�thand delivery the o t . of Fm'ronmental Quality Engd 10 ineering to issue a superseding of this Order.A ono)'of iha request shad at the same time be sent by certified tree Department within ten days from the data of iss"ah" MOA or hand delivery to the Conservation Conmomat and the aDplkattt. . ' Detach on dotted ilneand submittc the Salem Conservation C2MMjgS14Il—prior to Fommemcamenl of work Issuing Authonty To Please be advised that the Order of Conditions for the Oroiect a and File Number —has been recorded at the Registry of has been noted in the chain of title of the effected property in accordance with General Condition 8 on 1g__ II recorded land, the instrument number which identifies this transac3on is II registered land,the document number which identifies this transaction is Applicant - Signature 5.4A r r Form WD 54. , ITJ,,ts-8.25 No.2521,1a. r No. 7 4 8. s 1 ' �jjPYPMfl, the City of Salem--------- ------------------ r --------------------- in the County of Essex-------------and Commonwealth aforesaid, ha s applied to the Department of Public Works,Division of Waterways and Public Lands,, forlicenseto fill solid in North River near the junction of orchard, Osborne and Franklin Streets in the city of Salem,------- 1 yI ' and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as required by law, to the Yey or and City Council------ of the city----of Salem----------------------- rXttllt, said Department, Division of Waterways and Public Lands,having heard all parties desiring to be heard,and having fully considered said application,hereby eubjeet-te ihaagpceval•of He(�overarer--and Gaurm ilr authorizes and licenses the said City of Salem-------- subjecttotheprovisionsoftheninety- first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to ' fill solid in North River near the junction of orchard, Osborne and Franklin Streets in the city of Salem, in conformity with the accompanying plan No . 7 4 8. Filling may be extended into tide water to the line narked B-C on said plan, 125 feet easterly from the easterly side line of Franklin street, and the area enclosed by lines A-B-C-D may 1 be filled solid. � - Said city shall construct and maintain a log boom with ' heavy wire mash to prevent the escape of the filling whenever, in the opinion of the Division of 'Waterways and Public Lands, the ' character of the material makes such a boom necessary. This license is granted subject to the laws of the United States, and may be 'modified or revoked by the Division at any time , after notice and hearing, without claim for compensation therefor. ' This license is granted on the express condition that the acceptance hereof shall constitute an agreement thereto by said City, its successors and assigns, that if the whole or any part of the area filled under this license shall be devoted to other 1 than public park purposes, payment fox tide water displaced by ! the work authorized by this license shall be made to the Common- wealth of Massachusetts, the amount to be so paid to be determined by the Department of Public 'Works, Division of Waterways and Public Lands , or its successors in authority i 1 T plan of said work,numbered ---------7 4 8--- --------- is on file in the office of said Department,Division of Waterways and Public Lands,and a duplicate of said plan accompanies this License, and is to be referred to as apart hereof. ThB-nm f 'd aLAr.i'....1nrad by the work h�.yt1; . .,r.i ni,..ii-bB-76GBFta1R2d-by said-8e— ♦ T' F\xI ! - ..rl P..i.l:a I andg.AndFR&d by the Said Hu Form WD 54 ' rpr uta.8.25 No.2521-Ib. and-assignerb"ayipgaRtatko-t+a asur4-ef-ho"ammenavealth cents for each cubic yard so displaced, being the amount her ssessed ' by said Department, Division of Waterways and Public Lands. This License is grant>consideration of the pa a into the treasury of the commonwealth by the said ' for the rights and Priv'eanted in land of said Commonwealth,of the further sum of ho.6aveaaaoraud-Counci4k>be3us��t°itaUt�tk®r®fes. U 1gg_the_an'oar3L-clot®r+tiruted-b3�-t Nothing in this License shall be so construed as to impair the legal rights of any person. ' This License shall be void unless the same and the accompanying plan are recorded within one year from the date hereof, in the Registry of Deeds for the Southern--------- District of the County of ESSEX• . Apt 3U(ttjejw 3049red,said Department of Public Works,Division of Waterways and Public Lands 1 da of December- ------inthe ,I have hereunto set their hands this thirtieth y ' 1 ...._.. .I ear nineteen hundred and twenty- six _ryilli£tm_�'_•...:t"l�ll,iam8--_..............__. Department of Public FI/orks, Division of S._e._$s_B-------e--'-------.._.._- [Faterwapsand Public Lands -iti cha rd_K_Hal a---------------------------- Approved, ------ --.'Ni11� Lliams----------------- G,nuuissia�rr of Public fl�orks. - IIE-EPP�YM�PFV'E b4=I�-EBF -M�rS8nk�641-US-B-'F-T-S- ' Approved- y4he-Governer-a"d-C-6ancil ------ ----------------------------------------- -------- - ----- .E,vwrNi v--a-&--cam etary-.- ' l RQC-4.�'a_5.11�r.._._Secreimp. A true copy. Attest:- -- a "W Bottom;of slope < o d z (D o Top ofproposed bank � u t Y OOU OZ off+ J 3 �. �' z � � �S 3 w o •-, Top ofpresent.pclnK pRANICLiN ST - '� 1 ': ,� „'I w HAYWARDST. to Q o L LLE �� . 0 f4 ❑ : � 0 � Z NO g WR z W �° r i pa Y V FOSTER ST. ' Z ` ) A . ; J ti x Q V �' . 4 Ls T. HENRY C7IL B RT •u FRANKLINS . SA L E Mf —T N(5746 --- PPROVED BYDEPARTMEN'1'oF.PUBLIC WORKS PLAN OF I DIVISIONOFWATERWAYS ANDPUBLICA.ANDS PROPOSED. FILLINq ' OF` I DECEMBER 3o 926 Ef 1 LAN I tf� �i l�� .�4LM1.. 4YIJ�01>1MI06(ONEA OF �'"' KK fPy 1\ PUB41C WonKn f/��� 1p�' I - A650CIgTE ' � ,/ / •"�'�'�f> ;/�.� I�GOMMIB810NER6 i i r 1 r 1 i i i i r ' Attachment E Project Plans 1 r r 1 i ® ' - COI consulting•engineering-construction•operations ®CDM is a registered trademark of Camp Dresser&'McKee Inc - ' COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, NIA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor RECEIVED Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor . JUN 1 7 2009 . Commissioner DEPT. OF PLAI'4NG& C0-kIMU'PJffY DE'i/ELOF491T City of Salem C/o Dwight Dunk CDM, Inc. 1 Cambridge Place 50 Hampshire Street Cambridge,MA 02139 ' RE: File No. JD09-2722 Furlong Park, Salem Dear Mr. Dunk: Enclosed is the Determination of Applicability for the referenced application issued pursuant to Waterways Regulations 310 CMR 9.06. This Determination may be recorded at the Norfolk County Registry of Deeds and a copy will be maintained in the Department files. If you have questions, please contact Alex Strysky in the Waterways Regulation Program at (617) 292- 5616. Sincerely, tA Ben Lynch Program Chief Waterways Regulation Program cc: Salem Conservation Commission This information is avallahle-in alternate format Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service:1-800-298-2207. MassDEP on the Wodd Wide Web: http:llw .mass.gov/dep Printed on Recycled Paper �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK LkN A.BO\i'LES Governor Secretary TIMOTHY P.MURRAY _ LAURIE BURT Lieutenant Governor - . Commissioner WW File No. JD09-2722 Municipality: Salem Determination of Applicability- 310 CMR 9.00 From: Waterways Regulation Program, Issuing Authority To: City of Salem Location of site and Property Owners: 120 Washington Street Salem, MA 01970 City of Salem Tax Assessor's Map/Parcel#24-471 Dwight Dunk CDM,Ina 1 Cambridge Place 50 Hampshire Street Cambridge, MA 02139 This deterniination is issued and delivered as.follows: [] by hand delivery to person making request on (date) [] by certified mail,return receipt requested on (date) Pursuant to 310 CMR 9.06, the Waterways Regulation Program(WRP)has considered your request for a Determination of Applicability and its supporting documentation, and has made the following determination: 0 The Determination is positive:N/A [X ] The Determination is negative: The site contains filled tidelands previously authorized by License No. 748 issued on December 30, 1926. The site is therefore subject to jurisdiction under M.G.L. c.91 and 310 CMR 9.00. Proposed work at the site is shown on two plans submitted with the Request for a Determination of Applicability, on file with the Department: "City of Salem, Massachusetts, Furlong Park Shoreline Stabilization, Grading Layout and Materials Plan"and"City of Salem, Massachusetts, Furlong Park Shoreline Stabilization, Details", both dated April 2009. This information is available to alternate format Call Donald A Gomes,ADA Coordinator at 617-556-1057.TDD Service-1.800-29&2207. MassDEP on the Word Wide Web: http:/Nw .mass.gov/dep Z"J Printed on Recycled Paper - WRP File No. JD09-2722' Page 3 Furlong Park, Salem The work includes renovation/replacement of the baseball diamond, tennis court, and play structure; stabilization of the shoreline, including placement of additional rip rap; construction of a car top boat ramp; installation of walking paths; and renovation of the lawn areas. The Department notes that much of this activity, including renovation of the baseball diamond and lawn areas and repair of the rip rap, is considered a maintenance activity pursuant to 310 CMR 9.22(1) and does not require further approval. The minor rip rap placement, boat ramp, and new walkhig paths, are hereby authorized as a Minor Project Modification pursuant 310 CMR 9.22(3)(b), since they will enhance public benefits and represent an insignificant deviation from the original specifications of the license. Issued by the Waterways Regulation Program. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this day of June in the year two thousand and nine. Ben Lynch Program Chief Department of Environmental Protection This Determination does not refieve the applicant from complying with all other applicable federal, state,or local statutes, ordinances,by-laws or regulations. COMMONWEALTH OF MASSACHUSETTS Suffolk, s.s. On this ,before me, the undersigned notary public, personally appeared proved to me through satisfactory evidence of identification, which was personal knowl�the notary to be the person whose name is signed on the preceding or attached document in my presence. C� Notary Public My commission expires [ WRP File No. JD09-2722 Page 3 Furlong Park, Salem NOTICE OF APPEAL RIGHTS: A)Appeal Riehts and Time Limits This determination is an action of the Department. If you aggrieved by this action you may request an adjudicatory hearing. A request for a hearing must be made in writing and postmarked within twenty-one (21)days of the date this determination was issued. B)Contents of Hearing Request Under 310 CMR 1.01(6)(b),the request must state clearly and concisely state the facts which are the grounds for the request, and relief sought. Additionally,the request must state why the determination is not consistent with applicable laws and regulations. In addition, pursuant to 310 CMR 9.17(3), any notice of claim for an adjudicatory hearing must include the following information: the WRP File Number; name of the applicant and address of the project; the complete name, address,and telephone number of the party filing the request and, if represented by counsel, the name, address and telephone number of the attorney and, if claiming to be a person aggrieved, the specific facts that demonstrate that the party satisfies the definition of"aggrieved person" found in section 9.02; a clear statement that a formal adjudicatory hearing is being requested; a clear and concise statement of the specific objections to the Department's determination, and the relief sought through the adjudicatory hearing; and a statement that a copy of the request has been sent to: the applicant and the municipal official of the city or town where the project is located. The original request and a copy of the check must be sent to: Case Administrator Department of Environmental Protection One Winter Street,2nd Floor Boston,MA 02108 C)Filing Fee and Address The hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection PO Box 4062 Boston,MA 02211 At the same time, pursuant to 310 CMR 9.17 a copy of this appeal shall be sent by certified mail or hand delivery to the applicant, and other parties to this proceeding, if any, and to the municipal official of the city or town where the project is located. The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. D)Exceptions The filing fee is not required if the appellant is a city or town(or municipal agency), county, or district of the Commonwealth of Massachusetts,or a municipal housing authority. E)Waiver The Department may waive the adjudicatory hearing filing fee for a person who shows that paging the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship. ' The Commonweafth of 9lassachusetts Executive Office of Energy and EnvironmentaCAffairs 100 Cambridge Street, Suite 900 Boston, MA 02114 Deval L. Patrick GOVERNOR Timothy P.Murray Tel:(617)626-1000 LIEUTENANT GOVERNOR Fax:(617)626-1181 http://www.mm.gov/envir Ian A.Bowles SECRETARY May 4, 2009 Dwight R. Dunk Camp Dresser & McKee Inc. One Cambridge Place, 50 Hampshire Street Cambridge, MA 02139 Re: Request for Advisory Opinion Furlong Park Shoreline Stabilization and Park Renovation Project— Salem (EEA No. 14234) Dear Mr. Dunk: I am writing in response to your letter dated April 13, 2009 (received on April 14, 2009), in which you requested an advisory opinion as to whether additional review under the Massachusetts Environmental Policy Act (MEPA) is required for the project referenced above. According to your letter, the project includes renovations to the City of Salem's Furlong Park utilizing Division of Conservation Services Parkland Acquisition and Renovation for Communities (PARC) grant monies. The proposed renovations include the following: o Renovate/replace the youth baseball diamond,tennis court and play structure; o Stabilize the eroding shoreline; o Construct a car top boat ramp; o Install walking paths; and O Renovate lawn areas. As noted in your letter, the park is located on filled tidelands (c.91 Waterway License 748, dated December 30, 1926)and the site has been a public park since 1926. Renovations will not result in the change in use of filled tidelands and can be accommodated within the existing filled tidelands. D. Dunk Advisory Opinion 5/4/09 While proposed shoreline work meets the MEPA review threshold for alteration of a Coastal Bank (3 01 CMR I1.03(b)(1)(a)), the specific impacts associated with the shoreline stabilization project were contemplated during the review of the Environmental Notification Form (ENF) review process for the Salem Port Expansion project (EEA No. 14234). This review assumed the use of monies from the Seaport Bond Bill for expansion of the Salem Port. Therefore the use of PARC grant monies to renovate Furlong Park will not change the scope of review conducted by the MEPA office(i.e.jurisdiction remains broad in accordance with the MEPA regulations). I note that the mudflat restoration component of the Furlong Park portion of the project is not proposed at this time. I acknowledge the Proponent's intention to accommodate future mudflat restoration in the design of the shoreline stabilization project, consistent with that presented in the Salem Port ENF. Based on the information you presented in your letter and the initial information incorporated into the ENF for the Salem Port Expansion, I have determined that the project you described at Furlong Park in Salem does not require review under the Massachusetts Environmental Policy Act (MEPA). Therefore, the submission of an Environmental Notification Form (ENF) is not required. Please contact Richard Bourr6, Assistant Director of the MEPA Office, at (617) 626-1130 if you have any additional questions. Sincerely, Alicia McDevitt Assistant Secretary Cc: C. Duques, City of Salem 2 3 t 2 0 0 9 _ PRo �'�-�•,c�R� T'rea�s��_��ICL'-.___ �muw__���_ _ _ _.__—_�.._ R]�5�---.—_.----- - LOT Lill ----- --N �> LLI eq _ 5 E t-a rm� S p ue r_A—S�,Q rs_I►ns_af_ :e__.�U.Ort ---------,.— Lij --------._ _ '► nss-_a p.�r_ax�_tvia-ie�.�-��5�--�hS�h u�aT��-s�e�e�ae+n�_..------- -- --- -�a.�—��_au_�stm�'�v e-s�u_a 3e _��a�►.�v►.���__g.�c�t_e�----- --- --- Fsa��sjhts. P r __.,___�}IBs_��1_►�p�s��JL_.L_�s-s_n�e_��fzcc.�.-------_---- a r ch.— c— si -U,5C c 5-" - IR - -----__--. ._�1�,�s__��s_sg_tu_Z�su_�_"t�a�—a_�t1n•a��_��.t�h__��_._�_��5_h91____�_---- AA �----- -------- 1 !! ^ -- ------- -- -=C or e ts��-�a_w,_�1►�a_nJ_a., _atc a_ off_ o'F� --- ------ -- F u1s��,tt C_R S_A-�-�Ee_��s_r►,__�_e_ls��.c�_t o ------- -- - ----------- r__aP�_►_cj -11-�e Q�cS--arx►e,ler �a_ek�n_S area- --- �op[a �o -__-- — ��►e—t'e_v_et�t-p-ed..�ia_s e�s��..__-t�x�� ,�ee�st'�4. �l�f Rcar�o_Sa�--- ------------ ------ �h_a��►��aby ga .—Pr_o�0 5 a_�__�o�e S-_�jev er a Cto�lC3 h -- -- s► � -- ----- -- c� .1 1 ---------- -----__-1y.d vv,ort T'1-t_c��v_t;__s�dY11ESI�arce a_�t'�►e --- ---- - -- l��h_�Y1 2..5 t�2_�ca•►aS—�al�.__$k�Qor_�t n�a.-- --- _"- � e ----- --- ��,h o�'n�'�'P zrTiC,_4'� C erect•t-� c"'C 1��5-- -- ---------- -- lc�h�etya_T�.on loMn�+► �iov_,-,��s�r�o�c-t�]�_I -------- PlaLc_t� �+�'-_-��'��n_c-�.asa.t�c�-2.v►�_25. csc��,'�e�. --- t --- - -- �ua_Qc_o,1CJanek�_7�3-.�1Ar��er-1n�ora�l_ah th��e -- ---- Par`k.—w_o-u1�.etc a c ev b-w e-_--�vet coan1Z��- - _--- Cz�e� e a� ►c S�� o��ov, a _�e_1_hetSesC►ov► - --- RECEIVED One Cambridge Place,50 Hampshire5treet MAY 1 Cambridge,Massachusetts 02139 2009 tel: 617 452-6000 ea.: 617452-8000 DEFT.Or-PLANUNG If GO',f'i�U1J1TY DEVEEL0FMENT May 8,2009 Salem Conservation Commission c/o Carey R. Duques, Conservation Administrator City Hall Annex 120 Washington Street Salem,MA 01970 Subject: Furlong Park Renovations Project-Additional Information Dear Commission Members: This letter is submitted to provide the additional information requested during the April 23, 2009 public hearing for the above referenced project. According to our notes the topics discussed and for which additional information was requested included the following: 1. Location of the proposed car-top boat launch with regard to traffic and parking concerns; 2. Planting shelf details and plant palette;and 3. History of site filling. Each of these items is addressed below. The location of the car-top boat launch was moved southward from the originally depicted location. This was based o conversations with neighbors and the revised locations helps to minimize potential traffic and parking conflicts that may have occurred at the northerly end of the park. At this revised location, the car-top boat launch was also modified from a ramp and stair structure to a stair structure. At the new location the existing slope is approximately 6:1 (horizontal to vertical). Using stairs with 4 foot deep treads and 6 inch high risers makes the grade transition from the beach to the park with less intrusion into the park. The planting shelf was revised slightly to increase depth of the planting shelf, to approximately nine inches deep. The proposed planting palette was developed using a variety of plant species typically found at the upper margins of salt marshes and on sand dunes. The basis for plant selection was to identify a suite of species exhibiting a variety of habitat preferences /tolerances so that the plants best suited to the conditions present at this site and in the planting shelf will flourish. The following species are proposed for the planting shelf: Additional Info Letter 5-09-2009.doc consulting engineering-construction operations CDM Salem Conservation Commission May 8,2009 Page 2 Salt Marsh Bulrush / Scirpus robustus Sea Lavender / Limonium nashii Seaside Goldenrod / Solidago sempervirens Black Grass /Juncus gerardii Coastal Little Bluestem / Schizachyrium littorale Perennial Saltmarsh Aster / Symphyotrichum tenuifolium Virginia Creeper / Parthenocissus quinquifolia Pursuant to Waterways License No. 748 dated December 30, 1926 filling of tidelands was authorized to construct park land at this location. Visual inspection of the 1893 15-minute quadrangle and the 1944 7.5-minute quadrangle for this location reveals the site was filled between that time period. Comparison of the 1944 quadrangle and the 1949 showed little to no change in the site geometry or elevation. While comparison of the 1949 quadrangle to current quadrangle suggests minor filling to raise the site above the 1944 /1949 elevation and slight re-shaping of the shoreline. Visual inspection of the fill material on the exposed bank and adjacent beach suggests the site was filled with"urban fill"since the material is comprised of granular material,glass,brick,pottery and bituminous fragments and metal debris. Enclosed please find revised copies of Sheets 2 and 4 to document the changes referenced above. Sheet 3,which depicts park renovations,is being prepared by Carol R.Johnson Associates,Inc. and that plan will be submitted under separate cover. Please contact me at(617)452-6601 with any questions regarding this correspondence. We look forward to Thursday evening's site visit and public meeting on this project. Very truly yours, ,/ �' d��J Dwight .Dunk,PWS Principal Scientist Camp Dresser&McKee Inc. cc: K.Winn,City of Salem J. Haendiges,CRJA K.Drake,CDM MassDEP-NERO Additional Into Letter 5-a&2009.doo 1' �v CITY OF SALEM CONSERVATION C OMMISSION STT VTSTT FARM PROJECT LOCATION: 7ofamdi, ,0 /? DATE OF SITE VISIT PROJECT PROPONENT: f DEP FILE NUMBER:— PROPOSED UMBER:PROPOSED WORK: IN ATTENDANCE) Commissio - embers/Agent: Abutters: tzk Applicant/Property Owner/Representative: v SITE VISIT PURPOSE: ❑Request for Determination ❑Abbreviated Notice of Resource Area Delineation XNotice of Intent ❑Certificate of Compliance Enforcement/Violation ❑Emergency ❑ Informal AREAS OF JURISDICTION. INLAND RESOURCE AREAS COASTAL RESOURCE AREAS ❑Bank Land Subject to Coastal ❑Land Under the Ocean ElBordering Vegetated Wetland Storm Flowage El Land Subject to Flooding ElDesignated Port Area ❑Coastal Beach ElLand Under Water Bodies or Waterway El Coastal Dune ❑Barrier Beach Name: 15�coastal Bank E]Rocky Intertidal Shure ,Riverfrunt Area ❑ Salt Marsh ❑ Land Under Salt Pond ❑Vernal Pools ❑ Land Containing ❑Anadromous/Catu- Shellfish dromous Fish Run ❑ Bordering Vegetated Wetland in Coastal Area 120 WASH ING'[ON Sntta�r, Sni.eat, ��Lts,nan.:�isrrs 01970 . Tt':t: 978.715.9595 Re<: 978.740.0404 . wtvw.sAi.t:,w.coa� BUFFER ZONE (within 100-feet) ❑Water Body ❑ Bordering Vegetated Wetland ❑ Bank ❑ Coastal Beach El Coastal Dune INTERESTS PROTECTED: ❑Protection of Water Supply ❑ Protection of Groundwater Supply Flood Control Storm Damage Prevention ❑ Prevention of Pollution ❑Protection of Fisheries ❑ Protection of Wildlife Habitat ❑ Protection of Land Containing Shellfish Is this an exempt project: If so, why? Are resource area boundaries delineated correctly? If not,explain. SITE VISIT DOCUMENTATION. "'+..' ❑Photos ❑ Site Map ❑Other: OBSERVATIONS ..a. a` . .a 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. f (M&fV. -t� 19 tl -,V;v. t'— �"�,�'' 1 _1 cl'rA Ay-e'un "tzi! a kK(ArY Yy rad tAsuw+�- �k K+ +on AL I? RECOMMENDATI NS: COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION NORTHEAST REGIONAL OFFICE 205B LOWELL STREET, WILMINGTON, MA 01887 978-694-3200 DEVAL L.PATRICK Governor IAN A.BOWLES Secretary TIMOTHY P.MURRAY LAURIE BURT' Lieutenant Governor Commissioner DATE: May 8, 2009 Municipality: SALEM (city/town) RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act(M.G.L. c. 131, §40): Applicant: Kathleen Winn Owner: City of Salem Address: 120 Washington Street Address: Salem,MA 01970 LOCUS: Franklin Street This project has been assigned the following file# :NE 064-0489 ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL,NOT APPROVAL OF APPLICATION Although a file# is being issued, please note the following: It is MassDEP's opinion that site is a sediment source. Use plantings and genthle slope for stabilization of portion without preexist rip rap. If you have any questions regarding this letter, please contact: Mr. MICHAEL ABELL C 1(978) 694- 3257 Cc: Conservation Commission: Salem Conservation Commission, 93 Washington Street RECEIVE® MAY 13 2009 DEPT.OF PLAWAG& C010 MITY DEVELOPA ENT This information is available in alternate format.Call Donald M.Gomes,ADA Coordiaatar at 617-556-1057. TDD#1-866-539-7622 or 1-617-574-6868. htto://w .ma s.nov/deo •Fax(978)694-3499 Printed on Recycled Paper RECEIVED ' APR 2 9 2009 One Cambridge Place,50 Hampshire Street - Cambridge,Massachusetts 02139 DEPT.OF Pi RN�IWG& tel: 617452-6000 GOYMUFIIT aVcL0P;AE14T fax: 617 452-8000 ' April 28,2009 ' Waterways Regulation Program Massachusetts Department of Environmental Protection . 1 Winter Street Boston,MA 02108 ' Subject: Furlong Park Shoreline Stabilization and Park Renovation Project North River,Salem,MA To whom it may concern: On behalf of our client,the City of Salem(the City),Camp Dresser&McKee Inc. (CDM) herewith submits a Request for Determination of Applicability (RDA)pursuant to the Water Ways Regulation (310 CMR 9.00 et seq.)to determine if the proposed work is subject to M.G.L. Ch. 91. The City is proposing to renovate the existing Furlong Park,stabilize the eroding shoreline and construct a "car top boat"ramp to improve recreational access to the North River. It is our opinion that the proposed shoreline stabilization,car top boat ramp and park renovations do not require a Chapter 91 Waterways License for the following reasons. Tidelands were filled on this site pursuant to License No. 748 dated December 30, 1926. The site has been used as a City park since the 1920's and the park renovation will not change the use of filled tidelands (310 CMR 9.05). The proposed shoreline stabilization and the limit of the car top boat ramp will be designed to remain above (landward) the limit of mean high water (el. 4.72 feet NGVD; el. 3.93 feet NAVD 88) and therefore should remain outside of Ch. 91 jurisdiction (310 CMR 9.04). ' Rip rap shoreline stabilization was previously proposed in 1984 (DEQE File No. 64-117) and the DEQE determined at that time that a Ch. 91 License was not needed. That work, although ' approved,was not implemented. The current proposal involves essentially the same stabilization work. Lastly,the proposed shoreline stabilization was identified in the Environmental Notification Form Supplement (EDEA No. 14234,dated April 15,2008) as part of mud flat mitigation for the harbor dredging. The mud flat mitigation is not proposed at this time,however,the I shoreline work is. The Massachusetts Environmental Policy Act Unit(MEPA)Certificate on that ENF does not require filing an Environmental Impact Report(EIR) for that project. We consulting.engineering.construction.operations CDM Massachusetts Dept. of Environmental Protection April 28,2009 ' Page 2 presume the Massachusetts Department of Environmental Protection(MassDEP)reviewed the ENF and ENF Supplement and is familiar with the proposed shoreline work. Enclosed with this letter are the following to support this RDA: ■ BRP WW04 Request for Determination of Applicability Form ■ Figure 1 -Project Location Map ■ Figure 2-Estimated Habitats map ' ■ Figure 3-Flood Insurance rate Map ■ Figure 4-Aerial Photo of Project Site ■ Attachment 1 -Project Narrative ■ Attachment 2-Ch. 91 License 748, dated December 30, 1926 ■ Attachment 3-Order of Conditions and DEQE File No.Form (No. 64-117) ' r Attachment 4-Site Photographs ■ Sheet 1 -Existing Conditions Plan ■ Sheet 2-Grading Layout and Materials Plan ■ Sheet 4-Details Please provide your written response to this request at your earliest convenience. The park renovations are funded by a Division of Conservation Services PARC grant and therefore the City needs to adhere to the project schedule to preserve state funding. Please contact me at ' (617)452-6601 with questions regarding this RDA or to schedule a site visit. Thank you in advance for your cooperation on this matter. 1 Very truly yours, Up Dwight R. Dunk,PWS Principal Scientist Camp Dresser&McKee Inc. ' cc: C. Duques,City of Salem L. Gove,CDM Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Waterways BRP WW 04 Request for Determination of Transmittal Number Applicability ' Request for Determination of Applicability Important:When I, the undersigned, hereby request that the Department of Environmental Protection make a determination ' filling out forms as to whether MGL Chapter 91, the Public Waterfront Act, and the regulations implementing that Act, 310 on the computer, CMR 9.00, resent) apply to the area of land, water, or activity thereon described below. use only the tab presently PP Y Y key to move your cursor-do not '. use the return key. _ ) 1. Applicant: CDM, Inc. (Contact: Dwight R. Dunk) on behalf of the City of Salem Name 1 Cambridge Place/50 hampshire Street Mailing Address Cambridge Middlesex MA 02139 Cityrrown County State Zip Code (617) 452-6601 Day Telephone# 2. Property Information (all information must be provided): City of Salem Owner Name(if different from applicant) 24-471 Tax Assessor's Map and Parcel Numbers 120 Washington Street Salem Location(street address) Cityrrown Essex 01970 70- 53' 51" 42-31'40" County Zip Code Longitude Latitude 3. Name of the water body: North River(Salem Harbor) 4. Summary of the Project/Activity: Shoreline stabilization and park renovation project ' 5. Detailed description of existing and/or proposed fill, structure, dredging or uses(s) (attach additional paper, if necessary and see#6 for plan requirements): The City of Salem proposes to stabilize the existing shoreline, construct a "cat top boat' ramp and renovate Furlong Park located on filled tidelands on the North River, See Attachment 1 for additional information. ww04.doc-Rev.09/06 Request for Determination of Applicability•Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways ' BRP WW 04 Request for Determination of Transmittal Number Applicability 1 Request for Determination of Applicability (Cont.) 6. Attached is a plan or plans showing: ' a. an appropriately scaled site location map; b. references to any previous Chapter 91 licenses, permits or other authorizations for existing structures, fill, or dredging at the site, including the license number(s) and the date(s)the license(s) was recorded at the Registry of Deed or Land Court; c. appropriately scaled principal dimensions and elevations of proposed and existing fill, structures, or dredging in waterways; d. any historic dredging, filling, or impoundment at the site; and e. a delineation of the present high and low water marks, and the historic high and low water marks. Please note the source information for all items provided in Section 6. 1 7. At the same time that this request was submitted to the Department of Environmental Protection, I submitted copies of it to all persons identified in 310 CMR 9.13(1)(a), and have attached their names and addresses to this form. 8. 1 understand that the Department of Environmental Protection may, at its discretion, require that a public hearing be held and that a newspaper notice be published at my expense regarding this request. 9. 1 understand that any person may submit written comments to the Department of Environmental Protection on this request within twenty-one (21) days of the date the request is received by the Department or the newspaper notification date, if applicable. I hereby certify under the pains and penalties of perjury that the foregoing statements, information and accompanying material are true andyIete to the best of my knowledge. A a ssgn re 1Dwight R. Dunk Applicant's Name i I� 1 i � 1 ww04.doc-Rev.09/06 Request for Determination of Applicability•Page 2 of 2 i X15 � • � � 6� ' i A-w Lek Op MIA g, Epht -son ti> .rn i PiCkolog \ � � dam•/ u , . � E�//�y� `y�(/;/. v� .�—j. ��,• �.� ON a0i IN ��, •:: "mss�^diX. C �'" ��� �• : _•e�� - �_ 1 111 111 • • • .• • • - • • • - x j'• r `•..,• / � .,., `.�,jy ,� .ft�" �„ ' � — — � ` ^. t �„— .-F-.—r—�.�..--ter., �►� � ,r � S � � � I psi fG•� N *��, .,�;�_ �;1 L.• t• : ®.. �� '� �� �iJ � �?? v� -int h�. 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I„ ai �4 y�i� °: c �r<•t C..r: F} .;< cs 4�� r;�n� � .'� �4��Lr z 1 � y,� ,�.r�, Rarc z Pri.rilyflabliat or RareSpecift Pribrily It bitat of Rare Species and also Estimated Ilabitat of RATE r r '�nih>n, "i. +..� ,+;h ,yd p`f@r�' � '�fr'•t y � T� � �rk ,,.aar •' .v ✓ itx.,;. tay.+�,"'�; ' fit ry �� Ii1 , "} rM, < v "'•{K^�7s n w } n y.. .. :'.i_4lAr ' }.% i•, `.'n �:• 4" �% s E' '" r iso e- // i� !rte !v,''•��.tr' A�. . >`� -:'r.. ,.�I.ter': ��ja ,,:_.a�T}'\'. :,� y, ,rVG!.S4 y"G�i 1 • E �P�� ZONE A2 =x fEL to) North Sr PO `.6FT\ ' f \� CEMETERY j x�M%+ge RM I it <q C MOT rgFFr l/ . P BVq °qC Ffq 90 � �S.rFgq / h 4 O S qEe L - 9��0 ZONE C ` 4 I B 9y sr J( Project APWW 0,'; Location \ \ r 2Ogrq F 9FFr/ `� W4 '1 �.. qFy UW yys PaW 5 t Srq ZONE (ELIoA2 FFr me N9 40 3}A 9 4 Na t =e. b p A - RM 5 500 0 500 1H ¢ —rHeEApproximate Scale (J s - ➢ �NEE� 1 1��� ' Source: FEMA Flood Insurance Rate Map Fudong Park Shoreline Stabilization and Park Renovation Project Community Panel 250102 0001 B North River, Salem, Massachusetts Figure 3 cm Flood Insurance Rate Map �� Av y�� 4 s��y fit: F s i ! _ n ' North River � i •�" � . OIL 4� 'IV r F6S'� FR 'M .F7 � i�. *i.A{ a •n. i �, � i'i ' �'IV z r .I1. 1 M1 i rd Ir rft /� 1 :r i + .w♦ i' ASL ,k ( � At It Ll !a „� + �^0 ��.� �«'�' '•�°•/ .t� motif:7'i��. z f ff r �i�: •M `,`��` �� c.' ' � .w.! ra v yY Via. � \ • Attachment A Project Narrative ' Attachment 1 Project Narrative Existing Conditions Furlong Park is a 5.5 acre neighborhood park on the North River in Salem, Massachusetts. The park is bordered to the north and west by residential neighborhoods,to the south by an auto salvage yard and the North River to the east. This park has been a designated City park since 1926. ' Currently,Furlong Park amenities include: one youth league baseball diamond,one basket ball court,one tennis court and a play structure. The remainder of the park provides passive recreation..The shoreline is approximately 1,000 feet long, a little more than half of the shoreline is comprised of stone rip rap and the remainder is a soil slope. Much of the soil shoreline portion is eroding. See attached Existing Conditions Site Plan,aerial photograph and site photographs. Proposed Activities The City of Salem recently received a Division of Conservation Services Parkland ' Acquisition and Renovation for Communities (PARC) grant for park renovations. The proposed renovations include the following: ■ Renovate/replace of the youth baseball diamond,tennis court,and play structure; ' ■ Stabilize the eroding shoreline; ■ Construct a car top boat ramp; ■ Install walking paths;and ■ Renovate lawn areas. The park is located on filled tidelands (Ch. 91 Waterway License 748, dated December 30, 1926) and the site has been used as a public park since that time. Therefore ' renovations will not result in the change in use of filled tidelands. Shoreline stabilization will involve two different treatments. Along the northerly half of the site, the existing stone lined bank,the stone protection will be rehabilitated to ensure the rip rap remains stabile for the long-term,see Sheet 4 for the typical rip rap repair detail. Along the southerly portion of the site,existing soil slope, the proposed ' treatment is a modified stone rip rap slope. This design will use dumped rip rap stone to stabilize the shoreline and incorporate a planting shelf to add vegetation to the slope. See Sheet 4 for the typical slope stabilization detail. This will be designed to remain above(landward) of the mean high water line. A car-top boat launch is proposed at the northern end of the park,at the location ' where about 30 linear feet of placed rip rap has been washed out(see Sheets 2 and 4). The boat launch will be a combination of a sloped ramp approximately 42 feet long with 4 foot deep and 5 inch high steps to access the shoreline with car-top boats,e.g. ' cm and canoes). c 1-1 1 1 1 i 1 1 1 ° r 1 1 1 1 1 Attachment B r Ch. 91 License 748 r r r 1 Form WD 54. 1 Ih1,,t,-8.25 No.25211a. 1 1 No. 7 4 8. 1 1 Ujtjrret1n, the City of Salem--------- ---------------------- -; in the County of EsseX-------------and Commonwealth aforesaid, ha s applied to the Department of Public Works, Division of Waterways and Public Lands,, ' forlicenseto fill solid in North River near the junction of Orchard, Osborne and Franklin Streets in the city of S810m,------- 1 and has submitted plans of the same; and whereas due notice of said application, and of the time 1 and place fixed for a hearing thereon,has been given, as required by law, to the UELY Or and- City Council------ of the pity---- Of Salem------------------- --, , NQltt, said Department, Division of Waterways and Public Lands,having heard all parties desiring to be heard,and having fully considered said application,herebyreubjeet to bhea�prava{of tt+eGoverfler-a11d i -------------- 6ouasib authorizes and licenses the said City Of Salem--------- ' -------------------------------------- ,subject to the provisions of the ninety- first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to 1 fill solid in North River near the junction Of Orchard, Osborne and Franklin Streets in the city of Salem, in conformity with 1 the accompanying plan No. 7 4 8. Filling may be extended into tide water to the line marked B-C on said plan, 125 feet easterly from the easterly side line 1 of Franklin Street, and the area enclosed by lines A-B-C-D may i I be filled solid. ' Said city shall construct and maintain a log boom with ' heavy wire mash to prevent the escape of the filling whenever, in the opinion of the Division of 'Waterways and Public Lands, the ' character of the material makes such a boom necessary. This license is granted subject to the laws of the United States, and may be -modified 'or revoked by the Division at any time, after notice and hearing, without claim for compensation ' therefor. ' This license is granted on the express condition that the acceptance hereof shall constitute an agreement thereto by said ' city, its successors and assigns, that if the whole or any part of the area filled under this license shall be devoted to other than public park purposes, payment fox tide water displaced by the work authorized by this license shall be made to the Common- wealth of Massachusetts, the amount to be so paid to be determined by the Department of Public ''Works , Division of Waterways and Pub lic Lands , or its successors in authority, 1 ' T plan of said work,numbered ---------7 4 a------------- is on file in the officeof said Department,Division of Watenvays and Public Lands,and a duplicate of said plan ' accompanies this License, and is to be referred to as a part hereof. T-11 f.'.70 ♦e. .11�.,le e.i ha.Fh .arl BriZ6d�h�1��9 aiH2d-by sa34De— �aEtA1 •y.i-andR.and-bB}l 6atl., ther4ar shall he made by the said ' 60 1 - - - 7-W 1 Form WD 54 1M1t set,8.25 No.2:21-Ib. 1 and essignslS`Aa3ipg i+itA-tzro treasury efl'�mmenxveal cents for each cubic yard so displaced,being the amount her ssessed by said Department,Division of Waterways and Public Lands. 1 This License is granted in consideration of the pa a into the treasury of the Commonwealth by the said 1 for the rights and pri ' e hereby granted in land of said Commonwealth, of the further sum of d-egaitabto-therefar. 1g aureuatde,,nj W_b, th,ac wmarand-oansiLte b�s�a Nothing in this License shall be so construed as to impair the legal rights of any person. 1 saying plan are recorded within This License shall be void unless the same and tite accomp one year from the date hereof, in the Registry of Deeds for the Southern--------- 1 District of the County of EBS"' 311, 7o'tfttello JU49r rOf,said Department of Public Works,Division of Waterways and Public Lands 1 ` have hereunto set their hands this thirtieth----' day of December 0------in the II - year nineteen hundred and twenty-eix. ---------------------- Department of Public Works, --- Division of rdlate,voaysand -- �---- -' _ - Public Lands 1ti chard..K_Hal a------------------------------- 1 Approved, 'N �1iam..a_.._.N[ilGiams• _--.. .o,e:of pnyr, Works. 1 T•$E-E-&WM-0-PIA*•$-A'Is-T-I4-O_r�'M-,4S64L.G I1-49-B-T T-S 13osr-0Nr------------- 1 Apiweved43Y4h Goveiwev-alid-C'Ot+rtcilr -. Secreta)'. 1 A true COPY. Attest:---------- - 1 • 4 - � + hW , • fir Bottom of slope1(0 4 _ Top ofpropo5ed Jaank ' ' ' `, z °03 zoo a�T JIm uu Od, (q w Top ofpre5ent Owl< ou F-RANlWN ST. v ti O- >Ll< 1 w" HAYWARDST. o Q I o Ew ha pub -p - f o J 'j: Q ,w a0 o �R z > 00aa � xU ON a ° \ FOSTER.ST• Z g ti x ,kx Y Z L T. F"IC- RTS. Q V ib FRANKLINS , ;: SALEM I w + --- NO.748 PLAN OF PPROV� SO BY DF PART M ENT OF PUBLIC WOR K ' DIV I SI ON or WAT CRWAYS AND PUBLIC LA NOS PROPOSED FI LLINq OF : I DtaeMg�R ao ig26 PARK®®A {/ AA, t.; .I„ � �/� �4�.s1 x.FomMle9tnNrRof LANG? & f { PUdLIC woa 9 Sf�LEM, M.�SS. ��ef ��uB� r - l Assecln*E. pq ) ��'�� ICOMM16910N ER$ 2 �e�Le•O( 1�.�/1 La LJ• ����� �'�•.�[ne�,LC - 1 ' Attachment C Order of Conditions No. 64-117 1 ' -9L ' Form 5 DECE Fla No. 64-117 (To be 7ruvWW by DECE) Commonwealth City/To" Salem of Massachusetts Appiic2nt City of Salem ' Order of Conditions ' Massachusetts Wetlands Protection Act G.L. c. 131, §40 From Salem Conservation Commission TO City of Salem City of Salem (Name of Applicant) (Name of property owner) Address One Salem Green Address City Pall . Salem ' Thiss Order is issued and delivered as follows: 0 Eby hand delivery to applicant or representative on (date) ' ❑ by certified mail,return receipt requested on (date) This project is located at The property is recorded at the Registry of Essex Book Page t Certificate(if registered) The Notice of Intent for this project was filed on June 18, 1985 (date) ' The public hearing was closed on June 27, 1985 (date) Findings Salem Conservation Commission The has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the project.Based on the information available to the Commission at this time, the Commission has determined that ' the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the ' Act(check as appropriate): ❑ Public water supply Storm damage prevention ❑ Private water supply ❑ Prevention of pollution ❑❑ GGrr and water supply ❑ Land containing shellfish y' Flood control ❑ Fisheries ' S1 1 ' 95 Therefore,the Commission hereby finds that the following conditions are necessary,in accordance with the Performance Standards set forth in the regulations,to protect those inter- ests checked above.The Commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fol- lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice of Intent,the conditions shall control. General Conditions 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory meas- ures,shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges;4 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, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following appty: t (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 and both that date and the special circumstances warranting ' the extended time period are set forth in this Order. S. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. ' 6. Any rill used in connection with this project shall be clean fill, containing no trash,refuse,rubbish or de- bris,including but not limited to lumber,bricks,plaster,wire, lath, paper,cardboard, pipe,tires,ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,if such an appeal has been filed, until all proceedings before the Department have been completed. t S. No work shall be undertaken until the Final Order 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 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 to be done.The recording information shall be submitted to the r ' on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size ' bearing the words,"Massachusetts Department of Environmental Quality Engineering, File Number 64-117 10. Where the Department of Environmental Quality Engineering is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to ali.agency proceedings and hearings before the Department. ' 1 1. Upon completion of the work described herein,the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12.The work shall conform to the following plans and special conditions: ' 5-2 96 ' Plans: Title Dated Signed and Stamped by: On Fie with: Rip Rap Detail Franklin Park 6-21-85 Richard Carniero Conservation Commission 1 along Forth River - ' Horth Salem Park 5-6-85 Richard Carniero Conservation Commission Improvements - Franklin -Park Special Conditions(Use additional paper H necessary) 1. Work shall conform to above-referenced plans. ' 2. Proposed jogging path shall be a minimum of. 10' from the shoreline. 3. One-foot of fill shall be placed in the area excavated for the ' proposed jogging path. This fill shall consist of 6" of sand and 6" of bark mulch. 1 .......................................................................... ......................................... . . . ........................................................ (Leave Space Blank) 5.3A 97 ' Issued 8y S e Conservation Commission Signature(s) i 1 This Order must be signed by a majority of the Conservation Commission. On tht< day of 19 S before me ,tome known to be the PG•S,*na9y aPPear pen.:on de 'bed in and who executed the foregoing Instrument and acknowledged that he/she executed ' 4Notary as his/her free act and teed. LL ' ublic Mycommission expires TTe applicant,the owner,arty person aggrieved by this order,any Owner of land abutting the land won which the proposed work is to be done or any tan residents of Cha cry or town In which such lend is located ars her notified d then right to request the Department 01 Emmvnmental Quality Engineering to issue a Superseding Order,providing the request Is meds by certified mail or hand delivery to Cie Depw"ent within tan days trorn the date of issuance of Chis Order.A dppy of the request¢fhetl ri tthe same time W sant try cerdfied ' mad or hand delivery to the Conservatiorh Conaruseion and the applkznL 1 Detach en dotted lint and submit to this _Salem Conservation Co Nni SS ion prim to eommenetmanto}work. Issuing Authonty To please be advised that the Order Of Contltiforo tm the project a and Fie Number has been recorded at Che Registry of has been noted in the chain of title of the effected property in accordance with General Condition 8 on II recorded land, the instrument number which identities this transaction is It registered land,the document number which identifies this transaction is Applicant Signature 5.4A � �J �. . ��/ • �,/ i//ii/i iii i- � � ' _I • i ., � 'i��/� // .. /��.1.1i�f'LCC; ; !..,1r�:i!°�S.utPT. // . I/ r t ....r...•. / �/ /////♦I://IIP'!///� .��i/'//!I/' 935-2160 � DATE: �30 1985 TOWN: ASSIGNED FILE NO: 63_117 The Division of Wetlands is in receipt of an application filed under M.G.L. Chapter 131 , Section 40, the application is in the name of: APPLICANT: City of Salem—Planning Department OWNER OF LAND: City of Salem i One Salem Green 93 Washington Street Salem, MA Salem, MA ' PROJECT LOCATION: Franklin Street ' LOT 2.7_471 PROJECT REVIEW ' ( ) The application is incomplete. Nb File ilumber Will be assigned until material checked below is Submitted to this Office: ' ( ) Notice of Intent and Environmental Data Form ( ) Plans ( ) Project requires the filing of. a Form 3 (Notice of intent) rather than ( ) Locus Form 4 (Abbreviated Notice of Intent) WATERWAYS REVIEW � ( ) Project may require a Chapter 91 license - Project has been refer (x ) Project does not require a Chapter 91 License. red to Waterways. 'ISSUANCE A OF FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED. NOT APPROVAL OF THE APPLICATION. ' Very truly yours, . W1111em A. Krol P.E. Deputy Regional Environmental Engineer cc : Conr.r'rvation Couunir. ,inn , Salem, MA Gerard Kavanaugh, City Planner, One Salem Green, Salem, MA I ' Form 4 DEOE File No. (To be provided by DEOE) ( _ Commonwealth Cityrrown Sa l PID ; j of Massachusetts Applicant City of Salem j Abbreviated Notice of Intent Massachusetts Wetlands Protection Act, G.L. c. 131, §40 To be used only for projects of minimum impact,as described in the General Instructions for Completing the Notice of Intent. 1. Location:Street Address Franklin Street Lot Number 27-471 2. Project:Type D,ttr RPnmrntiCn , Description Stabilization 1 of shoveline to halt erosion. Installation of jogging course — 3. Registry:County Essex Current Book &Page Certificate(if Registered Land) 4. Applicant:City of Salem Plnnni+g A-partment Tel, 744-4580 Address: One Salem Green ' 5. Property Owner: City of Salem Tel. Address: 93 Washington Street 6. Representative: Gerard xavanat,gh City Flannef Tel. 744-4580 Address One Salem Green 7. Have the Conservation Commission and DEOE Regional Office each been sent,by certified mail or hand delivery, 2 copies of comDleted Notice of Intent,with supporting plans and documents? Yes 13 No ❑ 8. Have all obtainable permits,variances and approvals required by local by-law been obtained or applied ' for?Yes ® No ❑ Obtained: Applied For: Not Applied For: none applicable 9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L.c. 131, §40A or G.L. ' c. 130,§105? Yes ❑ No Cl 10.List all plans and supporting documents submitted with this Notice of Intent. 1 Identifying Number/Letter Tttle/Date Rip-Rap Detail-Franklin Park aRong North River 2 and 3 North Salem Park Tmnravementc—Franklin Part' Gamefield jogging course path 4-1 1 _ r T z f i 6 maX- NORTH RIVER RIPRAP DETAIL 1I FRANKLIN PARK ALONG NORTH RIVER_. _ r Y l_SL.k.Ab Engineers and Environmental Planners 235 West Central Street Natick, hfassacbusetts 01760 Telephone:(617)651.3401 r r r r r r Attachment D Site Photographs 1 1 r � 1 � ' a 1 � ,:� . � ' 1 , � � � = f ���•' J ' �'t�, r4 °mak'. .� ..a �"'� !�r"'1 .... t 4a �' ^r �P,, m A- ".�^ . �b�'4" .n h. w, t � ,r _�� �. � i � � � �"'.. r. ':fir"� ; . ,. � �-�* ? a- ., ��, •, � �. W Y-t '� �+ M'S �y,, l l� t d�' )'moi • A�. #��-��2'f� '4J:A ��. � 1 1 11 1 1 11'1 1. . 1 . 1 1 � 1 1' .�� 't. •. __ rk .� �' \ '. a &l � � x' v' �, !TQC: P'k �.r "M. t w— 'k' x�� �� . 1� 'y A'� j �ti' ,� .;. 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I C \ t V 1 f�i' e te, tib.' � r r � a o a....S � � �` �a..� � _ "*f �`� `'' � 7" .'sir � ��` Y SY r i � . ��'t'�`?&�� Sr•;S_`' � x"��' ,;y,•�t' < `'.biz w I 4 ..ti�i � 1 1 / 11 1 1 1 1. 1. 1 1. 1 1 1 1" City of Salem, Massachusetts Furlong Park Photo Log tr' t^'£:' u1:-3'��Ni *e� 4 y�4r4� �, ...i Ys 4,�.•;: a 4 3.f ' r Fq'� £ Si # "; ,r•V !`t`.j° \ i\'. 4.J , i' yf' ..:♦ � " Photo 7: Looking northeastduring low1 " .. p1 , :... it 4 3'•`�tv { N N�rN M 3. � � ''1 � t� 4 � •y'� t� l - ` ` Irl y.. • i Photo i: Looking east during low tide T�! ••Fa I 1 � a � I I I Ar Hi\T!c'C L'+= Y 5, R I ' 1 � •s , y t _ „'. 4� y�♦ Y .� :yt1 s. l•iQ+ rayrl i 2i s K,„ r'.ns `vi rarK..w At iia"Z..i,. t .="ata''.. `.tee'" 'i. 1 °. • __ - _ �. - �y�Isi1IWMY4ii1. gol XII • A :w '�i , it' �r� 4 ��.� ql T'�-+"L•c'.�j qY ft;tt 4 � t'G n\�+., '>�C �.�. + ��. Y i' �7�,. ,n„y,.t1 6✓a tr+F. a4♦wt a1x w. .p�t 1r, z-.. 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W \—WOOD E POS y /1ATER FABRIC IS SPECIFIED. ./ GRANITE STEP BOAT LAUNCH MYSALE STAKES DETAIL 4 Y� VMODnM S HAYB.ALES NOT TO SCALE a .l EKIS'ING GROUND R SURFACE bQ OF FLOW CARRY WIRE _ iFABNC WTM SUPPORT DOWN INTO TRENCH P BACKFILL 2 - SEDMIENT FENCE WITH HAYBALES DETAIL1 NOT TO SCALE 4 PROPOSED GRADE EXISTING GRADE EXISTING STONE BANK (HEIGHT VARIES) LOAM/ FILL 3 °Ooo000o000Oo0000o pO GOO OO°°O00°p00 FILTER FABRIC �pOo00ppOo°0o°°f% pOOOQOOO OOOO/�/ GRAVEL BACKFILL P00000000 OODC"\�\\ \ \ \ 1000o0p°0o00° �/ \ EXISTING SUB GRADE 000000000 I00 00000° RIP RAP REPAIR DETAIL 2 NOT TO SCALE a a S'-0' EXISTING SLD E DUMPED RIP RAP (Ztl) VEGETATED SLOPE EL 6.5 ✓ EL 0.0 (�) GEOTE%RLE FILTER FABRIC TOE OF SLOPE / MW!.5 / _ (TYP-) 5 SHORELINE STABILIZATION DETAIL 3 NOT TO SCALE a oEScrvEo xn r CITU OF SALEM,MASSACHUSETTS �v/NA RKUECT NO. 1882-70148 FILE xANE. CSTDTOOO.DWC c.mo�sw CIR CWD k OUNK a.�mmP.Fw.nNa,,.A.s... FURLONG PARK SHORLINE STABILIZATION DETAILS �`Ei M0 @G55 CNK'0 W. D. WNK T14�BEOy 4 REV. MTE DRWN CNIm RENWK$ MPRO.ID er: �� �,w�P�ewaa,�oewAnwa+F� w. wre: RELEASED FOR -IONSTRUCTION I G y s s / 14 370 ASO {{§ R /` .610 32OP !1.680 SO x3233,_ _ 1292 p9 till 6 14 A'2,�O y LOOO - d 16,5 9.240 R7451�i m ^ a -c- c c�F-c Xv 127 Sa rz fix- KLrH SIREE]� _ _ y� FRANK(11N •___�__ i ^D y 0 sn ♦ ���__ - •RA ♦ r 6R G1 aA yyyy RAR r�Y �• ♦ •-• � 1♦„1. i H. 0 00'�x° °10. ° 11.01 ea - _ _ ° L., 1 .-1+76 0 4 0 ° 1 02q - .rp�• Rm 1° Tt _ ��i�` 10. 160 10.6• a 0.]40 �•'' . JO .o I X I 2 g ## I LIB E s o5 9.9f HI0 936 B I 1 r0.ea i io f',lu 90 8.680X 10.840% `!i f Is 8 6.680 X 8.760 x 10.200 ra.D]ax��♦ � lit / 3 IO.J20 *� 1350 's . 10.940 .. 8. ( I. _ .11 \'' loez i.160) \q ( .800% T4 10. 11a0. )0 �W s. 0 0.(Jh � % X 1 .�~ R ( 1 OO 0. I i 88 V ( . ?. 9' I0 9. B /.530X 9 �8770X 1 R 10.4L17 10930.�.440$ 9.9 °0X 8560% B.Jr 8J B.BI 0]5 3 10.530 i 9000x 9.610% \' Ei' i IO.J 848 J 9. _ i J' 90 9.82 ( ' l 2.] 937 9.320% tOO�F V 850 10.720 X J P 9,1 / ./'� ° 9.150% R X 9 9 -2.290% 5 Von ] 8.610% i i9?SQ` O000X 9.II H Fl �: BJSOx \i / 9. 5 OX L _ � II i 1 91�X �/ .460X.520Jr X a.JJOX� /8. ( W( GENERAL NOTES 9.35 �' 8.990 i /B. 000 9'03 YYYYYYYYYYYY 8.990X•/'ffY00x 1. SURVEY ENTITLED 'EXISTING CONDITIONS PIAN FURLONG PARK' AND DATED MARCH 19, 2009 PROVIDED BY 3 pppppp��� T / 5 LEBNC SURVEY ASSOCIATES, MANNERS, MASSACHUSETTS.6.9 la / U .0 2. PLANS REFERENCE MAYO 88. 90 \�/ 8.110 '] OX A e. 13 ) J - 350% 3. CDASTAL BANK IS DETERMINED PURSUANT TO MASSDEP POLICY 92-1 AS THE BREAK OF SLOPE WHERE IT 0 0 TRANSITIONS FROM A SLOPE STEEPER THAN 10:1 TO A SLOPE SRALLOWER THAN 10:1. 8.690 8.6600 4. 100 YEAR FLOOD ELEVATION 9.19 REFERECENCED TO NAVQBB. WHICH CORRELATES TO ELEVATION 10 NGVD 1929 ]] ] x 6J X FIRM HAS BEEN REFERENCED FROM FL000 INSURANCE RATE MAP COMMUNITY PANEL 2MI0200018 DATED MARCH D 8540 (FIRM) - � e I X 9 00 4NA}% 0y 2 X 15, 1977 AND REVISED AUGUST 5, 1985. ] 50 ryr.4 0 5. CONTRACTOR SHALL VERIFY ALL UNDERGROUND U LIMES IMPACTING WORK AND INFORM THE ENGINEER WITHIN 24 HOURS UPON DISCOVERY OF ALL PIPES, CONDUITS, AND INFRASTURCTURE NOT NOTED ON EXISTING CONDRIOSN g 5 .1J ✓ .150 8.0 _2.440% PLAN PRIOR TO CONTINUING WITH EXCAVATION ACTMIIES. 55y $ _ % 0'O 79 B CONTRACTOR SHALL SAIL DTO AT T-BBB-OIG-SAFE (344-1237) FOR NOTIFICATION AND APPROVAL OF X EXCAVATION ACTIVITIES PRIORR TO CONSTRUCTION ACTMTIES. 7.880 8.100 52 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY THROUGNT THE DURATION OF THIS CONTRACT. I X 1.190% a 'J i B. ALL AREAS OUTSIDE ME UMR OF WORK SMALLBE PROTECTED AT ALL TIMES. CONIRALIOR SNAIL MAINTAIN TEMPORARY FENCING ACTING THE UNIT WOR OF WORK UNTIL CONSTRUCTION 5 COMPLETE d 9. PROPERTY AND TOPOGRARHIC INFORMATION IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY UTIUZING BASELINE AND CONTROL POINTS BEFORE COMMENCING CLEARING OR SITE GRADING ACTIVITIES. 0 749 a 10. CONTRACTOR SHOAL BE RESOPONSIBLE TO IDENTIFY AND PROTECT ALL ON-SITE STRUCTURES IDENTIFIED ON THE 5.2e PLANS TO BE RETNNED ON THE SITE THROUGHOUT THE CONTRACT. 2.0/0 11.NO WORK SH UL TAKE PIACE OUTSIDE OF THE UNIT OF WORK AS SHOWN ON THE DRAWINGS WITHOUT "MR 3.39 OOOX ARPROVAL BY THE ENGINEER. SAIF PR P RATION NOTFe. 0.29 X 1. ALL ADJACENT PAVEMENT OR CURBING THAT IS DISTURBED BY THIS CONTRACT SHALL BE PROMPTLY REPAIRED. -2.620% 2. INSTALL SEDIMENTATION BARRIERS PRIOR M COMMENCEMENT OF WORK. 3. INSPECT SEDIMENTATION BARRIERS WEEKLY AND AFTER ALL STORM EVENTS OF M INCH OR GREATER AND REPAIR X l0 xox z AS NEEDED AND AS DIRECTED BY THE ENGINEER. z 4. SEDIMENTATION HARRIERS SHALL REMAIN IN PLACE UNTIL AIl DISTURBED AREAS ARE STABILIZED. 0X Yi 5. ALL VEHICLES EXITING THE SITE SHALL PASS OVER A STABILIZED CONSTRUCTION ENTRANCE. -2.810% 4a a 6. PROVIDE STREET SWEEPING WEEKLY OR AS REQUIRED TO MINIZE TRACKING OF SOILS ONTO CITY STREETS. _2030 X- 8bA 7. WATER SHALL BE APPLIED AS NECESSARY TO PREVENT THE PRODUCTION OF DUST. �g GRADING NOTES: 1. EXCESS EXCAVATED MATERIAL SHALL ONLY BE STOCKPILED OUTSIDE OF THE RIVERFRONT AREA 2. PATHWAY UNITS, CLEARING UNITS, AND LOCATIONS OF SITE FURNISHINGS, ME APPROXIMATE. FINAL LOCATIONS SHALL BE APPROVED BY THE ENGINEER AFTER STAKING BY THE CONTRATOR IN THE FIELD. 3. ALL DISTURBED AREAS NOT COVERED WITH PAVEMENT, SLOPE PROTECTION, OR INFIELD MIX SHALL RECEIVE LOAM AND SEED AS SPECIFIED. 4. ALL AREAS WITHIN THE LIMITS OF GRADING SHALL BE STRIPPED OF TOPSOIL CONTRACTOR SHALL STOCKPILE STRIPPED TOPSOIL IN A MANNER APPROVED BY THE ENGINEER FOR SCREENING AND REUSE ON SITE. TOPSOIL SHALL NOT BE MIXED WITH SUBSOIL 5. ALL AREAS DISTURBED OUTSIDE THE UNIT OF WORK SHALL BE REPAIRED AT THE CONIRATORS EXPENSE IN A MANNER APPROVED BY THE ENGINEER, 6. SLOPE OF PARK PATHS SHAUL BE 5% MAXIMUM LONGTUDINAL AND 2% MAXIMUM CROSS SLOPE EXCEPT AS SHOWN ON THE PLANS. LEGEND: TOP OF COASTAL BANK ..........- UMP OF 100-FOOT RNERFRONT AREA FROM MEAN HIGH WATER: ---•-- ELEVATION 4.0 100-FOOT BUFFER ZONE -••-••-•- - TO COASTAL BANK MEAN HIGH WATER EL- 4.0 100 YEAR ROOD PIAN ________ EL- 9.19 1• 3W IS 0 NI ) QED e.: 1 0 CITY OF SALEM,MASSACHUSETTS FxoiECT No. 1882-70146 C ANN HI- H. WVR w��� FlLE NN2: CIXPLOOO.DWG SKET C.D 9•: N. ORATE cRoss cHx0 9.- D. ouNK •"°'MM11` D' FURLONG PARK SHORLINE STABILIZATION EXISTING CONDITIONS PLAN s EI NO. REV. 'aP"°'rn e, m,.,w..,y.,,A,u.�.N�.,�.•+>. N0. Mn DRNN CHID u.. aTE. APRIL 2009 PERMIT SUBMITTAL - NOT RELEASED FOR CONSTRUCTION I g � a 14.370, of, ad 129 12�� u / h Yai ; YS $ g d 1�, $ 11.000 ` t1C m3 0Z I g12. R?� � 0f< -�.„„ , .._ - `e .. a --�_+o c o_o-_�c • I i; )2) s .f✓ ^ aw�'� r T FRANC 9� � -�s•sa)er � "�+kLrH� _ ._ - r I r)�.°1i ^�—pff - %R yV aR - •TR \ter- a _ I . . �. x — 94 ro 1.01a ° B R. = �i� t0. 10E ^iiI 1128 1 \\\Y d .. nF�r1 0.49 i 9.3 10.84 yy3'9t 9.0 s.se0x e.re0 x. B.EBOX f0.B4o x \�� 1�. )0.070x4 Y'• t0.id0 10.320 i .15 y,IC.\d 1E.930 _ F ;C �, / :'% _..� �• 10. .230 E 8.9018 1 E555 J�\ 1C / ' 10_ J�. 0 6 . / 1 8. Ism X 8 f09 G8 a6 *- 9. 0 <_. . N / - '•• ...10 '�” . J0 vtq 10.i5GX 8. X� .SSOX �*. +8,7I0X S / 10. 0 9.3' y ,nc G79.1 .r r�2.290 _ X ' @II 8.750>. 1 / / \ // \v ` / i^ \ - - // r / 0 i .52410- 1 �I)09D X °�\ AA.c90 �drSIM '' x -� .3 mP-oa cor�iw_. . . ra� 6 9 I€ 8,4 �2 �— iiF / �p D. Bx Y� m � A -� �'� BllFbl �ID1Ti 1 S -2010 .820X x0 X 2Bq 1 1'�JC 15 0 JO Dc:lalm a.: C CITY OF SALEM,MASSACHUSETTS PK u w 1882-7014 aurin er. K. DANS Fid B MWLM.DNO FURLONG PARK SHORLINE STABILIZATION GRADING, LAYOUT, AND MATERIALS PLAN 5XE1 M0 SIEET CM('D 81: Or�C�rbMM Ru.EOIYrpIY.SYY CNOSS CNK'0 9Y: 0. DUNK ID 1 � � .cvnovcD e. 2 R ' MLE D8N11 aem Bowxs wrt. rrni zzflli m"`�1'.•es.�a � =F.+�. PERMIT SUBMITTAL - NOT RELEASED FOR CONSTRUCTION q B C D E F G H I a 3 04 SII N CS 0 O CL N O O N _ O (2) 2nx2n 5i STAKES 1-1/2' E IN GROUND :WIP 4'-0" ANGLE FIRSTOR NYLON (TYP.) STAKE TOWARDD STRAW BALESPREVIOUSLY LAID 89' Mq ED ON THE a BALE CONTOUR SIOFE 6" DEEP CRUSHED STONE 6" WIDE x 1' DEEP 0 TS 7.5 MHW= EL 4.0 o I o 0 IL I I TS .0 I III a o TS 6.5 cli TS 6.0 j t " 8' WIDE GRANITE STEPS � 0 FILTER FABRIC 6 IN. RISER, 2 FT. TREAD I AS SPECIFIED. Tri WOOD ,., . . r POST x SUPPORT NET 12 GAUGE 4- x 4" WIRE HOOKED ONTOFILTER FABRIC AS SPECIFIED. 3 PREFORMED CHANNELS ON f SECURE TO WIRE SUPPORTS GRANITE STEP BOAT LAUNCH o POSTS WITH METAL CLIPS 12"O.C. o HAYBALE STAKES DETAIL 4 NOT TO SCALE 4 j a CONTINUOUS HAYBALES o EXISTING GROUND „ LO EXISTING 4 N DIRECTION OF FLOW -III=1 =1 CARRY WIRE - K 1=1 ANCHOR SUPPORT DOWN FABRIC WITH -j SOIL, TAMP BACKFILL INTO TRENCH -III 6 -I 1=1J1 2 L- y I L-III-T- =1 III-I j x '� III—IN III— III , n E 1=111= -III III-I - WOOD POSTS 8'-0" III-III III-1 -III-I' O.C. MAX. -moi i i=iii=ITi�I ITi I I I_ II SEDMIENT FENCE WITH HAYBALES lz DETAIL 1 NOT TO SCALE 4 EXISTING WATERWAY LIMIT OF RESTORED RIP RAP LOAM AND SEED FINISHED GRADE DUMPED RIP RAP 6" LOAM AND SEED BARRIER FILL EXISTING RIP RAP 3 0 ° °0 ° �I- °°° LIMIT OF EXISTING RUBBLE 0 —III 111=1 —I GEOTEXTILE BARRIER FABRIC TOE OF SLOPE EL. VARIES (SEE NOTES 1 AND 2) EXIST. FINISH GRADE — —III=_ o0°0 — 1=T=III=I o o00 II = GEOTEXTILE FABRIC OVERLAP -ITi--I I __- I =�-1fi=III-III-III-III _I-IIf-I GEOTEXTILE BARRIER FABRIC 12" LAYER BEDDING STONE (1"-3"DIA.) 2' LAYER MIN. STONE (8" DIA. MIN.) EXISTING ROCK TO BE RESET AS SUITABLE, UNDISTURBED, NATURAL REQUIRED AT TOE OF RIP RAP SOIL OR SHAPED SLOPE SLOPE TO CREATE CONTINUOUS STONE TOE. REMOVE EXISTING CONCRETE RUBBLE DELETERIOUS NOTE: DEBRIS RIP RAP REPAIR 1. STAKE TOE OF SLOPE ALONG LENGTH OF TOE. REMOVE AND DISPOSE AFTERDETAIL Z OFACOMPLETED WORKNING BY THEPROYAL ENGINEER NOT TO SCALE 4 2. RETAIN LOCATION OF EXISTING TOE OF SLOPE 4 5'-0" EXISTING SLOPE DUMPED RIP RAP (2:1) VEGETATED SLOPE EL 6. ^I ITfff=T(=1-Il1=III= fff-7fI�IT= Ill- I I-III-I 11=u 1Tf iTf=TTI=11 -I I EL 6.0 �11=1II-III- 1l� __IIII=_I iTf 11 I-1 H -I I I-III-TTI=1 I I-III-III-1If-1Tf=1T1=1T1=. -III=1 I I-I_I I-III-1T_I-1 I I-I�I-1TI-1 I h1TiT111�_=1 I� 6n �I I - I __III (TY'-) - I_Il�_III-111 1-1111 )I F-1—I F GEOTEXTILE FILTER FABRIC - _ 1=1 I i I I f=1 11=111 I- TOE of SLOPE ; -III-11 T iTf=1i1=i =1I1=1 L=1TI=111=T=1 I- 1=1 1=1II - I- 111-11 -T �I I1=11 1TI=1TI=1I 1=1I 11=1 I EL 4sI+ - �I-1 I�'I - 1T�1 ii=i _ II 2 -0 IT_I=1=1 (TYP,) MHW 4.0 :' 111111111111' 5 SHORELINE STABILIZATION DETAIL 3 NOT TO SCALE 4 DESIGNED BY: CITY OF SALEM, MASSACHUSETTS PROJECT NO. 1882-70148 DRAWN BY: H. DAVIS "a FILE NAME: CSTDTOOO.DWG K. DRAKE SHEET CHK'D BY: Camp Dresser&McKeeOne Cambridge Place,50 Hampshire Street 2139 FURLONG PARK SHORLINE STABILIZATION DETAILS SHEET N0. CROSS CHK'D BY: D. DUNK Cambridge,MA 0 Tel:(617)452-600000 APPROVED BY: consulting•engineering•construction•operations N0. Rte' DATE: DATE DRWN CHKD REMARKS APRIL 2009 PERMIT SUBMITTAL - NOT RELEASED FOR CONSTRUCTION A 77 NC7D E F G H N a L o •N L0 a rn 0 0 N t0 H 0 U) ' 1 N i O 0 14.370 o� C5 0 S 0 CL U mZ mcZi Z A �/ 9i^P X ��� oAm w clio"1� 1 .620 3.200= A aw b3.680 0 C wmy ^am / 12.92 �ZAZ - m Iz vZx O la. ? �/ - n= s i 0 ��R 1.2NcyAoo mz`�zcZcZ�r=mo 6I 12.qy I N°of�.oyi uh'a mo?R yoNNo 13.A3m9-0 N ro0 c1 9 0 x iioZx 1 Q 7 .mzz � ' �Yd 'y �'•�..�. •�. 1-2 12. 1 0 A ' c� - F� ('> ro`r C)QHW 7. Co3 9.24off :-- 0 - 10.9 m m-`b wG wG wG wo wo wG wGy R . x o�� a oz°N 12.78 oa 0 9.740 B"cl L.P. -�+ G w w i m m a 11 IM c w 7G -. w w RANKV STREET °2 N FRANKLIN STRE / s 5 5 ' Ti-A i ^C� s -O 1 Oi- °x >' w 9 0 SrCLy X s 11.740 X N_ 1 1. s qq U a S 11 S S S S m \0 V � n n ` n ci n a N e R. .•/ ail•� �o � -.m o • -+m t,rn�x coo nn n cz- s c E m } tr \' • v LO Ao mem ^� CON ONCRETE CURB Urnm O o+ 'ONC RB CONC U CONCRETE CURB RAN. CONC. BERM o w y EET NS. �O _AP ROX/MATE STREET _ _ _ _ GRAVEL/GRASS _ _ _ _ _ GR _ SS _ '_ OHw OH O _ _ B?. CO ' 1 o „A �j� " 2 A -.g�� m. o 0 0 0 0'�oo- m a o�+ va ° 5'' HAl INK p o o .2 0 8 EL�' % 8.90 30t�. �E� �C 10. X 11.01 1 p 4 160 °o x x o 10.740 z x 1 e m m nA o_m . . -1 10. 10.6 11.28 mp �� 1 OX 10.49 R l m x^ 1J(6 270 i c E �$D N I � \ c �J240X �m =; 11. �.• 1 .410 o x m�O�r 9.91 .m aC �• 10. aa�1` e A / m• pz�"o 480 3m 10.84 ro m 9.360 r a J s o 8.580X �Z ° o� ox 10.070X m A 0 10.840 x , n aA� 9.0 8.780X v A- a 8.680 X A c n c o ° a : 0 J m� 5; 10. 140 10.320 0 0� 1 . 150 a 10.930 m o 12 ' a " 8.983 �� 1• / 9. / .X / / < v �N 1 .840X oy 10.42 1 .2300. o pX 81 °� p 1. 160 0.8 \ , �x �oz� 1 .�OOX 10.58 1 / y r �� z�Tr ro ro 9, " Q o 0 0 0 0 .570X m 8.8 g 10. 0 10.930 8.81 0.75 9. 1 8. X •530 X ; 8.710 X I Z"� 10.400 440 10. 150 X 9 Zp X 8.560 X 8 3� 8.73 9.670 X E 0 COAStA, i1' .� Q 10.3 0 N Z 1 9.000 X GCE ov 10.530 c GRas 8.45 /.• 7 0 /---- FFER 90 9.82 6 47 0 I 9.37 9.320X 100 .• �p ° A� 10.720X ,8.�3 _ 21 9. 1 1 x m 320 X 9.915 9. 20 y 59 9.750X r m .8 •/ - -2.29 0.000 9. 11 7 m 8.630X 4F 9. 1�X 9. 15BX z iA 9. 140 - 1 8.�j20 X 8.750 X /' 9�0 x 9. ' SBS - �� j 40 X � / 1 .00 46 9 1�0 X � GENERAL NOTES: 8.69.35 . X 8. �•' 8.940 I 9.03 o p / „ J y 1. SURVEY ENTITLED EXISTING CONDITIONS PLAN FURLONG PARK AND DATED MARCH 19, 2009 PROVIDED BY 3 8. 0 8.990 X / 5,700 X 8. 00 X 5 m LEBLANC SURVEY ASSOCIATES, DANVERS, MASSACHUSETTS. + 6 e /' 7 00 2. PLANS REFERENCE NAVD 88. 8. 110 m a - 0 3. COASTAL BANK IS DETERMINED PURSUANT TO MASSDEP POLICY 92-1 AS THE BREAK OF SLOPE WHERE IT -0.750 X TRANSITIONS FROM A SLOPE STEEPER THAN 10:1 TO A SLOPE SHALLOWER THAN 10:1. 0 0 8.660 �9�3C ° r 7 X /' 4. 100 YEAR FLOOD ELEVATION 9.19 REFERECENCED TO NAVD88, WHICH CORRELATES TO ELEVATION 10 NGVD 1929 \0 8.690 B 7 7d 0 6. 0 0 X /• HAS BEEN REFERENCED FROM FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL 2501020001 B DATED MARCH / m 8.5401 9.40\® �C 4 / �,. a / 15, 1977 AND REVISED AUGUST 5, 1985. �..-..-.. A 5 8.4 -i p p 5. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IMPACTING WORK AND INFORM THE ENGINEER WITHIN 24 oz� 1350 X Guess i HOURS UPON DISCOVERY OF ALL PIPES, CONDUITS, AND INFRASTURCTURE NOT NOTED ON EXISTING CONDITIOSN m °F R 43 3.250 Xm _ _ - PLAN PRIOR TO CONTINUING WITH EXCAVATION ACTIVITIES. / AZT i gyp" / DG� / DAA 0 8.02 a8. X /�/ 70 P�� 2.4 6. CONTRACTOR SHALL CALL DIGSAFE AT 1-888-DIG-SAFE (344-7233) FOR NOTIFICATION AND APPROVAL OF N� 8 0 0.000 0 7 9 °X N��1j ° EXCAVATION ACTIVITIES PRIOR TO CONSTRUCTION ACTIVITIES. 7.880 I 8. 100 jj T .52 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY THROUGHT THE DURATION OF THIS CONTRACT. /' % -2' Z 8. ALL AREAS OUTSIDE THE LIMIT OF WORK SHALL BE PROTECTED AT ALL TIMES. CONTRACTOR SHALL MAINTAIN 7.790 X J. 37 DO TEMPORARY FENCING ALONG THE LIMIT OF WORK UNTIL CONSTRUCTION IS COMPLETE. 7.530 X -2 = 9. PROPERTY AND TOPOGRAPHIC INFORMATION IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY UTILIZING BASELINE 4 + A AND CONTROL POINTS BEFORE COMMENCING CLEARING OR SITE GRADING ACTIVITES. I .47 EDGE �• �•• � '� � � hl 10. CONTRACTOR SHALL BE RESOPONSIBLE TO IDENTIFY AND PROTECT ALL ON-SITE STRUCTURES IDENTIFIED ON THE 7.49Q _ / j PLANS TO BE RETAINED ON THE SITE THROUGHOUT THE CONTRACT. 5.24 "- 11. NO WORK SHALL TAKE PLACE OUTSIDE OF THE LIMIT OF WORK AS SHOWN ON THE DRAWINGS WITHOUT PRIOR ?o -2.010 / APPROVAL BY THE ENGINEER. 3.39 m 0.000 C SITE PREPARATION NOTES: 4 S y / ♦n ' 0.29 Z X / 1. ALL ADJACENT PAVEMENT OR CURBING THAT IS DISTURBED BY THIS CONTRACT SHALL BE PROMPTLY REPAIRED. ?.820�C 2. INSTALL SEDIMENTATION BARRIERS PRIOR TO COMMENCEMENT OF WORK. + _ a 3. INSPECT SEDIMENTATION BARRIERS WEEKLY AND AFTER ALL STORM EVENTS OF % INCH OR GREATER AND REPAIR _ y AS NEEDED AND AS DIRECTED BY THE ENGINEER. 0; 870 z 4. SEDIMENTATION BARRIERS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS ARE STABILIZED. 0 30 X 5. ALL VEHICLES EXITING THE SITE SHALL PASS OVER A STABILIZED CONSTRUCTION ENTRANCE. �_'' 283A�f� / ^� A 6. PROVIDE STREET SWEEPING WEEKLY OR AS REQUIRED TO MINIZE TRACKING OF SOILS ONTO CITY STREETS. _ o O0o A 7. WATER SHALL BE APPLIED AS NECESSARY TO PREVENT THE PRODUCTION OF DUST. -2.030 � ' ;om GRADING NOTES: �A 1. EXCESS EXCAVATED MATERIAL SHALL ONLY BE STOCKPILED OUTSIDE OF THE RIVERFRONT AREA. 2. PATHWAY LIMITS, CLEARING LIMITS, AND LOCATIONS OF SITE FURNISHINGS, ARE APPROXIMATE. FINAL LOCATIONS SHALL BE APPROVED BY THE ENGINEER AFTER STAKING BY THE CONTRATOR IN THE FIELD. 3. ALL DISTURBED AREAS NOT COVERED WITH PAVEMENT, SLOPE PROTECTION, OR INFIELD MIX SHALL RECEIVE LOAM AND SEED AS SPECIFIED. 4. ALL AREAS WITHIN THE: LIMITS OF GRADING SHALL BE STRIPPED OF TOPSOIL. CONTRACTOR SHALL STOCKPILE STRIPPED TOPSOIL IN A MANNER APPROVED BY THE ENGINEER FOR SCREENING AND REUSE ON SITE. TOPSOIL SHALL NOT BE MIXED WITH SUBSOIL. 5. ALL AREAS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL BE REPAIRED AT THE CONTRATORS EXPENSE IN A MANNER APPROVED BY THE ENGINEER. 6. SLOPE OF PARK PATHS SHALL BE 5% MAXIMUM LONGITUDINAL AND 2% MAXIMUM CROSS SLOPE EXCEPT AS SHOWN ON THE PLANS. 5 LEGEND: TOP OF COASTAL BANK -'-'-'- - - LIMIT OF 100-FOOT RIVERFRONT AREA FROM MEAN HIGH WATER: ------- ELEVATION 4.0 100-FOOT BUFFER ZONE - - - - - `-- TO COASTAL BANK ? MEAN HIGH WATER _..-..-.....- EL= 4.0 100 YEAR FLOOD PLAIN ------ EL= 9.19 1" = 30 15 0 30 DESIGNED BY: CITY OF SALEM, MASSACHUSETTS PROJECT NO. 1882-70148 H. DAVIS FILE NAME: CEXPLOOO.DWG DRAWN BY: Camp Dresser 8R McKee FURLONG PARK SHORLINE STABILIZATION EXISTING CONDTIONS PLAN SHEEP NO. SHEEP CHK'D BY: K. DRAKE One Cambridge Place,50 Hampshire Street D. DUNK Cambridge,MA 02139 0 CROSS CHK'D BY: I Tel:(617)452-6000 APPROVED BY: REV' DATE DRWN CHKD REMARKS APRIL 2009 consulting•engineering•construction•operations N0. DATE: PERMIT SUBMITTAL - NOT RELEASED FOR CONSTRUCTION