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64-558 - 50 FORT AVENUE - CONSERVATION COMMISSION S�'sp h..rb(��„o.d l�;�y�(1rR.,i-��olay.w..,,� ��I - �S-�8 ' . ' NERSAB.� UNV-12113 MADE IN USA �SUSTAINABLE ��.� FORFSTRY ��r10%� WITIATNE � . CeNfietlFberSourcinp �T'(��5�� wwm.xfiproB�am.orp � $FbINJ • I ._.._ . .._ .. .,. . . . ... .. . ... .... . .. _ .,. . ... .. ..% 1 �' � �- s _, � � � r � � � -- � ¢ � � � .�:.��,... ..�, . _�y _. . _. :�Y.�..w..e..�...�„�,��_ � �.��:.,,�_.��.,....��_ �___.�_�;��..��.�._u.�.�.�.w.�;___:�_._.�..:�..�,�.:.�. __.yW..�,�. � . Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs � Depar�ment of Environmental Pro�ection One Winter Street Boston, MA o2�os•617-292-550D . �EVAL L.PA7RICK � RIGHARO K.SULLIVAN JR. Govemor . . . ScCrcCdry R�CEBO/E� °��,°ms a�'� �tAY � 1 20i4 I DEPT.�F PLANNSNG 3 South Essex Sewerage District COMtaunurr D�vei-oPr��NT c/o Parsons Brinckerhoff 75 Arlington Street Boston, MA 02116 Attn: Rachei J. Burckardt, P.E. , ` ,�� RE: ISSUANCE OF CHAPTER 97 WATERWAYS LICENSE Waterways License Application No. W13-4008, License No. 13680 Saiem Harbor, Salem/Marblehead, Essex County Dear Licensee, The Department of Environmental Protection hereby issues the above-referenced Waterways license, enclosed, authorizing you to perForm certain activities pursuant to M.G.L. c. 91, the Public � Watertront Act and its regulations 310 CMR 9.00. Anv chanqe in use or aiteration of anv structure or fill not authorized bv this license shall render this Iicense void. This License is not final until all administrative appeal periods from this License have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. The appeal period is for twenty-one (21) days. No work shall be undertaken until the License has become final and 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 RECORDING OF THE LICENSE This License must be recorded at the County Registry of Deeds or, if registered land, with the Land Registration Office wi?hin ciYty (6Q) r�a;�s from !he datP of Iicer.se issuance. !n thA case of recercled land, the License shali also be noted in the Registry's Grantor Index under the name of the owner . of the land upon which the project is located. In the case of the registered land, the License shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the project is located. Failure to record this license within sixtv (60) daVs of the date of issuance will render this license void pursuant to 310 CMR 9.78. A Waterways License Recordation Notice Form has been enclosed for your use in notifying the Department of the recording information for this License. Failure to notifv the Department of the recordinq of this license is a violation of 310 CMR 9.00 and is subiect to enforcement action bv the Department. REQUEST CERTIFICATE OF COAAPLIANCE Pursuant to 310 CMR 9.19, once the proposed project is completed you must file a Request for a Certificate of Compliance form, BRP VWV05, within sixty (60) days of completion but in no event This information is available in alternate format.Call Michelle Waters-Ekanem,Dlversity Director,at 617-T92-5751,TDDp L866-539-7622 or 1-617-574-6868 MassDEP Websile:www.mass.gov/dep � - . Printed on Recycled Paper - RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE , Waterways License Application No. W13-4008, License No. 13680 Salem Harbor, Salem/Marblehead, Essex County later than five (5) years from the License's issuance date. The license for any project for which ' such a request is not filed and certificate issued may be revoked pursuant to 310 CMR 9.26. APPEAL RIGHTS AND TIME LIMITS The following persons shall have the right to an adjudicatory hearing concerning this decision by the Department to grant or deny a license or permit, in accordance with 310 CMR 9.17(1): (a) an applicant who has demonstrated property rights in the lands in question, or which is a public agency; (b) any person aggrieved by the decision of the Department to grant a license or permit who has submitted written comments within the public comment period; (c) ten (10) residents of the Commonwealth who, pursuant to M.G.L. c. 30A, § 10A, have submitted comments within the public comment.period with at least 5 of the 10 residents residing in the municipality(s) in which the license or permitted activity is located. The appeal shall clearly and specifically state the facts and grounds for the appeai and the relief sought, and each appealing resident shall file an affidavit stating the intent to be part of the group and to be represented by its authorized representative; (d) the municipal official in the affected municipality who has submitted written comments within the public comment period; and (e) CZM, for any project identified in 310 CMR 9.13(2) (al for CZM participation or, in an Ocean Sanctuary, if it has filed a notice of participation within the public comment period. A person requesting an adjudicatory hearing must submit a "Notice of Claim" to the Department, with a copy of the MassDEP Transmittal Form and including the detail specified below, within twenty-one (21) days of the date of issuance of this decision. The MassDEP Fee Transmittal Form is available at the following website: http://www.mass.gov/eea/docsldep/service/adr/adjherfm.doa The Notice of Claim must be made in writing and sent by certified mail or hand delivery to: Case Administrator MassDEP One Winter Street, 2nd Floor Boston, MA 02108 A copy of the complete Notice of Claim must be sent at the same time by certified mail or hand delivery to: (1) the applicant, (2) the rnunicipal official of the city or town where the project is located, and (3) the issuing office of the MassDEP, which in this case is located at: MassDEP Waterways Regulation Program One Winter Street, 5�h Floor Boston, MA 02108 The MassDEP Fee Transmittal Form and a valid check payable to the Commonwealth of . Massachusetts in the amount of one hundred dollars ($100) must be mailed to: Mass. Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, Massachusetts 02211 CONTENTS OF APPEAL REQUEST Pursuant to 310 CMR 9.17(3), any Notice of Claim requesting an adjudicatory hearing must include the following information: (a) the MassDEP Waterways Application File Number; (b) the complete name, address, fax number and telephone number of the applicant; (c) the address of the project; RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE , Waterways License Application No. W13-4008, License No. 13680 Salem Harbor, Salem/Marblehead, Essex County (d) the complete name, address, fax number, and telephone number of the party filing the request•and, if represented by counsel, the name, address, fax number, and phone number of the attorney; (e) if claiming to be a person aggrieved, the specific facts that demonstrate that the party satisfies the definition of"aggrieved person"found in 310 CMR 9.02; (� a ciear statement that a formal adjudicatory hearing is being requested; (g) a clear statement of the facts which are the grounds for the proceedings, the specific objections to the MassDEP's written decision, and the relief sought through the adjudicatory , hearing, including specifically the changes desired in the final written decision; and (h) 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. DISMISSAL OF REQUEST The request for appeal will be dismissed if the filing fee is not paid, unless the appellant is exempt or is granted a waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee pursuar,t to 310 CMR 4.06(2) for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. Please feel free to contact David B. Slagle of the Waterways Regutation Program, (617) 654-6520, if you have any questions pertaining to the recording of your Waterways license or Certificate of Compliance. Sincerely, �� Ben Lynch Program Chief Waterways Regulation Program ' cc: Salem, Mayor and City Council Marblehead. Board of selectmen Salem/Marbiehead, Conservation Commissions Salem/Marblehead; Planning Boards , Salem/Marblehead, Harbormasters Ecc: DEP/NE Wetlands File # EOEEA, MEPA Unit File# Enclosure(s) Waterways License # 73680 Notification of Waterways License Recordation form r coNnrr� '�ga^'�'—'�`, r � � c4 is� j�i; CITY OF SALEM �� -��-�� CONSERVATION COMMISSION ��,�. June 10,2016 Alan F. Taubext South Essex Sewerage District 50 Fort Avenue PO Box 989 Salem,MA 01970 Re: Certificate of Compliance—DEP #64-558— SESD Marblehead Pipeline Replacement Dear Mr. Taubert: • ,a Enclosed, please find the Certificate of Compliance for the above refexenced pLoject. This ;� Doctunent must be xecarded at the South Essex County Registry of Deeds, Shetland Paxk, ', 45 Congress Street, Suite 4100, Salem, Massachusetts. Please fill out and xeturn the � Recording Infortnarion on page 3 of the Cexrificate of Compliance,which will indicate to the Consexvarion Commission that the document has been xecarded. If you have any fuxther questions please feel fxee to contact me at (978) 619-5685. Sincexely, Tom De e Conservadon Agent Enclosures CC: DEP Northeast Regional Office '� ;� � Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands DEP File Number: ' WPA Form 8B — Certificate of Compliance 64-558 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 p�ovided by DEP A. Project Information Important: When filling out 1. This Certificate of Compliance is issued to: forms on the computer, use Alan F. Taubert Jr. PE-South Essex Sewerage District only the tab key Name to move your 50 Fort Avenue cursor-do not Mailing Address use the return key. Salem MA 01970 CityRown State Zip Code r� 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: South Essex Sewerage District '�"O" Name 12/13/2013 64-558 Daled DEP File Number 3. The project site is located at: 50 FortAvenue Salem Street Address City/Town 42 98 Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: South Essex Sewerage District Property Owner(if different) South Essex 33346 316 County Book Page , Certifcate 4. A site inspection was made in the presence of the applicant, or the applicanPs agent, I on: I 6/8/2016 Dale wpafrm8b.doc•rev.S129/14 WPA Farm BB,Certifsate of Compliance•Page 1 of 3 f ' Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands DEP File Number: ' WPA Form 8B — Certificate of Compliance 64-558 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 providedbyDEP B. Certification Chec�k�all that apply: �" Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ❑ Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: C. Authorization Issued by: Salem � l Conservation Commission Date of I uance This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office (See htt :/lwww.ma . ov/eeala encies/massde /about/contacts/). Signatures:� ` �� G-�� 1K ��-�� wpaGmeb.doc•rev.5/29114 WPA Fortn 8B,Certi(wte of Compliance•Page 2 of 3 �, Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands DEP File Number. ' WPA Form 8B — Certificate of Compliance 64-558 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. Toc - --- --- - - -- --- - ---- - ---- - - --- - -- -- -- --- - - - --- - -- ----- -- Conservation Commission Please be advised that the Certificate of Compliance for the project at: ' Project Location DEP File Number Has been recorded at the Registry of Deeds of: County for: Property Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpafrm0b.doc•rev.5129/14 WPA Form 80,Cetlifca�e o/Compliance•Page 3 ot 3 . . __._.___...._��_ _.'.___4__._._.__ _.__ _._....v___._ _ , ,4 n'� ;��; CITY OF SALEM �'�,�` CONSERVATION COMMISSION December 13, 2013 Alan Taubert SouCh Essex Sewerage District 50 Fort Avenue i Salem, MA Re: Order of Condirions—DEP#G4-558—Macblehead Pipeline Replacement Dear Mr. Taubert: Enclosed, please find the Order of Conditions for the above-referenced ro'ect. P J Following the ]0-business-day appeal period (as of December 13, 2013), this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (Shetland Pazk 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded, please retum a copy of Pa�e 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 6ours 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, ( Tol� Conservation Age��d Staff Planner Enciosures CC: DEP Northeast Regional Office Rachel Burckardt, Pazsons Brinckerhoff ._ _....___,., ._ • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-558 ��; WPA Form 5 - Order of Conditions �$sDEPFileX f�� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransactionN City/Town A. General Information Pbase no1e: $a�em mis torm nas 1.From: ��eNation Commission been modifled `""'ed°e° z,This issuance is for sPace�o a.�Order of Conditions n.❑Amended Order of Conditions acwmmotlate (ChBCk Of18): Me Negistry or oaeds a.To: Applicant: Requirements Alan Taubert Important: a.First Name b.Last Name When filling South Essex Seweraqe District out fortns on c.Organizatio� �he 50 Fort Avenue computer, d.Maihng Address use ony the tab key to Salem MA 01970 move your e.City/Town f.State cursor•do g.7Jp Cotla not use�ne 4, property Owner(if different from applicant): retum key. _It�'� a.First Name b.Last Name � c.Organizatbn �----- � d.Mailing Address ---- e.City/Town f.State g.Zip Code s. Project Location: 50 Fort Avenue Salem a.Street Atldress b.City/Town 42 gg c.Assessors Map/Plat Number tl.ParceVLot Num6er Latitude and Longitude, if known: d m s d m s tl.tatitude e.Longitude .wyo�ms.aoc• ,�.ovisrzoio Pege 1 0l 12 _ � _ _ _ �.__.._ _ _ . . _ . _ _ ._.. I Massachusetts Department of Environmental Protectlon Provid¢d by Me55DEP: � Bureau of Resource Protection -Wetlands sa-5ss �Y WPA Form 5 - Order of Conditions MassDEPFileN , ,� �'� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# � Ciry/Town A. General Information (cont.) s. Property recorded at the Registry of Deeds tor(attach additional information if more than one parceq: South Essex a.County b.Certfficate Number(if registered land) 2860,3729 261, 35(respectively) c.Book d.Page — �. Dates: 17/27/2013 12/12/2013 12/13/2013 a.Date Notice of Intent Filetl b.Dale Public Headng Closed c.Date W Issuanca e. Final Approved Plans and Other pocuments(attach additional plan or document references as needed): See attached a.Plan Tide b.Prepared By c.Signetl and Stamped by d.Final Revisbn Date e.Scale f.Adtlitional Plan or pocument TRIe g.Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review ot 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 tollowing 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 Su I e. f. � Protection of pp y � Fisheries Wildlife Habitat g. ❑ Groundwater Supply n. � 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 peHormance standards set(orth in the wetlands regulations.This Commission orders that all work shall be pertormed 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(ollowing conditions modify or diifer from the plans, specifications,or other proposals submitted with the Notice oi Intent, these conditions shall control. w0alorm5 nw• rev 05n9�20�0 Paga 2 oi 12 Massachusetts Department of Environmental Protection Provided by MassDEP: \ Bureau of Resource Protection - Wetlands 64-558 � ?�^ MaSsDEP Fle A WPA Form 5 - Order of Conditions �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransacUonq ciry/Town B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the pertormance 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 deacript(on of the performance standards which the proposed work cannot meet is attached to thia 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 descrfption of the specHlc Information which is Iacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6xc). a. ❑ Butfer 2one Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.iinearree2 Inland Resource Area Impaets:Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Afterafion Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b.linearfeet c.linearfeet d.linearfeet s. ❑ Bordering Vegetated W@tland a.square feet b.square teet c.square feet d.square feet s. ❑ Land Under Waterbodies and a.square feet b.square teet c.square feet d.square feet Waterways e.rJy dredged f.dy dredged �. ❑ Bordering Land SUbjeCt to Roodin9 a.square feet b.square leet c.square feet d.square feet Cubic Feet FlOod Storage Q.cubic feet f.cubic feet g.cubic feet h.cubic feet &. ❑ Isolated Land Subject to Flooding a.square teet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f,cubic feet s. ❑ Riverfront Area a.to�ai sq.teet b.tohal sq.feet Sq ft within 100 ft _ c,square feet d.square feet �e.square feet t.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet j.square feet wpaforrtS.tloC• rev.09192010 Page 3 0112 y Massachusetts Department of Environmental Protection Provided by MassDEP: � Bureau of Resource Protection - Wetlands 64-558 Y�_ MassDEP File# -' ,�, WPA Form 5 - Order of Conditions \ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransadion N Ciry/Tovm B. Findings (cont.) ; Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) II Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement io. � Designated Port Indicate size under Land Under the Ocean, below Areas >>. � LandUnderthe 207,600 207,600 OceOn a.square teet b.square feet 19,890 19,890 c.c/y dretlgetl d.Gy dredged i2. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below is. � CoastalBeaches 8,586 8,586 cuvd cuyd a.square feet b.square feet c.nourishment d.nourishmeM �a. ❑ Coastal Dunes cuyd cuvd a.square feet b.square(eet c.nourishment d.nourishment i5. � Coastal Banks 75 75 a.linear teet b.IineaNeet ts. ❑ Rocky Intertidal $hOf2S a.Squafe feet b.square feet 17. ❑ Salt MarShes a.s uare feet b.s uare feet c. q q square feet d.square feet ie. ❑ Land Under Salt . Ponds a.square fset b.square feet c.cty dredgetl d.Gy dredged �s. � Land Containing 80,000 80,000 , Shellfish (estimated) (estimated) c.square feet d.square feec 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean,and/or inland Land Under Waterbodies and Watervvays, above a.rJy dredged b.cty dredged 2�. � Land Subject to 5,800 5,800 C08Stal StOlfil a.square feat b.square teet Flowage wpalorm5.ax• re¢OSt9120t0 Pa9e 4 W i2 � Massachusetts Department of Environmental Protection Providetl by MassDEP: �__ Bureau of Resource Protection - Wetlands 64-558 MassDEP Fle f1 WPA Form 5 — Order of Conditions �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Trensaction k � � atyrrown B. Findings (cont.) �m2.if ine 22 � Restoration/Enhancement': . pmject is for ihe purpose of restoring or a.square feet of BVW b.squa�e feet of salt marsh enhancing a wetland 23. ❑ $tfBaRl CfOSSIII S resource area 9� �� in addkion to the square foofage that a.number of new slream crossings b.number ot replacement stream crossings r�s o�e" C. General Conditions Under Massachusetts Wetlands Protection Act . entered in Section 8.5.c �evw�or The following conditions are only applicable to Approved projects. � B.17.c(salt Marsn)above, � Failure to comply with all conditions stated herein, and with all related statutes and other piease en�er re ulato measures,shall be deemed cause to revoke or modif this Order. the addkional 9 rY . Y amount nere. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion ot private rights. 3. This Order dces not relieve the permittee or any other person ot the necessity ot 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 irom 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 authoriry at least 30 days prior to the expiration date of the Order. 6. It this Order constitutes an Amended Order ot Conditions,this Amended Order of Conditions does not extend the issuance date of the original Final Order ot Conditions and the Order will expire on 12/13/2016 unless extended in writing by the Department. �. 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 ali 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. woer«ms.n«• re�.osnszmo aage s a iz Massachusetts Department of Environmental Protection Provided by MassDEP: � Bureau of Resource Protection - Wetlands 64-558 � MassDEP File# , WPA Form 5 - Order of Conditions �1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# CirylTown C. General Conditfons 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 ior the district in which the land is located, within the chain ot title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registr�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,lhe Final Order shall also be noted on the Land Court Certificate of Title oi the owner of the land upon which the proposed work is done.The recording information shalt be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or,"MassDEP"] "File Number 64-558 " 11. Where the DepaAment 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 SA)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 oi 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 wfth 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 cond'Rioned 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 azea shall be marked by wooden stakes or ilagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. wpafOrmS.eoc• �ev o5/192ot0 P�9e6olt2 Massachusetts Department of Environmental Protection Provided by MassDEP: '��_ Bureau of Resource Protection - Wetlands sa-��8 }; WPA Form 5 - Order of Conditions �ssDEPFIie# !�. Massachusetts Wetlands Protection Act M.G.L. c. 137, §40 eDEP Transaction H cirylTown __. 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 vegelation 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 shail 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"ProjecY')is�i�❑ is not(2)�subJect to the Massachusetts Stormwater Standards. H 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 past-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 conirol sVuctures; ii. as-buift final construction BMP pians 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 ihey are not damaged and that they are in proper working condition; v.any vegetation associated wRh post-construction BMPs is suitably established to withstand erosion. wpabrm5.0uc• rev.05/142010 Peya)oi 12 Massachusetts Department of Environmentai Protection Provided by MassDEP: ; `�._ Bureau of Resource Protection -Wetlands 64-558 � '� WPA Form 5 - Order of Conditions MassDEP Flle# �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transac[ion# — Ciy/Town C. General Conditions Under Massachusetts Wetlands Protection Act (Cont.) c) The landowner is responsible for BMP maintenance until the issuing authority is notiTied that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certiticate oi Compliance, the responsible party(defined in Generai Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("08M Statement)for the Stortnwater BMPs identifying ihe party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan")and certifying the following: i.)the 0&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing tegaf responsibiliry 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 Polfution 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 ihe 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 ORM Plan, and the requirements of the Massachusetts Stormwater Handbook. wpabrm5.tloc• rev OS1i920f0 Pege 8 af t2 Massachusetts Department of Environmental Protectfon ProviAed by MassDEP: Bureau of Resource Protection - Wetlands 64-558 �^ MassDEP Fle# �' �, WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction A city/iown C. General Conditions Under Massachusetts Wetlands Protectlon 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 o(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 parry 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 stortnwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicft 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 authorily. 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 7, Low Impact Development Site Design Credits)shall not be attered without the prior written approval ot the issuing authority. I) 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 wildlite passage. Special Conditions(if you need more space for additional conditions,please attach a text document): wpaloimSAx• rev.OLi92010 , Page9ofl2 :� i Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 6�-�5$ ! �`� MassDEP File N � ,�.. WPA Form 5 - Order of Conditions �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDeP iransaarion p city/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance �. Is a municipal wetlands bylaw or ordinance applicable? ❑ Ves � No z. The hereby finds (check one that applies): � Conservatlon Commission a. ❑that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, spec'rfically: 1.Municipal Ortlinance 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 tinal Order of Conditions is issued. b. ❑that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: 1.Municipal Ordinance or Bylaw 2.Citation s. The Commission orders that all work shall be pertormed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the tollowing 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): See attached wpafam5.tloc• re�.OW192oto Pa9e t0 d 12 � '� Massachusetts Department of Environmental Protection Provided by Ma sDEP: .-. � ' ` � Bureau of Resource Protection - Wetlands C`_'f-.�_ . _. ' ` � � � ! WPA Form 5 - Order of Conditions MassDEPFile# ir�� i Massachusetts Wetiands Protection Act M.G.L. c. 131, §40 eDCEPTransaction#�-- _—/ —• .__UQ��--n. .._.._ ._ Ciryliown E. Signatures Important:Wlien This Order is valid for three years, unless othenvise specified as a special / � filling out forms �� 1 -� on the computer, condition pursuant to General Conditions#4,from the date of issuance. �7.�Dat�of I uance use oniy the tab Please indicate the number of inembers who will sign this torm. ��----..._ _.. ...... key to move your This Order must be signed by a majority of the Conservation Commission. 2.Num er ot Signers � cursor-do not use the return The Order must be mailed by certified mail (return receipt requested)or hand delivered to key. the applicant. A copy must be mailed, hand delivered or flled electronically at the same time � with the appropriate MassDEP Regional Office. �> «, <��Signature . -� -- .. ..._ �_ /EN/I ��_� . . . � ... . .._ . _ .. . .. „. ......_.. ... .. .� ....� -_.. . .. / � / ` i � ... ... _.. _ _ .._...... .._.... ...�._.. . .a.�....�.� � � _. �-. ,s� _ __ . _ ❑ by hand delivery on �by certified mail, retum receipt reque ted, on - -_ �_ _ _..__ . __. . __ __... ._ _��.�'�r3J/`aaT�(3.. ... . . .._ ... _ ., 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 rown 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 DepartmenYs Superseding Order associated with this appeal will be required to demonstrete 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 conciseiy 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 (3t0 CMR 10.00), To the exteM 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. `.si,,n c_. :ev 92[�r>9P3 � ' v:,ga�ot� I Massachusetts Department of Envlronmental Protection Provided by MassDEP: �.- Bureau of Resource Protection - Wetlands 64-558 ' ` MassDEP File k � )� WPA Form 5 — Order of Conditions �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §4O eDEPTransaction k ciry/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 Registrys Grantor Index under the name of the owner ot the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Tdle of the owner of the land subject to the Order of Condftions.The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. - -- -----------------------------------------------------------------------�----------------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Pro�ect Location MassDEP Flle Number Has been recorded at the Fegistry of Deeds of: Counry Book Page for. p,�erry owner and has been noted in the chain of title of the affected property in: B°°k Page In accordance with the Order oi Conditions issued on: Date It 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 ApplicanC � � wpalorm5.doc• rev.O5�t9.2019 Page 12 0l�2 v_________..�y�',.�,��_._.._� __..�____.._ ----_-----�iftachmrn2-toE)tder-ofCronditians#-64'�58—�---`— e'�c.��'' P�gc ] of 4 ��,�. SALEM CONSERVATION COMMISSION DEP FILE #64-558 South Essex Sewecage Disuict (SESD) 50 Fort Avenue City of Salem, Massachusetts ADDITIONAL F[NDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Vemal Pools Map(12/5/2013,online)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 neaz any habitat of state-listed rare wildlife species nor contain any vernal pools. This order permits the replacement of SESD's two existing parallel sewage pipelines under Salem Harbor, between Mazbleheud and the treatment facility at 50 Fort Avenue, Salem, per notice the projecPs Notice of Intent and a.ssociated plans,subject to thc following conditions. As a district of the Commonwealth of Massachuseus, SFSD is not subject to Salem's Wedands Protution & Conservation Ordinance. GENERAL CONDITIONS I. This Order of Conditions must be recorded in its entirety(including all 4 pages of Special Conditions) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the (0-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem ConservaHon 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 t31, Sec[ion 40. 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 associateci buffer zones, other than that approved in this Order, shali occur on this property without prior approval from the Commission. 4. Prior to any work commencing on site, a DEP Sign showing DEP File#64•558 must be installed at the entrance to[he site and seen from the puhlic way, but not placed on a (iving tree. 5. A'o work approved in this Order may commence until the ten(10)business day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to Ihis Order,the Commission designates the Conservation Agent as its agent wid� powers to act on its behatf in administering and enforcing this Order. 7. The Commission or its Agent,o�cers,or employees shall have the right to enter and inspect the property at any time for complin�ce with the condilions of this Order,the Wedands Protection Act MGL Chapter 131, � '"°'°, _.____ _..__.------ —Attaehmmt-m Orderoi�(.•'vndidons# 6d=5�8_ _„_._._.. _..___.. _ _ _.__.,_. ----._.,. _ . _ ��g` ^ Page 2 of 4 ' Section 40,the WeUands 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 tcrm "ApplicanP'as used in this Order of Conditioos shall refer to the owner,any successor in interest or successor in con[rol of the property referenced in the Notice of intent,suppoRing documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of tide 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 ro procure alI 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: (I) Section 404 of the Federal Water Pollution Control Act(P.L.92-500, 86 stat. 816),U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sea 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. 10. If there are conFlicting conditions within this Order,the stricter condition(s)shall rule. 1 1. 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[he project. 12. The Commission or its Agent shall have the discretion to modify the crosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves thc right to impose additional wnditions on poRions 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: FinalApproved Plans CONTRACT No. 13-I, MARBLEHEAD PIPELINE REPLACEMENT PROJECT, sheets G-1, G-2 and G I to G 14 (Tll1e) 11/I?J2013 (Dated) Rachel J. Burckardt (Signed and slamped by) City of Salem Conservation Commission (On file wUh) 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 fie�d,as to whcther the change(s) is substantial enough to reyuire filing n new Notice of Intent or a requcst to coRect or amend this Order of Conditions. A copy of such request shall at the s�me timc be seM ro the Department of Environmental Protection. »m. m._._.... .�,—_�_ �_____e_�_._._.___�-A�tachmenrto�rclze-nC-�dtrdiri'on"'s'#`G�I-'SSS'-'�'---• ��g Pnge 3 vf 4 16. In conjunction with the sale of this propeRy or uny portion thereof before a Certificate of Compliance has , been issued,the applicant or cu�rent landowner shall submit tu the Commission a statement signed by the buyer[hat he/she is awue of an outstanding Order of Conditions on the property and has received a wpy of the Order of Conditions. PR[OR TO CONSTRUCT[ON 17. Prior to the commencement of any activity on this site other than activities Iisted above,there ' must be a Pre-Construction Meeting on site between the project supervisor, the contractor responsible for the work,and the Conservation Agent and/or a member of the Conservation Commission to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary,during the pce-construction meeting. Please contact the Conservation Agent at (978)6t9-5685 at least forty-eight(48)hours prior to construction to arrange for the Pre- ConstrucHon Meeting. 18. No clearing of vegetation, including trees,or disturbance of soil shall occur prior to the p�-consuvction meeting. Minimal dismrbance of shrubs and herbaceous plants shall be allowed prior ro the pre- conshuction meeting if absolutely necessary m order�o place erosion convol stakes where required. , EROSION CONTROL (9. All debris,fill and excavated material shali be stockpiled a Iocation far enough away from the wetland resource nreas to prevent sediment from enteting wetland resource areas. 20. The area of construction shall remain in a stable condition at[he close of each construction day. 21. Any de-watering of trenches or other excavation required during conswction shall be conducted so as to prevent siltation of weUand 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 Administra[or. DURING CONSTRUCTION ' 22. 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. 23. All waste products,grubbed stumps, slash;construction materials,etc.shall be deposited at least 100 feet from wedand resource areas and 200 feet Crom river. 24. Cement wcks shall not he washed out in any weqand resource or buffer zone area,nor into any drainage system. My deposit of cement or concrete products into a buffer zone or wcdand�esource azea shall be immediately removed. 25. There shall be no pmnping of water from weUand resource areas. 26. All equipment shalf be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 2�. Dunng construction,all drainage stmctures shall be inspected regulazly and clevied as nuessary. I �� ' ,._...._ .y��£�;7 _,----__. ___.-- —._____��__._�__ ---�_.,.__W--Ylttachm�nt-tri'OetittZSfCon`d3'fions 'C�-�5$-'..___.,.._.. `'+;y�� Page 4 Of 4 28. The applicant is herby notified that failure to compty with all requirements herein may resitlt in the issuance I of enforcement actions by thc Conservation Commission including,bu[not limited to,civil administrative penalties under M.G.L Chapter ZIA,section l6. AFfER CONSTRUCTTON 29. Upon completion of construction and final soil stabilization,[he applicant shall submit the following to I�� the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance fortn(WpA Form 8A or other form if II required by [he Conservation Commission a[the time of request), (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Coi�ditions. 30. 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. 31. If the completcd work differs from [hat in the original plans and conditions,the report must specify how [he work differs; at which time the applicant shalf first request a modification to the Ordec Only upon rcview and approval by the Commission, may the applicant request in writing a Certificate of Compliance as described above. ADDITIONAL CONDITIONS 32. Existing pipes shall be flushed prior to their disconnection and abandonment. 33. Prior to start of work,construction plans and all permits shalt be submitted electronically to the Conservation Commission. 34. The post-construction as-built plan submitted with a Request for Certificate of Compliance shall include an eelgrass survey. In the event that this project results in loss of eelgrass,app(icant shall mitigate for [he loss based on a mitigation plan reviewed and approved by the Conservation Commission. 35. All in-water work shall be contained with double layer, bottom weighred silt curtains or other appropriate turbidity containments as proposed in the Environmental Notification Form. � � Tom Devine I' From: Burckardt, Rachel 1. <Burckardt@pbworld.com> Sent: Thursday, July 02, 2015 10:47 AM To: Tom Devine Cc: David Michelsen (dmichelsen@sesd.com);Williamson, D. Scott; Chandler, Lisa I Subject: SESD Marblehead Pipeline Replacement Project - Salem Harbor Attachments: Salem site aerial-revised approachjpg To m, As we discussed via phone, I am providing a description of a changed condition in the vicinity of the Salem shoreline for the new cross-harbor pressure mains from Marblehead. Before we respond to the contractor's Request for Information (RFI) on this matter, we had initially consulted with Ken Chin of DEP regarding the WQC. As the impact was less than 2,000 SF, he had no issues, but asked that we consult with the Salem Conservation Commission. In nearshore approach to Salem Valve Chamber, the existing pipe was discovered to have been placed over the ledge outcropping, whereas the 1974 plans indicated a trench in the rock. The 1974 pipes were found to have been installed in a shallow trench and protected with mounded stone over them. On the attached aeriai photo, I have sketched in the approx. location of the existing pipeline with stone mounding over it. The new pipes will take a similar but slightly different approach alignment and will also be placed over the ledge. To protect the new pipes, a similar approach (mounding stone over them) is proposed for a length of approximately 100 feet and width of approximately 20 feet or about 2,000 SF. The new stone size would meet or exceed the existing stone size, which has been stable. In the end, this portion of the intertidal zone will retain its present rocky bottom,with the only change being a slightly higher finish grade (approx. 2 to 3 ft.) in the mound over the new pipeline. On the attached aerial photo, I also sketched in the approx. location of the new pipeline and approximately where the estimated 2,000 SF of mounded stone protection over the new pipelines. While this photo shows approximate locations, we will obtain the as-built location of the new pipeline from the contractor and will submit the as-built with the application for the Certificate of Completion. Please let me know if you have any questions or need more information. Thank you for your review of this matter. Regards, Rachel Rachel J.Burckardt,PE Senior Supervising Civil Engineer Parsnns 8rinckerhoN 75 Arlington Street Boston,MA 02116 (617)960-4861 (direct) (677)504-5400 (cell) b u rckardt(o�pbworld.com 1 I. � � www.obworid.com � Licensed in MA,CT, NH, ME, RI,VT,NJ NOTICE: This communication and any attachments (°this message") may contain confidential information for the sole use of the intended recipient(s). Any unauthorized use, disclosure, viewing, copying, alteration, dissemination or distribution of, or reliance on this message is strictly prohibited. If you have received this message in error, or you are not an authorized recipient, please notify the sender immediately by replying to this message, delete this message and all copies from your e-mail system and destroy any printed copies. z �� u � � x »;��% � „�� "��:�!i � S+' . '��r`R * w f p 0 �4 ,"' � 1'ti^ � � }ut. �.;,:+' Y't� �"�` �. � fi t�p ' . �; � �� . ' ' W C� '' �"M � � � 4t� �K M yr� . '�" x �•e '�"f '�'L�� Y�� i� �� F y { � y',�.M e.+ W ,�G �� `�i �i'� 6 n.v '�1 �� #' t. • . � � �.. �w 7L.. i;R 4� ^� ..^`,s � .C. . � ... � w 1 � J ., ti 7. 9�6`'� . • � r k � �� "�' M 1e. �� .r. '�. +£ {qy�; t�; y, �r�,' �. � �� d7�':i "`r'�'i# ,C`�h`'�'.nw,AA.,� s�`'x�`� w,� ..��+� a�.� d> . ,v� . �. i „ �'F''� �i ./ {, ;+� ' �,�y j�W�r�'y� '. �� . _ "—�_ ,} 't . a __ . .. {��. ��J('��.�_ . �.._...;—_ .� �-.�-_ � . .... �.. ,..� � . �nou+vo�u sTov� av��. � �� NEW PiRES _. .- � . ' .. � � 4 � , Y APPROX. LOCATION OF � '� STONE MOUNDED OVER EXISTING PIPELINE �. EXISTING PIPELINE `� 5 fBe�. 'IQ m � ` � � ��7.Q93 Miuosoft Corpnra6on Pictometry Oirds Eye m 2012 MOp Geospahal SeMce:¢1Ci. � , �.WSP � BR�� May 20, 2016 Salem Conservation Commission City Hall Annex 120 Washington Street Department of Planning 8 Community Development Salem, MA 01970 RE: DEP File No. 64-558 South Essex Sewerage District Marblehead Pipeline Replacement Project, SESD Proj. No. 13-1 Notification of Completion of Construction Dear Commission Members: On behalf of the South Essex Sewerage District(SESD), I am writing to certify that construction of this project is completed. Construction was performed by Caldwell Marine International, LLC (CMI) in accordance with the plans included with the Notice of Intent(NOI), as amended by a field change approved administratively on July 6, 2015. Attached is WPA Form 8A—Request for Certificate of Compliance. The work included the installation of replacement twin subaqueous 24-inch HDPE sewer pressure mains under Salem Harbor between a valve structure in Marblehead at Stramski Way and a valve chamber in Salem at the DistricYs wastewater treatment facility. Seuev, +�.0 Included erein per General Condition 34 are: • �fSe set of as-built drawings, stamped by the PE of record t � GD � • One copy of the post-construction eel grass survey report, indicating that there was a net increase in the size of eelgrass beds after construction. Therefore, no mitigation for loss of eelgrass beds is necessary. The post-construction bathymetric survey is reflected in the plans and profiles in the as-built drawings. If you have any or require any additional information, please contact me (617-960-4861)or burckardtna obworld.com ). Very truly yours, PARSONS BRINCKERHOFF, INC. J��P��NOFn9qSs,�cy �\..' /� o RACHEL J. �, . - - . 1 / � BURCKARDT �} ��•--� o CNIL m 7�..�� v No.31880 R chel J. kardt, PE A,�9FG/ST�P.�a��,Q Project Manager FFS�IONAL�G\ c: D. Michelsen, SESD Attachments: WPA Form SA—Request for Certificate of Compliance As-Built Drawings Post-Construction Eelgrass Survey Report ,I Massachusetts Department of Environmental Protection I�, � Bureau of Resource Protection -Wetlands DEP File Number: ' WPA Form 8A — Request for Certificate of Compliance sa-ssa Massachusetts Wetlands Protection Act M.G.I. c. 131, §40 Provided by DEP A. Project Information Important: - ' . � when filling out �� This request is being made by: I forms on the Alan F. Taubert, Jc., PE computer, use Name � only the tab - key to move South Essex Sewerage District, 50 Fort Avenue youf Cursor- Mailing Address ' do not use the Salem MA 01970 retum key. CitylTown State Zip Code 978/744-4550 x127 � Phone Number � � 2. This request is in reference to work regulated by a final Order of Conditions issued to: '�"' South Essex Sewerage DistPict Applicant � Dec: 13, 2013 64-558 . Dated DEP File Number � � � Upon completion of the work 3. The project site is located at: authorized in 50 Fort Avenue Salem an Order of . street Address . ciry/Town Conditions,the 42 0098-0 � property owner � must request a Assessors MaplPlat Number ParceVLot Number Certificate of 4. The final Order of Conditions was recorded at the Registry of Deeds for: �Comptiance . from the issuing South Essex Sewerage District authonty Stating property Owner(if different) that the work or Essex 33346 316 portion of the work has been County Book Page satisfactorily � completed. Certificate(if registered land) � 5. This request is for certification that(check one): � the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed (use additional paper if necessary). ❑ the above-referenced Order of Conditions has lapsed and is therefore no longer valid, and the work regulated by it was never started. � wpatorm8a.tloc^rev.S129/14 Page 1 of 2 Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands oEP F�ie"°mbe`: ' WPA Form 8A — Request for Certificate of Compliance 64-558 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information (cont.) 6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain an approval of any plans stamped by a registered professional engineer, architect, landscape architect, or land surveyor? � Yes If yes, attach a written statement by such a professional certifying substantial compliance with the plans and describing what deviation, if any, exists frbm the plans approved in the Order. ❑ No B. Submittal Requirements Requests for Certificates of Compliance should be directed to the issuing authority that issued the final Order of Conditions (OOC). If the project received an OOC from the Conservation Commission, submit this request to that Commission. If the project was issued a Superseding Order of Conditions or was the subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional Office (see http•//www mass aov/eea/aqencies/massdeo/abouUcontactsffind-the-massdeo-reqional-office- for-your-citv-or-town.htm l). wpaformBa doc^rev.529/14 . � Page 2 of 2 � �COM nECOM 978.9052100 tel 250 Apollo Drive 978.9052101 �(ax � . Chelmsford,MA 01824 www.aecom.com Technical Memorandum Date: November 24, 2015 Rev: 1 To: Rachel Burckardt, Project Manager(Parsons Brinckerhof� David Michelsen, District Engineer(SESD) From: Tom Touchet, Survey Team Leader(AECOM) Rob Adams, Project Manager(AECOM) Subject: Post-Construction Eelgrass Survey Contract No. 13-1: Marblehead Pipeline Replacement Project South Essex Sewerage District EXECUTIVE SUMMARY In October 2013, a pre-construction eelgrass(Zostera marina)survey was pertormed by AECOM to delineate and document the limits of the existing eelgrass beds within Salem Harbor in the vicinity of the subject project. The results of this survey were summarized in a Technical Memorandum to the District dated November 21, 2013. The Marblehead pipeline replacement project was bid in November 2014 and the contract was subsequently awarded to Caldwell Marine international, LLC. Construction began in February 2015 and was substantially complete by August 2015. Between October 20`"and 22n°, 2015, AECOM performed a post-construction survey to re-map the existing eelgrass beds within Salem Harbor in the vicinity of the project.The methodology used to delineate the eelgrass beds in 2015 was the same as that used during the 2013 pre-construction eelgrass survey. The general search area for the eetgrass survey effort included the following areas: 1. The centerline of the proposed alignment from Salem to Marbiehead (approx. 6,000'); 2. A 365-foot wide buffer zone on either side of the proposed alignment�;and 3. Portions of the eelgrass beds near the Winter Island boat ramp and the Marblehead shoreline which were beyond the 365-foot buffer zone: ' The pre-conshuction survey completed in October 2013 included a 75-foof conshuction corndor on either side of the proposed alignment,as well as, a 100-meter bu(fer zone of the construction corridor(i.e., approximately 365-feet on either side of the proposed alignment). For clarity purposes, we have not shown[he 75-foot construction corridor since the as-built alignment differed slightly from the proposed alignment. For comparison purposes, the outer limits of the 365-foot buffer zone remained unchanged. October 2015 Eelgrass Survey Marblehead Pipeline Replacement PrBject Page 1 of 15 � November 24,2015 Technical Memorandum - i A=COM The October 2015 post-construction eelgrass survey found that the general boundaries of the 2013 mapped eelgrass beds were similar, with some changes observed in 2015.While contraction of the oufer edges of some of the beds has occurred in several small areas, most of the previously mapped beds experienced an expansion in the eelgrass boundaries within each bed. In 2013, the amount of eelgrass beds and iso�ated patches located within the 365-foot buffer zone totaled ', approximately 54,750 square feet(126 acres). By 2015, the eeigrass beds and patches increased in ' size to approximateiy 71,020 square feet(1.63 acres), which represents an increase of approximately 29%. Similar to the observations made in 2013, all of the eelgrass beds tended to be rather heterogeneous in the distribution of eelgrass, to the point that the main"core"areas of eelgrass were not obvious in most cases. Beds were generally comprised of multiple patches of eelgrass at varying densities and spacing. Despite this heterogeneous distribution, it was evident where the bed boundary began and ended since eelgrass densities near the bed edges rapidly decreased in most locations: Overall bed densities were fairly similar between all of the larger beds delineated and were comparable to observations made in 2013. While overali patch densities ranged from approximately 1%to nearly 80%, the densest patches within a bed averaged 25%to 50% coverage(as qualitatively observed)for all of the beds encountered. Underwater photos of eelgrass taken during the 2015 survey are provided in Appendix A. Figures depicting the 2013 and 2015 delineated eelgrass beds(including isolated shoots/patches)are provided in Appendix B. October 2015 Eelgrass Survey Marblehead Pipeline Replacement Project Page 2 of 15 November 24,2015 Technical Memorandum AECOM ` . 1.0 BACKGROUND Prior to construction of the subject project, the South Essex Sewerage District had two(2) parallel pressure pipelines (20"and 24"diameter ductile iron)that carried untreated wastewater under Salem Harbor approximately 6,000-feet from the Town of Marblehead to the District's wastewater treatment facility in Salem. In the spring of 2013,the 20-inch pipeline ruptured and discharged untreated wastewater into Salem Harbor. The District repaired the pipeline, but in the process discovered that both pipelines were severely corroded and were in need immediate replacement. In 2013,the District proposed to install two (2)new 24-inch diameter high-density polypropylene (HDPE) pipelines under Salem Harbor to replace the existing pipelines. Prior to the final design and constructio� of the project, AECOM identified and delineated the eelgrass(Zostera marina) bed$in the vicinity of the project on October 30 and 31, 2013 and the proposed pipeline alignment was designed to avoid direct impacts to the existing eelgrass beds. The construction project was bid in November 2014 and the contract was awarded to Caldwell Marine International, LLC. Construction began in February 2015 and was substantialiy complete by August 2015. The new pipelines were installed using hydraulic dredging and the"float and sink"method. On October 20-22, 2015,AECOM performed a post-construction survey to re-map the existing eelgrass beds within Salem Harbor in the vicinity of the project. The methodology used to delineate the eelgrass beds in 2015 was the same as that used during the 2013 pre-construction eelgrass survey. 2.0 METHODOLOGY On October 20-22, 2015, AECOM performed a post-wnstruction survey to remap the previously delineated (2013)pre-construction eelgrass (Zostera marina)beds within Salem Harbor in the vicinity of the DistricYs Marblehead Pipeline Replacement Project. The methodology used for the 2015 mapping event followed the same methodology that was used in 2013. The general search area extended approximately 365 feet on either side of the centerline of the 2013 proposed alignment from Salem to Marblehead (Figure 1;Appendix B). The survey was performed in general conformance with MassDMF's Technical Report No. 43 (TR-43), titled `Technical Guidelines for the Delineation, Restoration. and Monitoring of Eelgrass (Zostera manna) in Massachusetts Coastal Waters Technical", dated October 2010. However, based upon conversations and correspondence with the National Oceanic and Atmospheric Administration (NOAA) Nationai Marine Fisheries (NMF)Service and the Massachusetts Division of Marine Fisheries (MassDMF), portions of this search area were prioritized to focus the majority of the search effort on Cat Cove, Marblehead, and if time allowed, the area near the boat ramp at Winter Island. These areas were prioritized based upon eelgrass identified during the 2013 pre-construction mapping event and previous MassDEP eelgrass mapping of known eelgrass bed areas in the general vicinity of the project search area. October 2075 Eelgrass Survey � Marblehead Pipeline Replacement Projec� � Page 3 of 15 November 24,2015 . Technical Memorandum A= OM The absence or presence of eelgrass within the overall search area was first determined using a boat- based undenvater video camera system. Four general search protocols were used to prioritize the search effort: 1) The centerline of the proposed pipeline alignmentZ was searched from Salem to Marblehead; 2) Parallel transects and spot checks were then used to search the areas between the 365-foot bufferzone; 3) When eelgrass was detected, a more intensive search of the area was performed using linear parallel transects spaced a maximum of 50 feet apart(closer in many instances); and 4) Lastly, additional areas beyond the eastern edge of the 365-foot buffer zone near the Winter Island boat ramp and Marbiehead was also performed. This additional work was beyond the 365-foot buffer zone and was performed at the request of NMF. When eelgrass shoots were first observed along a particular transect on the underwater video camera system, a GPS point was taken at that location using a Trimble Geo XH 6000 series GPS and ESRI ArcPad soflware. Continuing across the bed along the transect, additional points were taken where eelgrass was observed until eelgrass was no longer observed. The resulting mapped eelgrass observations were then further refined by additional transects in belween to increase the resolution of the bed boundary. O�ce each bed was sufficiently mapped using absence/presence to characterize the locations of the bed's outermost patches of eelgrass,the boundary of the bed was defined in GIS to create a polygon (if the entire bed was mapped), a polyline(if a portion of the bed was mapped, such as the Winter Island boat launch ramp bed and main Marblehead bed), or a single point(for small isolated patches of eelgrass(generally less than four feet in diameter). Following eelgrass bed and patch delineation using the underwater video camera system, divers assessed the westernmost Cat Cove bed (#1)and the Marblehead bed (#5)to verity observations of eelgrass bed density, patchiness, and other characteristics that were observed using the underwater video camera system. 3.0 RESULTS The 2013 proposed alignment and the actual constructed alignment are nearly identical,with the exception of a slight shift to the west for a portion of the constructed alignment just south of Cat Cove and a slight shift to the north for a portion of the constructed alignmenYs approach to the Marbiehead shoreline (see Figure 1,Appendix B). The constructed alignment is not located within any eelgrass beds or isolated patches identified in the 2013 mapping. The October 2015 post-construction eelgrass survey found that the general boundaries of the 2013 mapped eelgrass beds were similar,with some changes observed in 2015. While contraction of the outer edges of some of the beds has occurred in several small areas, most of the previousiy mapped beds experienced an expansion in the eelgrass boundaries within each bed. Isolated patches as shown as an "X"(2013 patches)or an "X" (2015 patches)on the figures were all generally less than four feet in � The Salem Harbormaster reques[ed that no work be performed within the Federal Channel dunng the 2015 post- � construction eelgrass survey. No eelgrass was detected in this area during the 2013 survey or by previous surveys performed by MassDEP. . October 2015 Eelgrass Survey � Marblehead Pipeline Replacement Project Page 4 of 15 November 24,2015 Technical Memorandum . I� A=�OM diameter(i.e., < 13 sf). The small, isoiated patches (often comprised of just a few shoots)observed in 2013 near the Marblehead shoreline were not observed in 2015. However, new, more numerous isolated , eelgrass patches were observed during the 2015 survey in both the Cat Cove/Winter Island and Marblehead portions of the project area as shown in Appendix B. In 2013,the square footage of eelgrass beds and isolated patches located within the outer boundaries of the 365-foot buffer zone totaled approximately 54,750 square feet(1.26 acres). By 2015, the eelgrass beds and patches have increased to approximately 71,020 square feet(1.63 acres),which represents an increase of approximately 29%. Similar to the observations made in 2013, all of the eelgrass beds tended to be rather heterogeneous in the distribution of eelgrass, to the point that the main"core"areas of eelgrass were not obvious in most cases. Beds were generally comprised of multiple patches of.eelgrass at varying densities and spacing. Despite this heterogeneous distribution, it was evident where the bed boundary began and ended since eelgrass densities near the bed edges rapidly decreased in most locations. Overall bed densities were fairly similar between all of the larger beds delineated and were comparable to observations made in 2013. While overail patch densities ranged from approximately 1%to nearly 80%, the densest patches within a bed averaged 25%to 50%coverage (as qualitatively observed)for all of the , beds encountered. The majority of the beds and isolated patches mapped in the Cat Cove/Winter Island area and the Marblehead shoreline area appear to be located along similar bathymetries, with general depths ranging from-3 feet to-9 feet as shown on the as-built bathymetry contours for the project(Appendix B). These general depths appear favorable for eelgrass within these portions of Salem Harbor and likely provide a balance between light penetration for plant survival and growth and disruptive wave action in near-shore locations, among a host of other variables. Underwater photos of eelgrass taken during the 2015 survey are provided in Appendix A. Figures depicting the 2013 and 2015 delineated eelgrass beds(including isolated shoots/patches)are provided in Appendix B. A table summarizing the results of the 2013 and 2015 eelgrass surveys is provided in Table 1. , October 2015 Eelgrass Survey . Marblehead Pipeline Replacement Project Page 5 of 15 November 24,2075 Technical Memorandum � A=COM TABLE 1 EELGRASS AREAS LOCATED WITHIN THE LIMITS OF THE 365-FOOT BUFFER AS SURVEYED IN 2013&2015 2013 2015 EAST OR QUANTITY yyITHIN 100 QUANTITY yy�THIN100 ID LOCATION WEST OF PIPELINE ISOLO TED METER ISOLATED METER PATCHES BUFFER ppTCHES BUFFER � ZONE SF ZONE SF BED 1 Cat Cove West — 22,060 -- 24,482 2 Cat Cove East -- 118 — Patch in 2015 3 � Off Winter Island East -- 7,100 -- 9,494. 4&5 Marblehead East — 23,911 — 33,649 6 Marblehead Easl -- 1,485 -- 2,657 7 Marblehead Easl -- not present -- 176 8 Marblehead - East -- not present — 37 9 Marblehead East -- not present -- 28 ISOLATED PATCHES�'� � CatCove East 0 — t <73 Cat Cove West 0 — 5 . <65 � Off Winter Island East 0 -- t <13 Marblehead East 3 <39 8 <104 Marblehead West 3 <39 8 <104 TOTALS 54,752 71,022 (1)- Patches are less than or equal to 4 feet in diameter,assumed area o(13 sq.ft.for calculation purposes October 2075 Eelgrass Survey Marblehead Pipeline Replacement Project Page 6 of 15 November 24,2015 Technical Memorandum AEGOM APPENDIX A PHOTOGRAPHS TAKEN DURWG EELGRASS SURVEY PERFORMED ON OCTOBER 20-22, 2015 October 2015 Eelgrass Survey � � Marblehead Pipeline Replacement Projecl Page 7 of 15 November 24,2015 Technical Memorandum � A=COM �� '`�, � .,- � ,. �� 3;, �. ' �: ,�m ��:,. li a' `'"�, ;��. .� Photo No. 1: A patch of eelgrass within the western Cat Cove bed (near the power plant) as observed using the color undervvater video camera system. Photo No. 2: Diver photo of a portion of the western Cat Cove bed (near the power plant). October 2015 Eelgrass Survey � Marblehead Pipeline Replacement Project Page 8 of 15 November 24,2015 Technical Memorandum . AECOM Photo No. 3: Diver investigating a portion of the western Cat Cove bed (near the power plant). Marker buoy line is visible in the foreground. Photo No. 4: Diver photo of edge of western Cat Cove bed (near the power plant). October 2015 Eelgrass Survey � Marblehead Pipeline Replacement Project Page 9 of 15 November 24,2015 � Technical Memorandum � A=COM �� , �. . . -� _...�r."""". � $� � � , W . _ _ . `� _ � b �� , : '� � � , � ��.� � _ _ ...._ .. �, _ . � ,.�, _ . ,;r� �+ Photo No. 5: Patch of eelgrass within the Marblehead main bed as observed using the undervvater color video camera system. � � r .N �rt �� ^ � �� T�.� a� �� . . '�� & ��k��QP��l��uj X:� 1'��k d�� Yf� c � s :% �` ,�, , " sh� " g��s�;p�i"`�F�� '� "' ' " � ° ' ' d� � �'I��Ii�Y��i�� I >�;� F" 9 i� i�,� � Photo No. 6: Diver photo of a portion of the main Marblehead eelgrass bed. Note: snail populations were observed in many eelgrass beds. October 2015 Eelgrass Suney - Marblehead Pipeline Replacement Project Page 10 of 15 November 24,2015 Technical Memorandum AEGOM . �. Photo No. 7: Diver photo of a lower-density portion of the main Marblehead eelgrass bed. �.� �� `� n� �,. � 7'.. . . . . :. .x�y;};6. �4 � � I I I�. ii � a;�: '�7�'�� .rt , :'�4�: .,�, ^' „,.,, ',�ss.� Photo No. 8: Retreating lobster(in lower right of photo)within the Marblehead main bed as observed using the undervvater color video camera system. October 2015 Eelgrass Survey Marblehead Pipeline Replacement Project Page 11 of 15 November 24,2015 � Technical Memorandum � f AECOM � APPENDIX B FIGURES October 2015 Eelgrass Survey Marblehead Pipeline Replacement Project Page 12 of 15 November 24,2015 Technical Memorandum � � � " ' �� t-o �, ^ .,�3r T EELGRASS SURVEY COMPARISON � w � .� �3� _ __ j � � � � I � , �,. .. � � . nE�, ..Y� �J�c. . . r �� ';� ' �P��` ' , '' Q � � CONTRACT N0. 13-1 ' rF°� ''� ;# � � ; � -"`r�- MARBLEHEAD PIPELINE REPLACEMENT PROJECT � �. ' : �k'�,�-�=� � ,��,t� °z ' ��' SOUTH ESSEX SEWERAGE DISTRICT ' '' � OCTOBER 30-31, 2013 PRE-CONSTRUCTION SURVEY VS. ```4� � � �� "'4 N OCTOBER 20-22, 2015 POST-CONSTRUCTION SURVEY i f '�,��SESD � �"s� ,��„�:1 ,� s,. W , � a ,• - �:� �a � • Z � » . � V ... � . � � 3 ', ,..� Legend �I � ,.. . , . . .. yp!,{,at� �, �. �� „� �5�'�-+� "� r —Proposed SewerAlignment i � ��l � t . �1� j 'r � � y�� _., w�� —Existing SewerAlignment v�� ..• . F:� n x� � � � :`�,� � + : ; � �,�,r,..�. �� , F •� —ApproximateSewerAs-BuiltAlignment '`� �� •� ^ � �' , � ��. � . , -� '� Q Eelgrass Survey October 2013 �. � ��/ ,y�, ti� #, ` �r � � '� WINTER` Q Eelgrass Survey October 2015 j �'�� ' �y ��' ��", � �' ISLAND �solated Eelgrass Patch-Ocrober 2013 I a � . ��"�"`�� riAT ! � '�r�� X (4-footdiameterorless) � ' JI�Y �� ;;, �. �(�,��/E tY' ��t�; . ��' � � IsolatedEelgrassPatch-October2015- i f;-y.� : y ,� ��. � r�� r .t�� . � ' .;. . x '(4-foot diameter or less) `�"'z� - y / �"�`'� Y- . , � � �; !� � �,�y ' �_ 1365-foot Buffer Zone � �' #� '�' ;�jt` � °��1", k �+'�°� ��{(y � incn = aoo reet�@��°X ��°) P %'r 1� � � 1 I l ;� ttL ��{� :» 3v �^OM 0 200 400 800eet � ' � � a Y �r , � � , ,x �. �� . � r � c U V�e p X � X .�v` Y � V7 l �( %�' 0 i �� ',�. ':. '. , > �:: .:� �� .��. �� .�. � . �, ��. 2013 2015 i- ,1 x � �\.� �"�� ', r � .' ��'�� ... �� . EpSTOR QUANTITY AREAWITHIN QUANTITY -AREAWITHIN f " �. .� ��'nt 3 ID LOCATION WEST OF pF 100 METER OF 100 METER 'q��b ' \�� ;� #3 F '� �� y � �{ PIPELINE ISOLATED BUFFERZONE ISOLATED BUFFERZONE � � '�� y�1�y� � i i�� °�� ; �i �C � PATCHES (SF) PATCHES (SF) �� . 1 > n 1�p !�� 'rt T �,r � ._ . ._. _�. ... 8� . . ._ ._ _ . . i ��L� � �` \� IY �� ' ,.� � ,��q,� �;� ,��n � 4 �. � -� + � S. 1 Cat Co�e� West_ - _ 22.080 - � 24,482 � , , ; :�. � . � � ��. , j+� `� � �' '4� '� 2 Cat Co�e East - 118 - Patch in 2015 ; �... ,k �h�� :��1� ,��`. { 1 " .- } �� _-'�_ "— _.r_ _ _ -_— __—_ — — —__ . _'._.__ � * . , �,\,�, �h+�`` h � '� , . �� _�,�� 3 OlfWinte�lsland East - 7100 9,494 . e � � i _ . .. _ . . . . .-- -- -. _ . .. �, � �#✓ '� �� )l 4&5 Marblehead East - 23,911 - 33,849 • � + __ � , \ �f ,♦ �.. � � r��'�� F � ��1 : 6 Marblehead East - 1485 '_- - -- 2,85� � �� i, �� " y�� ff rf � �� ! r - - � . � '� �' � � �� r�� ;�� sL� • 7 Marblehead East - not present 176� —_, _ '� �� T� �"�F ��`�. � � � � � 8 Marblehead East not present 37 �` � �� .v ��4` �t ,1 ��r a��} �� t� r �Q 9 Marblehead East - not present � � - 28 - .: ' , ( .� � � �� f��l lnv ` , o r�A�e'�r�' �iy, � •• ,� � ISOLATED PATCHES�� .-. r. � ��,� N9 ,:. �o n �'� :��e! eYl � �7��I! ��fi . 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S �� i „ � a � � - � 7X wF'�'+� ,� ' � � • �, 7` "� ' ` , K�` � � ` � ARBLEHEAD i� I �f � .t��:�� - ; 6 ' �.�,�,,,•---� ,"� � F , � ri� t�t'�, � � ��f! d n � Y+f� �. ° E : ;°a �� ,� � �. .. „ ° � 1,�,.�',� �, , ��, ., �s�,. �� „ � � �< '_ , � �� ' : � �� . � � �� ,„ � ,,� � a ,' „ . .�, � ! �,.�� i. ,� �� ty � �� K�� ~�� iY{.�� n �° � p, y�.� 'P t� �..�j' _� . �� '�' � X � ` .�' X � �. r ;� � .`" t� � �� : � �.. �+ � ,,,r•� � .' 1. - •"' o '� �� .�-� �.e e y � '� � �� .-o.-s:� �+�c' '� ""p� z � ' � °x�� ""'� r'�=�Yr: v ��! ''yy�� ' �� y � r 1, � : 1�'.r .",� <� ' ... .cs� .i r ='i r ` '' r , G� .} . �� 1 � ' L �. � .f� . .: � .. � 1 - � � A � , � E . , .: � I�� ?� � h , x F' , y� , 7 r� a , �,''_. ` �, � . �y � -� ' ,� : : ,, • - r _ � _ _�� ,.-.— , u — — FIGURE 3 • ' .. x EELGRASS SURVEY COMPARISON �' CONTRACT NO. 13-1 i' . MARBLEHEAD PIPELINE REPLACEMENT PROJECT E 7f SOUTH ESSEX SEWERAGE DISTRICT + e OCTOBER 30-31, 2013 PRE-CONSTRUCTION SURVEY VS. ! N OCTOBER 20-22, 2015 POST-CONSTRUCTION SURVEY ' ' N �egend - MARBLEHEAD AREA- � , ; , � � —Proposed Sewer Alignment Q Eelgrass Survey October 2013 Isolated Eelgrass Patch-October 2013 `¢�a «s X (4-foot diameter or less) —Existing SewerAlignment Q Eelgrass Survey October 2015 � Isolated Eelgrass Patch-October 2015 � a�.., ��O �� —ApproximateSewerAs-BuiltAlignment�_ 1365-footBufferZone x (4-footdiameterorless) � e z Jo � o p 4 . Q '�b ��QM 1 inch = 120 feet(@11"x 17") 0 60 120 24Feet a ` �' ,r' a'u� , ..,d._. .. _��.:... ..,�,.u.�...�_Y_,... .._ .. , ..-_ ..::_ .._.,. -.,.. � � Massachusetts Department of Environmental Protection ProvideHbyMassDEP.: . ` ^"":. r 'F •.: � � � Bureau of Resource Protection -Wetlands y ," ;. �X 1 MassDEP F�le Number WPA FOrm 3 - Notice of Intent ` ��' "w ` Document Transac4on Number� Massac huse tts We t lan ds Pro tec tion Ac t M.G.L. c. 1 3 1, §4 0 Saiem ' and Chapter 50 of the Salem Code of Ordinances City/Town ''"P°"a"': A. Genera! Information . Whenfillingout forms on the � �I � cor��,ter,use �. Project Location(Note: electronic fifers will click on button to locate project site): onty€he tab key to move your g0 Fort Avenue Salem 01970 cursor-do nof , a.Street Rddress b.Ciry/Town c.Zp.Code use the return I , k� Latitude and Lortgitude: 42.53 70.87 � d.Latihale e.Lorgihide- . � 42-Od38-0 �1 t 0.ssessars MapfPlat NumCer g.Parcel tLoE NumDa I ' ,� 2. RppCEC3nF: Alan Faubert � a.�ttsi V�ams b.Last Nazrte rtcae: Soufh Essex Sewerage District B�bre c.asgar'Fzdtiar `°""P�e°"9�"� 50 Fort Aveo�e � f�aa cartsuN d Stree€Ac€dress .. your i.ocaf c�s�r��nm s�� naa a1s�o ��Fl°"fa51Ot" e..Cdylfawn f.State g_Zq�Cude ' �,,,,`��, 578-744-455fVx127 97&741-ft478 ataUberE�s�.com mr wdma�ce. h.PFinae Num2« i.Fax FFumtrer j..Emaii.0.ddra�e 3_ E'ropertgr a+a�er(reguired if d'eFFererrt from app8ieartf): � CFrreck if more 4han�e oamer ' Co�crtomveaHh at Massach�set&s as fo the portioF€€ri'the pre�ee:t fhaf`ss belaar rt�ean!ow water a.FuslPlame - 6.LasEPfanie � c_Oeg�FIki77��.1iaR . II �. d.St[BeQAddress . II -' e.CiEylrmm f.State g.Zp Cade . h.Phone Fiumber i.F�Ptumber j.EmaiF address � ', 4. RepreseMative(if any}: RacheE Burckerdt a.First Narr�e � b.Last Name ' Persons Brinckerhdf c.Company 75 Adington 5t '. d.SheetAddress . Baston MA 02116 e.Citylfoam ' � f.SFate g.Zip Code 617-426-7330 617-482-8487 burckardt@pbworld.com � h.Phone fdumber i.Fax Number j.Email address � 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): ' EXEMPT EXEMPT EXEMPT a.Total Fee Paid b.State Fee Paid a City/Town Fee Paid ' wpaform3.doc•rev. 1!3/2013 Page 1 of 8 ' ' Massachusetts Department of Environmental Protection Provided by MassDEP:< ' � Bureau of Resource Protection -WeUands MassDEP File Number � WPA FOrm 3 - Notice of Intent � ` DocumaMTransection NumbeF� Massachusetts WeUands Protection Act M.G.L. c. 131, §40 Salem ' cryrrow� A. General Information (continued) , 6. General Project Description: Replacement of existing subaqueous sewer pressure mains � 7a. Project Type Checklist: ' 1. ❑ Single Family Home 2. ❑ Residential Subdivision � 3. ❑ Limited Project Driveway Crassing 4. ❑ Commercial/Industrial 5. ❑ Dock/Pier 6. � Utilities , 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture(e.g.,cranberries,forestry) 9. ❑ Transportation 10. ❑ Other � 7b. Is any portion of the proposed ac6viry eligible to be Veated as a limited project subject to 310 CMR 1024 (coastal)or 310 CMR 10.53 (inland)? t❑ Yes � No If yes,describe which limited project applies to this project: � 2.Limi[ed Project ' 8. Property recorded at the Registry of Deeds for: Essex, South District a.County b.Certificate#('d registered land) BK 2860,pg 261;BK 3729,pg 35 � . . a 800k - d.Page Number B. Buffer Zone & Resource Area Impacts (temporary 8� permanent) , 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated WeUand, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas(see 310 CMR 10.54-10.58; ff not applicable, go to Section 8.3, � Coastal Resouroe Areas). ' CFieck all that apply below.Attach narrative and any supporting documentation describing how the projed will meet all performance standards for each of the resource areas altered, including standards � requiring consideration of altemative project design or location. Resource Area Size of Pr000sed Alteration Pr000sed Reolacement(if anvl For ali projecls . . . � . � atfecfing other ResourceAreas, a.❑ Bank i.linearfeet 2.linearfed please attach a b.❑ Bordering Vegetated nartative explaining how Wetland � 1.square feet � 2.square feet ' the resource area was c.❑ Land Under �,square feet 2.square feet de�ineaced. Waterbodies and Waterways ' 3.cubic yards dredged wpaform3.doc•rev. 1/3/2013 Page 2 of 8 � , � Massachusetts Department of Environmental Protection Provided by MassDEP: � Bureau of Resource Protection -WeUands MassDEP File Number ; � WPA Form 3 - Notice of Intent Document Transaction Num6er� Massachusetts Wetlands Protection Act M.G.L. c. 131, �40 saiem ''. � . clry/Towri B. Buffer Zone & ResourCe Area ImpaCts (temporary 8� permanent) (cont'd) , Resource Area Size of Pr000sed PJteration Proposed Reolacement fif anvl - d. ❑ Bordering Land , Subject to Flooding t.square feet 2.square feet � 3.cubic feet M Flood storege lost 4.cubic feet replaced e.❑ Isolated Land ' Subject to Flooding' t.square feec 2.cubic feet of Flood stwage lost 3.cubic feet replaced � f. ❑ Riverfront Area 1.Name of Waterway(if available) 2.Width of Rivefinnt Area(check one): ' ❑ 25 ft.-Designated Densely Developed Areas only ❑ 100 ft.-New agricultural projects only � ❑ 200 ft.-All other projeds a.Total area of Riverfront Area on the site of the proposed project: square reec III , a. Proposed alteration of the Riverfront Area �' ' a.total square feet b.square feet wRhin 100 ft. c.square feet between 100 R and 200 R s. Has an altematives analysis been done and is it attached to this NOI? ❑ Yes❑ No � � s.W as 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) li ' 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 altemative projed design or location. li � Online Users: � incwde your Resource Area Size of Pr000sed Alteration Proposed Reolacement(if anv) . document � transaction a.� Designated Port Areas Indicate size under Land Under the Ocean, below I'��, ' number . (provided on your 207,600 (temporary) receipt page) b.� Land Under the Ocean i.squareteec note:auantities for Salem onik W�� are shown. �I � supplementary . �9,$9� (temporary) � informffiion you 2.cubic yards dredged submit to the Department c.❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below ' d.� Coastal Beaches 8,586 Itemporary) 7.square feet 2.cubic yards beach nourishment � e.❑ Coastal Dunes 7,square feet 2.cubic yards dune nourishment iwpaform3.doc•rev. 1/3/2013 Page 3 of 8 . ' [ Massachusetts Department of Environmental Protection Rrovided by MassDEP; �F' � Bureau of Resource PratecGon -Wetlands £ . �.;- �; MassDEP File�.Number *�' � , ` WPA Form 3 - Notice of Intent '� Documen47ransacLon Numtier Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 SaEem , crtrtrow� B. Buffer Zone & Resource Area Impacts (temporary 8� permanent) (conYd) , Size of Pr000sed Alteration Pr000sed Reolacement(if anvl 7g (temporary) , f. � Coastal Banks � i.linear teet � g.❑ Rocky IntertidaE note:quandties for Salem onN Shores �.sq,eare feet are shown. n.❑ Salt Marshes t.square feet 2.sq fl restaatian,rehab.,creatiort , � i. � L2rtd Undef Sa[t Ponds t.square teei � ' _ 2.cub�yards dreck�ed � j. � Lant4 Confaining see Supptemental I�onna6oEe page 15 af't9. Shelifis6� , ' k� F'rsh k�uns Indicafe sFze under CoasiaE Bartks,€nlarttE Bank, Eand Under the Ocean,a�td(or in[amt Lanaf Unde€Vttaterbodies artd Waberways, above �'�,�, � . � ,.Wb�yuds deed�ed I. � kand Su6Rect fa 5,$(!0 (��RY} G�tlaf Sform Flawage 1.square(«.a ' �!I � 4. � Fiest[3r2�soNCRC1a6tOemeCtt ff Fhe prcH�i is foe Mhe purpose af restoring or enhartcirx�a ave�@and resaenRce area irn addifzort to ttse sqciare fooFage t�aaf has Ceen erttered in Sedion B.2.D or B.3.h abave,pCease enter tt�e addif'cona! ' � amourrE here. a.square feet of BtPN 6.sq�ace feeE�of Ss[t Marsh 1 5. � Pcojecf indolves Stream Crassings a€�umber o€ne�v shearn a�sirtgs G.number of repEacemertE sfream crossi�s � C. Other Applicable Standards and Requiremerrts Streamlirted Massachusetts Endangered Species AcUWetfands Protection Act Review � 1. Is any portion of fhe proposed project located in Estimated Habitat of Rare Wildlife as indcated on the most recent Estimated Habitat Map of State-Listed Rare Wetlartd Wi[dl"rfe pubfished by the Natural Heritage and Endangered Species Program(NHESP}?To view habitat maps, see the MassachuseKs ' Natural HerHage Attas or go to http://www.mass.aov/dfwele/dfw/nheso/regulatory reviewlurioritv habitaUonline viewer.htm. a.� Yes � No If yes,include proof of maiting or hand de[ivery of NO!to: � Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife � 100 Hartwell Street,Suke 230 � � b.Date ot map West Boylston,MA 01583 � wpaform3.doc•rev. 1/3/2013 Page 4 of 8 � � Massachusetts Department of Ernironmental Protection Prwided,byMassDEA � � Bureau of Resource Protection -Wetlands ' "� ' "" '�'� °�. � �MassDEP File Number .,�t, ' WPA Fol'm 3 - Notice of Intent � x �"�` � Document Transac4on Numtier'� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem � cirytrown C. Other Applicable Standards and Requirements (conYd) � 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, MESAlWeBands Protec6on Act review, piease complete Section C.1.C, and include€equested materials with this Notice of lntent(IVOk); QR comp6ete Section C.1.d, 'rf applicable. If MESA supplemental irrformation is not included with the fV01,by � comple6ng Section t of fhis form, the NHESP wilf require a separafe MESA fiting wflich may fake up to 90 days to review(uMess noted excepflons!rt Section 2 apply, see belowj. . 1. c. Submit Suppleme�tal frtformation far Endangered Species Review � 1. ❑ Perceedage/aaeage of property ta be a€ter�l: � (a)withirt wetEand Resource Area ��erareaye @�ouiside ResocFrc:e Fkea ��e � 2. ❑ Assesso€`s lbfap or righf-t�t-wey p€an of site a. ❑ Paqeet plans for enfire prtojed sita,iracGeafirtg weHarxf reso�rce areas ac�aceas owtsicfe� w2itartdsjucisefi�ti€u�, �a�6€rg exist�ng and p€c�pased wndiiions, e�ri�ng a€rd P+'aP�d � tree/`ssegetatiac�Gear�ng Circe,arut a3ear[y deenart�at�f tim€ts of work"`• (af❑ Ftajeer dzs�cipihcut(indu�ecg descaiptcewE aF impacts out�iris af we�Farnt re�rce a€ea& 6e�Eerzane) � @)� PPro6ag�aphs nepresenfaSive of t�te s�e Fc)Q MES.0.fiGrrc;�4ee(tee ir�forra�a�em availaP�le at , httoJ/wrwwr.mass.aov/�vuele/d[w/nheso/rswlatav reviewlmesa/mesa f� sdeed�de.hMl. lV�ake ct�c payab[e ta`Camcmon�eaB6h af{U�assachusetts-NNESF°'�neE rnaiF ta NNESP at a6ose addce� � � Pro�ecfs aHerrng tfl or enore acves o€Fartd;atso su6mfi td)❑ Vegetatioac caver type map at site , lel❑ Projeet ptans skrowirrc�P€iority&Estimated tiabitaf boundaries a. OR Check Qne ot the FoElawing , �.❑ Project is exempt trom MEBA review. Attach applicant letter indicafing which MESA exemption appiies. (See 32t CMR 10.14, http:!/www.mass.aov/d(wele/dFw/nhesp/regulatory review/mesa/mesa ex�nphions.htrn � the NOI must s61k be sertt to NHESP'rf the praject is within estimated habitat pursuant to 310 CMR 1Q.37 and 10.59.} 1 � 2 ❑ S2�Je�Bte MESA F2viBW Ort�lt#J. a.NHESP Trxking# b Date sutrmitted to NHESP � " Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review(see http:!/www.mass.qov/diwele/dfw/nhesp/nheso.htm, regulatory review tab). Priwity Habitat includes habitat for state-listed plants and stricUy upland species not protected by the Wetlands Protection Ad. "� MESA projects may not be segmented(321 CMR 10.16).The applicant must disdose full development plans even if such plans are '� � not required as part of the Notice of Intent process. wpafam3.doc•rev. tl3/2013 Page 5 of 8 ' ', ' Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource ProtecUon -Wetlands �� ` - 'T } ' � `E"" � � ,MassDEP Fde Number + '�, WPA Form 3 - Notice of Intent - '° � �«�'�""��.�>k'4` , Document Transac4on Numtier� - Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Saiem � � carRow� C. Other Applicable Standards and Requirements (cont'd) � a.❑ Separate MESA review completed. Include copy of NHESP"no Take"detertnination or valid Conservation&Management Permit with approved plan. II � 2. For coastal projects only, is any portion of the proposed project located below the mean high water line orin a fish run? a.❑ Not applicable-project is in inland resource area only ' b.� Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to either: � South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: ' � Island,and the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- Southeast Marine Fisheries Station North Shwe Office � , . Attn: Environmental Reviewer Attrr. Environmental Reviewer 1213 Purchase Street-3rd Floor 30 Emerson Avenue New Bedford,MA 02740-6694 Gloucester,MA 01930 � ' ' Also if yes,the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. I'i � 3. Is any portion of the proposed project within an Area of Critical Environmental Concem (ACEC)? oniine users: If yes, provide name of ACEC(see instructions to W PA Form 3 or MassDEP Include � a. ❑ Yes � NO '�I ' your WebsRe for ACEC locations). Note:electronic filers clidc on Website. document transaction b.ACEC - number I � (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. ❑ YBS � NO . iMmmation you � � submrt to me 5. Is any portion of the site subject to a WeUands ResViction Order under the Inland Wetlands oepartmem. 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 projec[subject to provisions of the MassDEP Stormwater Management Standards? a.❑ Yes.Attach a copy of the Stormwater Report as required by the Stortnwater Management � Standards per 310 CMR 10.05(6)(k)-(q)and check fi t❑ 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 s.❑ Proprietary BMPs are included in the Stormwater Management System. ' t.� No. Check why the project is exempt: NOT APPLICABLE i.❑ Single-family house � wpaform3.doc•rev.t/3I2013 Page 6 of 8 � � Messachusetts Department of Environmental Protection Provided by MassDEP: � � Bureau of Resource Protection -Wetlands . ± ;, MassDEP Fle Number WPA Form 3 - Notice of Intent � � � �� Dqc,ument Transachon Number � Massachusetts WeUands Protection Act M.G.L. c. 131, §40 '� " " ' Salem � C�?� C. Other Applicable Standards and Requirements (cont'd) � 2.❑ Emergency road repair a.❑ 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. MD. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. � Online Users: Attach the document Vansaction number(provided on your receipt page)for any of the following information you submit to the Department. � �.� USGS or other map of the area (along with a narraGve description,if necessary}containing su�cient information for the Conservation Commission and the Department to locate the site. ,_ (Eledronic filers may omit this item.) ' 2.� Plans identifying the location of proposed activities(including activities proposed to serve as a Bordering Vegetated WeUand [BVW]replication area or other mitigating measure)relative to the boundaries of each affected resource area. ' 3.❑ Identify the method for BWV 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. NOT APPLICABLE � a.� List the titles and dates for all plans and other materials submitted with this NOI. See Supplementallnfortnation,attached � � a.Plan Title b.Prepared By c.Signed and Stamped by � d.Final Revision Date e.Scale � f.Additional Plan or pocument 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, ff needed. � �. � Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. e. ❑ Attach NOI Wetland Fee Transmittal Form ' s.❑ Attach Stormwater Report, if needed. � . , � wpaform3.doc•rev.1/3/2013 Page 7 of 8 �, � Massachusetts Department of Environmental Protection P�ovided by MassDEP: ' ` ' , r �-- Bureau of Resource Protection -Wetlands a MassDEP File Number , � � � WPA FOrm 3 - Notice of Intent : � � � DocumenlTransacpon�Number� � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �Saiem ''�' A.�v City/iown E. Fees � �. � 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 infortnation (in addition to pages 1 and 2 of the NOI Wetland Fee _ Transmittal Form)to confirm fee payment: I , 2. Municipal Check Number � � 3.Check date 4.Slate 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 thffi 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 Iocal newspaper at the expense of , the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I fuither 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 locatio�. (�/�" �- �� f�' 11/25/13 I � 1.Signalure of Applicant 2.Date 3.Signature of Property Owner(if different) �«1� — 4.Date ��/25/13 � 5.Signature ot Representative(it any) � 6.Date , For Conservation Commission: Two copies of the completed Notice of Intent (Fortn 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the cityftown 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 Fortn, 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, abwe, 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. � 1 wpaform3 doc•rev 1/3/2013 Page 8 of 8 t � � , ' ' ' ' ' � SUPPLEMENTAL INFORMATION TO i ' NOTICE OF INTENT APPLICATION (following sheets) 1 � ' � 1 � ■ t � � � � , Supplement tn�Votice of Iraent �. Marblehead Pipeline Replacement Praject November 2013 i ' Supplement to Notice of Intent South Essex Sewerage DistriM ' Marblehead Pipeline Replacement Project ' Marblehead& Salem,Massachucetts November 2013 � I.O INDEX: � Contents IlA IND�X: ...._............................»......._....»............._._.........._..........»..................1 . 2.d Proafs ofMaiting the NOI to DMF..._..........»....».»..._......._..........._..._..........3 � 3.0 USGSMap.............._.......».».».»...._...._._...._.........._.......»....».».».»...._._......5 4.0 Wetland Resoarce Areas_._....».......».........._._._._............._......._._._.__».......6 � . 4.t Wetland Res€xuce rSreas witi�Prayeet Area......._...._------_...----...----.-----------.------...............6 . 4.2 La�dllnd�theOceau(31EFCMRIE125}._._...-.-------.__......_--------......._._---._............._.......7 4.2.I LimitsofResoureeAsea:......................----._.............................................._.._..._..7 4.2.2 WorkinResoureeAreac..:...._._..._..._..----._...--�-----•-............................•�-------------� 1 4.2.3 Couiplia�e with Feeformauce Standards 6oe II.a�Y Under the Ocean.....................7 4.3 DesignatedPartAreas(3[QC:PitRf0.26}..._._....._.......__........_--__-----......-----_...................8 4.3.1 LimitsofReso�trceArea:....................._......_.-�-------��-----.....----...................._...8 � 43.2 WorkinResourceArea:..--�---.......--�-------------------•---......_............................�--9 4.33 Coaqsliance wifh Perfo�ua�ee Standa¢ds for ilesignated Port Areas_--..------------9 4.4 Coastal Beach(3t6 CMR IfF-77f.-.-...................._.._....___............__...------------....._.__....t6 � 4.4.1 LirnitsofResoureeAaea:....�.._..--......:..�...............................----.-----------------_10 4.4.2 Wock inResoetrceArea: ..................._....................................--....---�----��----�--.IO 4.4.3 Compliaoce with Perfom�acice Standasds for Coas�nt Fteacfies...........................�10 ' as c�i s�(sto cn�io.�o>..............__..............._.--�--.....--......................................_..12 4.5.1 Limits of Resource Area:..............._........- -- ----.............................................._12 4.5.2 WorkinResourceAiea:........................._....---�-------�----......_..............................I3 � 4.5.3 Compliance with Performance Standards for Coastat Beaches............................E 3 4.6 Rceky Intettidat Shores(310 CMR 1031).............................................................................. 14 � 4.6.1 Limits of Resource Area:....................................................................................14 4.7 Land Containing Shellfish(310 CMk 1034).......................................................................... IS , 4.7.1 Limits of Resource Area:....................................................................................15 4.7.2 Work in Resource Area:..........................:.............................................:............IS 4.73 Compliance with Perfom�ance Standards far Land Containing Shellfish.............15 � 4.8 Land Subjed to Coasta!Starm Flowage.................................................................................. 16 4.9 Bank(310 CMR 10.54).................................................................................:........................ 16 4.9.1 Limits af Resource Area(Marblehead):..............................................................16 � 4.9.2 Work in Resource Area (Marblehead}: ...............................................................17 1 Page 1 of 19 1 � Supplementto NoBceojlMent Marblehead Pipeline ReplacemeM Project November 2013 � � , 4.10 Land under Wa[er Bodies and Watenvays(310 CMR 10.56).................................................. 17 4.10.1 Limits of Resource Area(Marblehead):..............................................................17 � 4.10.2 Work in Resource Area (Marblehead): ...............................................................17 4.11 BufferZone........................................................................................................................... 17 4.11.1 Limits of Buffer Zone.........................................................................................17 ' 4.11.2 Work in the Buffer Zone: ...................................................................................17 ' S.0 ListofAbutters.................................................................................................18 � 5.1 Abutters in Salem.................................................................................................................. 18 �� 5.2 Abutkers in Mazblehead..............................................................:...........................................18 6.0 List of Drawings................................................................................................19 I Attachments I ' Attachment A: Project Narrative and Plans � Attachment B: Wetland Delineation Plans � Attachment C: Eelgrass Delineation October 2013 (Figures 1 through 3) 1 1 1 1 1 1 1 1 � Page 2 of 19 i , Supplementto�VoticeofGnent Marblehead Pipeline Replacement Project � November 2013 , 2.0 Proofs of Mailing the NOI to DMF ' ' COPIES IF CERTIFIED MAIL RECEIPTS ARE tNSERTED BELOW AND ON THE , FOLLOWING PAGE IF NECESSARY. � . . ,'. , �` p; , � � . • r ,. . 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' �� 1 � ' � Page 5 of 19 ' I , Supplement to Notice of/raent Marblehead Pipeline Replacement Project November 1013 ' 4.0 Wetland Resource Areas t4.1 Wetland Resource Areas within Project Area The Wetiand Resource Areas for the project area were delineated based on topographic ; ' information The Resaurce Areas include the following: Table t II ' Wetland Resource Area Within or Adjacent W Project?lrea , _ —.� _ _ _--.__., �_____�___ _ r Coasta[Resource Areas Marblehead Satem ' _ _ 1025: Land Under the Ocean X X I0.26: Designaced Pvrt Areas X X � 10.27. Coastat Beaches X X I030. Ca�,51aE Banks X X � ➢63�: RockyFnterfic�l Shores A A 1034� LaEe�Cantaining�eI�fsh tFsct X ' ka��S�Hsjeet tu CoasCa�F[owage X X Flp@and Resonree Areas Masbtehead Safem _ _- - - _ _ _ - - -- � ll�.54: �artPs A OQF.56�_ L�€P egcd�Water Bodies artai @idacecw�ys(Ylnaer azry Cresk, ' A ' It€ves,Sheauy Pond or Lake) X=Itesoe�ce Area te�poranTy ic[�acEe�by work. R=Resoasce Area ptese�,adJaee�t ta work azea,bu�a€tt impae¢ectl , For Resocffce Areas Detineation,see sheets D-I through D-3 i�Aggeadir A. ' Fo�each resrnuce area,t�narrative will cover these topies: • f.imiks of the Resource Area: as determined in accordanee wit�t6e definitio�s in the I � Regulatious. Tlris section will also state how the de[ineation was performed. • Work in Resource Acea: summary of work within the Resource Area , • Compliance with Performance 5handards: Narrarive describing how project will meet the specific Perfarmance Standards for each Resource Area. � , , Page 6 of 19 1 I � Supp(ement to Notice of/Ment . Marb[ehead Pipeline Replacement Project November 1013 I � 4.2 Land Under the Ocean (310 CMR 10.25) ' 4.2.1 Limits of Resource Area: Land below Mean Low Water (MLI�. The fimits were determined by a bathymetric survey ' performed in June 2013. On tk�e project vertical datum,MLW is elevation+03. 4.2.2 Work irc Resaurce Area , Dredging of sediments to instatl replaeecnent pipeline. See Project Narrative in Attachment A. ' 4.2.3 Comp[iance wiEh Perf'orrr�ance.Standards for Land Urrder the Ocean 310(:MR 1025 Perfoarteanee Standards for I,aod l3nder Ehe Ocean ' (3)Fmpmveme�ct Dred�g-BV/A (4)Maiaten�ence PTredeine-A�(A , � (5)Pro�ects not ineEvded im 316�CNFR I0.25�31 a� I(f.25(4}which affect neacshore ara��of Caad �nder t�e oeeatn sFcal� �€�8 e�ase a�vzrse effecc by aEteain� the botta�m topograg sa as w i�ease storr� c�m�age or e.�usaon off caesBa� beaches c�sta! b�lss enasta! t➢�u� or sah ' marshes. After backfi6�ice;cxf the treac�,tite 6attacn toP��'�F�S`wiIl be€eturaed to the pre-�occstructian ' eonditian� so as�€rt to aacee�se s4o�€na etaaemge or er�sion of coasta! beactaes, ee�stlall b�xs[cs, cciastat c�nes,ag saE[ra�ara�es_ (6}P�ojecfs ncrt iae�uded'ea�3➢�S C�R �Q 2S(31�cEc�ffect lanc3 uaeder F�e ocean sEtaFT iffwater , depenctern hz desi�ed aaid com€ructe�d �esin�best available m�asures sa as to�ini�ize adve.rse effects on Fuar�e�CsYaea4es➢tatr¢fi�t aF vcrsldBife habZfat caused bY ' (a}alterations in vrater eesc�aliQn-l�i/A (b)destructiau of eelgrass�widgeo�grass , EeYgcass beds have 6een mapped by t�te D�artmeirt of Environmental FroEeetion(DEP), with the xnost recent mappirsg in 2{312. The succession of the ana�sping endieates a recession of the exteaE of the eelgass beds, with the 2012 map indicating tEiat the ciure� ' eelgrus beds stop just north af fhe project area. There is atso a smalt area of eelgrass mapped near fhe Salecn shoreline. Eelgrass bed delineation neaz fhe pipeluces was co�rmed with an in-water siuvey completed Oct. 3S,2d13. See Attachment C. ' This survey eonfirmed the 2612 mapping. Based on both, fhis project will noY d'uectly impact eelgrass beds, eithet by removal as part of �edging or by buriat related to ' temporarily side-casting ofdredged a�aterial. ' ' Page 7 of 19 ' � Supplement to Notice of Iirtent Marblehead Pipeline Replacemem Project November 1013 ' (c)alternations in ttie distribution of sediment grain size ' Existing bottom sedunents will be backfilled into the h-ench. Therefore the dishibution of sediment gain size wiLl not be altered. (d)changes in water qualatv— ' The only poterrtial for changes in water quality woald occ� during the construction pbase of the project where dredging operations may cause increased Gsbidity in the water , coluam. SESD will implemetrt mitigation iacluding: � Envi€onmernal mitigations wili be detailed in coatract da;ame«ts and s6aE1 be speci&c to tiee azeas in whic6 they aze to he app[ied_ Fotlowiog is a seuecu�ary of the environfnental �itigations. li ' Off Shore/In Harbor.Tiu6ediEyr�ums,monitoreng,s�canrfam.c. I� ' Shoreline Areas. Trench dewa4�inS Ptan,esa�iwa ant� sed�nc�tian controls, turbidity haoms, monitoring and restoraCion. F�cisting roc�armaa eviY➢be remoaed as necessary to �ta�l the rep(aceazeve pigeGnes and reinstat�ed Sls�r��a��areas wi[i be restared to pre- ' ca�refction grades, wi66 saccd aexl lamdscapeng �9etza�1s aex� rock a�moa reEstaced as �� E1eu Shore. Erasian a�c[ sectimentafion ccmltee� s�ec� as svP9 fe�e, geatexti[e fsbrie, hay ' �Ees, straw watcle, antc-�¢ackimg�ds. f�s�ae ueas ter �e 6ackfi�ted acid restorecE to gsre coastructian grades aacd coa�di8ioms, wit@e smacd, g�¢ss amd l�eed,scaping materiais as �� (e}allernat€ons of shatlow sr�bmesged Eauds w�th higte deacsiF�es af�lvehaetes, moll�sks � ar aaactoPhYtrc a!� Iec the narr-shore areas, the top of the trenc➢� is armured, p�vict�ng a rocky bottom in ecmtrast with the soft battom seciiments along t6e m3joaity af Ehe replacement pipel'me , alignmenk These acmored areas wil�be sestored cipon camplet�an of construetiocy so that tPtere will be nc�permanent alteration of tFee subm�ged Yands. ' (7}Adverse effects on specified habitat ofta�e vertebrate ar invettebrate species: N/A ' 4.3 Designated Port Areas (310 CMR 10.2� , 4.3.1 Limits of Resouree Area: � (2) Desig�ated Poct Areas means those areas designated in 30t CMR 25.00 of the Coastal Zone Management Regulations.). [310 CMR 10.26(Z)] � Page 8 of 19 ' ��, 1 Supplement to Natice of lrrtent � Marblehead Pipeline Replacement Project � November 2013 ' ' This project is within the Salem DPA, which is shown in Fig�re l. Where the existing and replacement pipelines cross the DPA, there is a Federal navigation channel While construction I ' over the pipelines would be precluded, their crossing of the DPA in mid-channel would ttave no impact that might preclude any development of water-dependent industrial uses. Within the Federat Channel, the pipeline wfll be buried with at least 10 fe� of cover in acwrdance witb US I � Army Corps policy, fo proted it during any future dredging of the chanuel. See also the Plan and Prafi[e in the accompanying drawings in Attackment A. , , , � 4.3.2 Work in Resou�ce Area: IJredging of sediments to insfai�replacement pipeline. See Project Narrative uF Attachment A. � ��.._ e � s�"`a� �'°`a.'"'"'"� �e�,,.�w�, �' .....��•'.�a. :f; 9� ,� � � ' �' ,� �'4= ` ;s'' s ,. � � ` t ��,� a ��., �`'�. � ',M w �� j r, r i e ' tl�� K �a � tf R � .�.\ .4 Q{�� •� a \y* 4 * � � { .�tllpMmV �� -�G1aY4Gl�F!'s ��clsM1Y e �_ _ M.,a�yamwnn..m�u+r N+u�et+mixar n Pigure 2: Salem Designated PortArea Source:MassachuseKs Office of Coastat Zone � Mwragement � 4.3.3 Compliance w#h Performance Standards for Designated Port Areas 310 CMR 10.26 Performance Standarda for Designated Port Areas , (3) Projects shall be designed and construcfed using best practical measutes so as to miaimize adverse effects on marine fisfieries caused by changes in: � (a) water citculation; ' Page 9 of 19 � ' Supplement lo Natice of/Ment Marblehead Pipe[ine ReplacemeM Project November 2013 � After bacldilling of the trench, the bottom topography will be retumed to the pre- construction conditions so as not to cause changes to water circulatioa � jb water qualiry. including. but not limited fo_other than nateual fluctuations in the level of dissolved oxy en temgerature or riubidity or the addition of pollutants ' For mitigadon measures, see response under Performance Standard 6(d) for Land Under the Ocean. ' (4) Projects s6a11 be designed and cansfructed. using the besf paactieaL meacures so as to minimize_adverse effects on storm dama�prevention ar fload contml caused by chan�es in ' sucb tand`s ability ta provide supporf for adjacent coasta6 banks ar adjacent coastat eneineer[ng structures. � After bac[d't1Gng of the trench,tfie bottom topag€ag�hy widI be retumec!to the pre-constniclion canditions so as not to cause changes in sach land's ability to provide supprnt for ad�aeent coasfat banks or adjace[rt coasfai e[egineering stauet�sses. ' 4.4 Coastal Beach(310 CMR 10.2� � 4 41 Limits of Resvuree Area: �oastaE Beaeh extecsds fram Me�au Lciw Wafe¢�M�.t�'j to t�Ce�sa�l Sank_ � �ar tte7isaeafaan of the Coastat Banik, see Sectio�4.5 of ih�s Suagpiement ' 4.4.2 Work in Resousee Area: The work on the Coasta[ Beach iaeciudes t€ench exeawatica�t<r ccen�ect the replacement pipetines so t�e valve chacntsers in Marblehead aa<$�alem,and placetneatt of the tempocdry bypass pipeline. ' �ilt eyuipment,mat�ials,or con.stra�ction delse�s wilI be remove<E feom the beaeh on a daily basis. A]o eqe€ipment, materiais, or consEruefian deb�is witl be allowed ta remaia au the beach during noo-working houLs. � 4.4.3 Complianee with Performanee Stmidards for Coastal Beaclres I' � 310 CMR 1U.27 Performance 5tandards far Caasta(Beac6es (31 Adverse effect be increasing erosion. chan 'g�n�form or down�ifl- 'Fhe azea of Coastal Beach will be regraded to preconstruction topography. Therefore the ' project will not affect erosion, changing form or downd€itt. (4)Any groin whieh will interfere with 6ttoral drift shalt be eonstructed as follows• '' (a) Minimum length and height— Lb1 Filled immediatelv followit�g constmction ' (c)—Sand by-pass system or redredging— � Page 10 of 19 ' � , Supplementto NoriceoflMent � Marblehead Pipe[ine Rep[acemeM Project November 2073 . � -N/A (5)Beach aourishmem with clean sediment of agrain size compatible with that on the existing I�,i � beach may be pemutted. —N/A (6)Project on a tidal flat -N/A ' (7) No adverse effect on specified habitat sites or care vertebrate or invertebrate species as �entified by nrocedures established under 310 CMR 10 37. -N/A i � 1 1 1 1 1 1 1 1 1 1 1 � Page 11 of 19 ' ' Supplement to Notice of IMent Marb[ehead Pipe[ine ReplacemeM Prnject November 2013 1 4.5 Coastal Banks (310 CMR 10.30) ' 4.S.1 Limits of Resource Area: (2) DeSnition. Coastal Bank means the seawazd face or side ofany 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. On the Salem side, the Coastal Bank is the seawali and the sloped revetment. See Figure 2 � below, � � ��.� �"s' . . , .s i " t ~a # � '�' �1 a 5�.,': �` 1.� 2 = i"� � " � � 2[ , � . � �v,: � e r� t c . l�, •- ' ps �.a. � Figure l: Camta!&an&in�em S�rttice:Bing Mvpx t Ou tfie b�fartileheacE side, Etce Coasta�Bam& is Che slaP��P�P whicFs geneaaFly w�aaps aco�snd tFze area of Ccresfal Beacfi. See Figt�re 3 below. , ,• .... ' � ��+� � . � , �.�.. , ��, 1 � , "` * ;, ,.. ;. - ' ` �`�..� , �a� Figure 3: Coastal Bank in Marblehead Saurce:Bing Maps � ' Page 12 of 19 , 1 Supplement to Notice of Iment Matblekead Pipe[ine ReplacemerR Projec[ November 2013 t4.5.2 Work in Resource Area: T6e work on the Coastal Bank includes trench excavation to connect the replacement pipelines to , the valve chambers in Mazblehead and Salem, and placement of the temporary bypass pipeline. On both sides,the excavation would be through the sloped revetment. There will be no impact to the seawall on the Salem side. ' In each location,the sloped revetment will be removed prior to trench excavation aod replaced to the pre-construction grades after bacl�illing the trench. � All equipment, materials, or construction debris will be removed from the beach on a daily basis. No equipment, materials, or construction debris will be allowed to iemain on the beach during non-working hours. � 4.5.3 Compliance with Performance Standards for Coastal Beaches 310 CMR 1030 Performance Staadards for Coastal Banks ' (3) No new bulkhead,revetment seawall groin or other coastal engineering structure ... -N/A ' (41 Any�roject on a coastal bank or within 100 Feet landwazd of the top of a coastal bank.other than a struchue permitted by 310 CMR 10.30(3), shall not have an adverse effect due to wave ' action on the movement of sed'unent from the coastal bank to coastal beaches or land subiect to tidal action. 1 -N/A (5) New building within 100 feet landwazd of the toQof a coastal bank , -N/A WHE I�LA COASTAL BANK IS DETERMINF.D TO BE SIGNIFICANT TO STORM � DAMAGE PREVENTION OR FLOOD CONTROL BECAUSE IT IS A VERTICAL BLTFFER TO STORM WATERS.310 CMR 1030�1 through(81 SHALL APPLY. , -Tlus presumption applies in that the Coastal Banks were designed and conshucted for shoreline protection for the purpose of storm damage prevernion. (61 Any �oject on such a coastal bank or within 100 feet landward of the ton of such coastal � bank shall have no adverse effects on the stability of the coastal bank. On both sides, the excavation would be through the sloped revetment (Coastal Bank). In each ' location,the sloped rev�ment will be removed prior to trench excavation and replaced to the pre- construction grades after bacldlling the trench. The sloped revetments will be constructed to the same detai4 as their original construction, so as to have no adverse effects on the shbility of the . ' coastal bank. (�l Bullcheads, revetments, seawalls, groins or other coastal en 'n� e�erine structures may be � nermitted on such a coastal bank except when such baok is si,gnificant to storm 1 Page 13 of 19 � II � Supplement to Notice oj[Ment Marblehead Pipeline Rep[acemeiu Project Novembe�20I3 ' damage qrevention or flood cotrtrol because it supplies sediment to coastal beaches. coastai dunes, and barrier beaches � On both sides, the excavation would be through the sEoped revetment (Coastal Ba�k). In each (ocation, the sloped revetment will be temoved g€ior to trench excavation and replaced to the pre- � construction grades after backfilling the trench. The slc�ed revetments will be coQstructed to the same detail as their origircai construction, so as to haue no adverse effects on the stability of the coastal bank. , �l No adverse effect on spec�ed habitat sites of rare vettebraEe or invertebraEe species as ' identified by procee�eres established under 310 CMR 10.37 -AUA � . 4.6 Rocky Intertidal Shores (310 CMR 1031) ' 4.b.1 LimitsofResourceArea: ' (2} DeSraition. Rock}+ I�erticiat SEemtes anea�s m�hnaQy ocec�rrieg raeky areas, such as bedraek €u bautder�ew€� �r�s �Sweem� &� �an hng[a watev iene �d f�e meae� Eow waEer line. Qn each shareEiue, e�cere ape m7�e�rm3ty aecuuFcr�g reteky areas acb�aeent ta, but n€at wi91'ecy the ' projeet area. 1'hese rrattaeaily ciec€frrn�ng racl¢y arn��ai area5 wi➢t gttt he impacted$y t[te wo�Yc. fIowever, t�Ce€e a€e roc&y�earsY�ace imtea€nc&a9�s ereated as a resu�E of armorir�g Fhe s&oceisme and the existin8 p�pe4i�e� Ptear E�ee Sa�[ecro s&aaetiune,6&ae a€e rc�&y ares,s in tFne auteu€ie�t aor�e � tbat are asssaeiated with t�e arcnoring of t�e pepecH�ae�ftar it was instaEIed. Ytip rap was gk�ced ov� the pipe in f�e sbaktawes a¢eas tm g�ogectl iC ffFom akcmage. Siflce t�is is ttet "matu€aEly accu€ring"it cFaes aot rsreeC tP�e d�nitiioa af Re�ky Ia�ceeidal S�rores. � � � '�� I ` .�� I .. . . . . . . . . ,�: 1 ,-p: 1 � , . Figure 4: Near-Shore Area in Salem Showing Rock Armoring over the Exisling Pipeline � Source:Bing Maps. , Page 14 of 19 1 ' Supplement to Notice of Intent Marblehead Pipe[ene Replacement Project November 1013 1 � � �!��1 �y� . ' �� . ��M! �' � :l! � �1, M �� . � _ __ 1 � � € p� �.�.m � � � , � x d � : Fdgure S: Neor-Shore Area in Martrlehead TheFJacedV revetmerrt closer irr each photograph � u not corcvidered Hocky Irrterlidal Shores,whi[e the naturu[bedroeh outcroppings beyotrd Hre Frnject a�ea worrld be clrrssifred as Rocky Fntereidat Shorex Pholagra�rh:Parso»s Brinckerho,�;Od 31,2QI3� � In a simeg�r �nan��r, t�e shorePrsne in Macbie�ead � a�so ann�ec9,defmi�eg a sumall beaeh w6iae F&e pipc9uee ca�es as&eore. W'Fcereas the na€urat be�txoc� aeE[crctgpi�gs tTa cEassify as Rctcky ' F�tes[i� �7nores, t�ey zee beyaad the project area aacV wil@ aat be im�actea!_ The exesting c€�truc6cd rev�mwt, wFnich wiIE be ret�ved a�cd reglaeecE in kiBet, is nat c}asSBfied as Hock}+ �ntter�i�7 SPc�res. � 4.7 Land Containing 5hellfish(310 CMR L0.34) Based om tt�e eo�e�ct letfler fcam.the Mass<cct�useds L}rvssioce af A�ar�e Fis�emes�3MF�,Fhe , p€ojec&�as g�emr�e�tcr emclude LancE Coartaining ShetT�esh. At t�€s 4scne,cFaeae has been�site spee�£ac sFce6�fe�survey to delia�eate the limits of this�uese area as ia inter�eets t�ce�Srojeck area �or t&e p�m�perses of consideuoa€g the performanee scandards ia 3 P 0�14fR 10.34,it is pres�uaaaed that � lacnd con4ai�ag sEae§E fish exisfis within fhe groject Fimits. 4.7.I Wark in Aesouree Area: � Dredging of sedements ta insratl replacement pipeline. See Project Narrative it€AYtac6ment A. 4.7.2 CamQdiance with Performanee Standards for Land Conlaerting Shellfish � 310 CMR 10.34 Performance Standards for Land Containiog Sh�sh (3)Simificance- , 'Ffte prajecE area is defined as significant as stated in 310 CMR 26.25 — "When a proposed groject involves fhe dredging,removing, 511ing or altering of a nearshore area crf land under the ceeaa, the issuing authority' shali presume that the area is significant to the irnerests � specified above. When a proposed project involves the dredging, remaving, filling or attering of land undet the ocean beyond the nearshore area, the issuing authority shall presume that such land is significant to the protection of marine fisheries and, where there are shellfish, to the � proteetion of land eontaining shellfish and that if is not significanf to storm damage prevention, flood control or profection of wildlife habitat. � Page 15 of 19 � , Supplement ta Natice of]Ment . Marblehead Pipeline Replacement Project November 2013 1 (4)Adverse effects to land containing,shellfish caused bK � �) Water circulation—N/A �b) Relief elevation—N!A (c) Compacring of sediment by vehicular traffic —N/A � (� IJistribution of sediment g�ain size—N!A (el Natural draina�e from ad�acent land—N/A (� Water quality , For �tigation measures, seE re�crose under Performance Standard 6(� for Land Under the Ocean. � (5} NdwitLstaadin� the provisions af�10 CMR 1034(4Lgrojects which temporae�tl�have an adverse effect on she115sh pcoducffvity bvt whieL do not pecmaneativ destroy the habitat may � be permiEted if the land containing shellfish caa and will be returned substantiaEfy to its former productiviEy in Eess than aae pear &om the commencemenY of work. unless an extertsion of tt�e thdet of CoadiB�ons is �� en which case setch restotation shaFi be compteted wiEBin oace y�r esf such extlenseon. � The battam, i�ludmg aI[ av�oce� areas, wi�l he ret€�rned to pre-eorst�€�ceian coneiitions. Therefaae, the€e vn-FE uat &e a gee�ae�efft impact on shelI�sh habitat. Tite Propomec�t wz�l �I ' verify that post-con�stnzctian caQet¢icsa€s (namely bathykaceqey and bottom sediments} aae reuuaed ta pre-constresctsmm csan�ea�ns as an u�dycator of hatsitat rest�r�ti�. Due to the limiteci carridor of tem�ara¢Y t�ca, ae�Y te�ParaiY timpact to shellCv�� 6ahiflaf ca�e � co�sidered se@f-e�iti�ting,sucrce i¢is expecteei eEaat t�e area af disturbance t�ety wel(eeeoeer ' rnpidEy c�Orc�ugh uahva�seect'stFg ffra�ad�aeeut&o&Co�sueas. � (61 Sheilfish Retocatian—1�F/R (71 Inereased Praluc:tivity—7�FfR � (81 Raze v�teFrrate Q inver€ebrate species—N!A ' 4.8 Land Sabject to Caastai Stoem F'lowage ' All of the project area is irscluded in th%s area. See Attachmem B I?elineatioa PlanS,Figures B-I to D-3. This designation does not represent a Resoaree Area and there are no performance standards to meet. � 4.9 Bank(310 CMR 10.54) � 4.9.1 Limits ofResouree;4rea(1Vlarblehead only): Bank is present along the stream adjacent to the wotk area in Matblehead(see Figure 3). ' � Page 16 of 19 � ' Supp[ement to Notice of[Ment � . Marblehead Pipe[ine Replaceme�rt Project November ZOI3 1 4.9.2 Work in Resource Area (Marblehead only): No work is proposed iu this resource area. I[ will be protected from damage by erosion and � sedimentation controls. � 4.lOLand under Water Bodies and Waterways (310 CMR 10.56) 4.I0.1 Limits ofResaurceArea (Marblehead onfy}: , I.acxl [Jnder Water Bodies and Waterways eonsists of the stream adjacent to the wark azea in Marblehead � 4.l FI.Z Work in Resaurce Area (Marblehead only): No wock is praposed in tteis resaarce �ea. It will be protected from damage by erosion and � sedimema�ion conhoLs. 4.11 Bu�er Zone � ' 4.11.l Lireits ofBujjeiZone(Salem med Marb[eheadj � `I`�e flQ(Y�t'oot Buffer Zane far Salem ana3 Marbte�ead is i�eteea�ed im i� BeEaneatian Ptans in A6f�6n[nenf B�. 1 a.rLa work in the au,,$'�¢.Zez.ee: Wm¢k i¢�tEee Be�l'er Zane includes: � • Staging for the project • �!o€k at and adjacent Ea the va►ve chambers. � • T€iencfi excavatioa Eo connect the r�iace�e�t pi�Iine to dine valve cha�bers. 'Fhis wo€k is not auticipated to aher the Buffer Zone. After 6t�e pigeline is instaIled,[he areas will he res[ored to preconstruction grading and s�crface te�f�ials. � Sedimenf and�osian conErols wi31 be insta6led to grotect ResoE�ece Areas f"rom work in the Buff� Zone. I � 1 � 1 � Page U of19 � � , Supp[emerst to Notice of7�Gent � Marblehead Pipe[ine Replacemem Projec7 November 2013 ' S.0 List of Abutters ,I ' 51 Abutters in Salem ' , _____. —_.—_ --- ..,. __ _ __ . ---- - — Address__ _. . Munici ali Owner ___Plan_ �� 80 Fort Avenue Salem �Mass.Dept.of Conserva[ion&Recreation(f/k/a Mass C-3 Comm of aztrneat of Environmen[af Mana emen[ 24 Fort Avenue Salem F rint Power SaFem G3 ��I ' Source: hostappgeo.ccunlsatemma/Map.aspx I � 5.2 Abutters in Marblehead � � _ - — - _ _ . Address Munic` afetv_ Psrce[_ Owner _ _. _ _,__ � Plan SErams�Wa 1NL�ble�ead fl54-I6 Twvn of 4farblehead C-0 25 Sframski 4�lay MarbleErea� I56-15 Mnmd G�tE C-4 ' 2tt Li R€�1 Mar6lehead I S6-I2 Daeid �F o C-4 I8 L€beF Road Marble&ead fl56-34 Robert A9ichaet Ctecetita� C-4 Souree: gis.m�bleheadosglwebgnsJ , � , � � ' � � ' . ' Page 18 of 19 � , Supp[ementlo Notice oflMent Marb[ehead Pipe[ine Replacemerrt Project November 1013 II � 6.0 List of Drawings ' G-I Cover Sheet ' G-2 General Notes,legend,abbreviations C-1 Overview G2 Plan and Profite sheet 1 of 2 C-3 Plan and Profile shed 2 of 2 , C-4 Area Plan at SESD Valve Structure C-5 Area Plan at Marblehead Valve Struchue C-6 Valve Stnietures Eacisting Conditions ' C-7 Valve Swetcues Existing Conditions G8 Valve Structures Existing Condi[ions C-9 Erosion and Sediment Co�rtro[Plan Sheet 1 of 2 ' C-10 Erosivn and Sediment Control Plan Skeet 2 of 2 C-11 Details sheet 1 C-I2 Details sheee 2 C-13 Ccmtraetor Stagng Area Ptan M�blehead ' C-14 Contaaetor Staging fuea Ptan Salem ' �dd plans m^e stanrped and signed by Rachet J BuyeekEndt,PE ' .Se�Suppderererrtal drformatian,Attachment ft far IIr€rwiaegs. 1 ' � ' � ' ' ' ' Page 19 of 19 1 , I 1 ' ' ATTACHMENT A PROJECT NARRATIVE AND PLANS ' t ' ' ' , � � , ` ' � ' , ' i , Marblehead Pipeline Replace�nent Projed South Essex Sewerage District OMober 23,2013 , MARBLEHEAD PIPELINE REPLACEMENT PROJECT PROJECT NARRATIVE ' BASIS FOR REPLACEMENT RECOMMENDATION The Conditions Assessment performed by Parsons Brinckerhoff(PB) has identified severe corrosion at three representative locarions along the 6,000-foot pipe&nes alignment. In ' combination witfi the pipe conditio�s discovered by the South Essex Sewerage Disirict (`T)istrict")during the pipe section replacement at Stakon 6+00 back in Mazch 20 f 3, the Condition Assessment in fact confirmed tfiat severe deteriorarion of both the 20-mch and 24-inch ' pipelines has occurred. This canclusion is basec!on the Conditions.4ssessmenE wark,which a�cluded direct underwater � observations of the pipelines, uFtrasonic fhicfcness tes[s, and soil eorrosivity analysis. All of tlrese investigations show that ihe existing gapes are severe[y conoded and must Be replaced. ' 1'he public hea�th and environn�utal consec�uences of anafher rupture coutd be substantial, gsarticulasly i€bath pipslines rc�}�t€ue si€cnchaneously. `I`he c�iseovery of deteriorated pipe at rep€esentateve Eocatiaas af several thousaa�d f�t af subaqn�eaus pipelia�e ma[ce planning and � executioQ of replaeeinent diffieuh aud expensive. °➢`tea�e�Pess�thods of replaeemetrt have bee� eva�teated�ed aFe aot feasib[e or wauld recp�nire eo�sgderab�e tix�e to ier�ale�n�t. Becayse our f�de�s ucd�ccaEe that i[�u�ineact fauf�e wilt aceua at ar�y sr�ue,Parsons SrBnckerhof�recom�rends ' �She D�stsict t]�at tfie pipelicies be re�sl�eed usim�Besn-e€P�e�druag higla-dznsi�Y P��Yethy�ene f��'��F�> v�slaiiec€by derecf bu�ia�(i.e.�ae sa�ne umeGFn�aesecl ta ca¢�truct ttee existing ��e[�es} uE a new taeuch adjaeent�!he zr.ist�i�g P�es. 1 R�C0141ME�iDED AC'TIO�i PI,A1�T t "➢he aeeo�r�nended actian ptan is tca repiace F�a�tkee 2€F-ia�➢�amd 24-nnefc p�pe�u�es tsy iccstalii�tg gw�ra 24u�ch Ffigh IIeasity PolyetF€}�tene QF��)ga�ae m�ni�s acros�SaSem HarhEir,betweea 9he euiscing Vaive Stnccture A(Stramski's Fa�tc,MarbtelzeaeF} aeuE Valve S&r�cEure B(LZistricc ' hE�astewater Taeattnent PIanE, Salem). �hese gipes woen�'et be n€tstalled in a paraIIel aligmnea�t a�pgro�na4e�y 2Q(�-feet to fhe w�t oftfie eac�s�g Fsrressuce�cius alignraenf. , �e strangly beEieve that based an the severely gaor eondifxin ofthe existing pipelines cha�the iss�iagce o€any applicabie emergeney ap�rovals ane�a�thorszations hy federal and state jurisdietional ageneies to replace these pipes is needect Any delay in eanstcucting the replacement pipeline system inereases tfce rislz of expeciencing anather pipe nzpture,with the ' public heahh and environmental conseqnences of an unccmtrotled discharge ofuntreafed wastewater to the waters of Salem Harbor. ' At present, the District's objective is to con�plete the design documents so that the praject may be hid an&awarded as soon as possible,with a constreicrion d�aation of approximately 6 �nths. ' CONSTRUCTION METHODS The proposed Mazblehead Pipeline Replacement Project will replace the exisdng pipelines from the �isting Vaive Structure A(Marblehead), across the Pederal Navigation Channel in Salem , Harbor, to existing Valve Structure B, at the District's Wastewater Treahnent Plant in Salem Draft preliminary plans (dated October 24, 2013},provided separately, show the proposed ' Page t PA�iSONS BAINCKERHOFF ' ' � , MarbleheadPipeGneReptacementProjed South Essex Sewerage District OcKober 23,2013 , replacement pipelines aligmnent and vazious details. In-Harbor DredgingPPrenching ' The trench for the reptacement pipelines in Salem Harbor will be excavated from a barge, requiring excavation to depths of approximately 45 feet (beFow mean low water)in mid channe(. Excavation will be guided and verified using GPS technotogy to stay within the proposed ' alignment and depfhs. It is proposed to place the pipes in a trench that provides a 5-foot minimum cover(10-foot in Federal Channel), comparabte to the existmg pipetines. ' Excavated materiats will be cast to the sides of the trench, and used to hackfill the trench following pipe insta[Iation. Sedimeat graic�size and soil quality has been estitnated based on investigatians performed under the Conditions Assessment work,and is available separatety. Excavated materials wil�F�e predominantly organic silts, silts and clays. Teabidity monitaring ' w�7t he performed d�uirEg excavation and backfilling; and turbidity barriers will be used as required. ' Backfillicrg af tfie trencle�s c�cpected to produee some excess of mateeial,equivalenE to the valaxme of fite two 24nsch d�aafeter replaeement pipeP�es and co�rcreFe colIacs that wilE be used in the enstallatioac af tl��reglaeeanent gipetincs. If aIl mat�riaf is pBaced a�s baekf�l�,a te�poaary ' P€ecal i�crease of 2-fe.e9�n seatrecP etevation abave the piges wifl ses��iff f�Yce�.�oea4side of t6e Federal t�avaga€ia�GluamaeL This�a�acding afi�cfsfiie abvve the gnpes wiit strbsiaPe ctge to se9ticanent and tid�9 aetia�,eve�tc�aliy bieaid�g into the s�rranacE�g bat�oay. The zoai�vrifhin the � Fecferal F�avig�tiama�l��e➢st�aIl be restored i�media�ety tQ i4s p�c,-existi�g eP�v�ata�ns fo�tay.�g instaEl�tii��n afft&e r�p�aceGneart gipelines. ' Te�pc►rary Bypass AIear the shore➢i�es,��rc�taceanec�E pige�ines wi�4 be p�aeed in f�e s��e tirene&as 6E�e�cnst�g pipelimes to avoic9 exge�siv�roek excavation aear f[�e�cbcitive vaIve s[a�ec�ures a�cfl�sgrezating � pipelines. S�ee wastewater t�o�rn�6 corr�ui�ae uniretercupted dur�g constructi�r�,a sF�orE-aem�bypass wiil � be rea�ui€ec�. 'FI�s wilfl ree�u�-e tlae installatian of a teanporary hypass e�su�g one of the pecn2anecrt pipelines that wi1E be pBaced on the ground sur&ce acuI haed-piped daaoea�t&e top of tiee eacisting vaIee struetures vn eacb enck Temporary measeires wilt be in g(aee ta res�rain a�d p�otect the � temporary bypass gi�seliaee during const€uction Pipeline Insfalla6�rt by the by the F(oat and Senk Method of InstaDation � The replaeement gressure mains will be installed primaeily using the"ffoat aad sink"method of constraction. The replacement pressure�ins shalt be provided wiffi 7 foot wide x 4 faot high x 1 foot thick precast conerete coIlars every 10 to 20 feet. Precise size and spacing of concrete � collars wifl be established detring finai design. The concrete collars are attached to the HDPE pipe to counteract the effeets of buoyancy. ' The HDPE pipe will be joined by fusion welding methods, follawing proeedures specified by the pipe manufachner, atxi wilt be tested before installation. HDPE pipe joined by these methods is widely used across the natural gas distribution industry as well as for water and wastewater � pipelines, and produces a completely uniform and monolithic pipe. The pipelines will be tested in accordance with contract specifications before commissioning. ' Page 2 pq�ONS BR/NCKERHOFF , , , � Marblehead Pipeline Rep[acement Project South Essex Sewerage District October Z3,2013 � Permanent Connection to Valve Structures Once the temporary bypass pipe is connecfed into the valve structures, tested and placed in ' service,the existing pipeline sections that cross the shoreline at the Marblehead and Sakm ends , will be excavated and removed. The shoreline crossmgs were installed in trenches cut into bedrock(ledge),which were then backfilled and azmored. To avoid the risk of encountering ' rock in the shoreline areas the reptacement pipes witl be installed in the existing trenches, and the backfill and rock artnor will be reinstalled. � It will be necessary to pIace the&rst pipe in service before tF�e temporary bypass(second pipe) can be disconnected, relocated irRo the trench,and reconneoted. All connections wilt be Eested before the pipes are place in service. ' Eavironmental Mitigatiau Environmeatat mitigatians wiT!be detanled in conUrad docuuients and shalt be speeifc ta the tar�s in which the,y aze to be applied.Foitvwi�ng is a s�ienm�ry ofthe environmentat mitigations. (Tff Shoret Fn Harfinr_ Turbg[ity boQn�s,Ynonitoring, siti curta�s. tShoreti�re Areac_ Trettch devwnter�g p4�, e�osiae�amid sedsnen9aGits� conira�,tunc�dity bvoms, maraitoriag aml resenratio� �xis��ng rock armor wetF b�re�ved as neeessary to i�sEatl the ' ceglaceme¢t gipelines and reinsta3�e€€. 3fioreli�ae�reas wil�be sestored to gre-canstrt�cEio�g�ades, with saucl and ian�scaping c�ater�ats and roek ac�c�aep�ced as recyu"sed. ' E?n Chnre. Erosio�aud sedime€�ta�€on eomteaE�sefeh�ac silfi fe�ee, gzotextile fabrie,B�ay N�es, s�aw waitle, ant�track�€cg pac2s. Ons�ore aae�s tce be b�c�Cf�9ecfl aud cestored to pre-comstnaeuan gractes and ccfnd"etiions,wit�t sand,�ass aud�a�cts�ap�g�atesia�s as requ�red. � � � � � ' , Page 3 pq�SONS ' � BRIAICKERHOFF ' ' � 1 2 3� 4 5 6 . 7 8 '�.� 9 1 O 7. ' CONTRACT No. 13-1 A MARBLEHEAD PIPELINE REPLACEMENT PROJECT � SOUTH ESSEX SEWERAGE DISTRICT 50 FORT AVENUE I B SALEM, MASSAGHUSETTS 1 � , ' �''� ,� S e ��p o J�N r � A . �, .�;.;'• : . � , � irr' r , t • ' •'• ,��# •,�I�c� d .( /` � UISTRICTBOARDMEMBERS irvoExoFoanwiHc,s QI1tL�C �� • •`)f' GErvEWi S SC\l � � � �� / . �/ \ , �i coem s��r �• � ��/b � � t / - I WALTER A. DEFILIPPI, P.E., CHAIRMAN o-z �Eau.wo�s.�c�+o,wo�aeacHnnwrs • �\ INDE%OFOMWINGS � �/ � , � O � � Pi � eri � � � � MICHAEL F. COLLMS, P.E., MEMBER, BEVERLY . • �_� ;>; � � • � l RICHARD P'. RODGERS, P.E., MEMBER, DANVERS CIVIL o c=2 �N��T, aF 2 • �_�a � Oa� Ralf�� / Knap ROBERT J. LANGLEY, P.E., MEMBER, PEABODY ' c-3 cux am P��s�ac.z cF z • �� .�� de` � f� ROCIC DAVID H. KNOWLTON, P.E., MEMBER, SALEM C-4 NKR P1N1 RT SE50 VKVE SThUCNRE f��' F5 MEI.PIAN hi YAPBL�IEM V�LtE S1RI1ClURE O � \ � l o-z vu�c smucmacs cusnxc mxumaxs • �D � � � / � AMY MCHUGH, MEMBER, MARBLEHEAD c-i wu�smucnRcs hurrn,wr rnrvoina+s � � �� - o-a vK�smuc�urscs c�rau�nr ca�omorvs • ��-Sal � m Ter I�1 � ( � c-s r.xosan nno gniuer�r canma i or z O � - �/ � O `/' ' o-�o ueosox nuo gniurrvt cexma z ov z � : • . P�� \ � �rf � �/ /�� S . o-ii oera�s s��r� or z o-�z ocruis��r z ar z .:z 3 C-1} LCNIRA[TIXt STAPNG AREA PV.N-YNiBIFNEPD . .. C-1� CCNTUCTqi STA�NG ARER PW1-SAIFM � � . / � ��. ' — c� 9 — —� � �d5fi1NG_.__�y E ✓ ,;y,�i 16PELjyES !Va s,.�' --�' � � UISTRICT ADMINISTRATION t e � '- q , . � ALAN F.TAUBERT, JR., P.E., EXECUTIVE OIRECTOR - � LIGN NTfi _ DAVID MICHELSEN,P.E., DISTRICT ENGINEER E C�ENT � ' ' P��ELINE � ` o F / . .�Q �.: �. ... ..: ' � ht s/ o�er o ,� � .. � t, ►ni .. " „ . I m Por"r-� s� M 3 = , � � • P FOE2 NOTICE OF INTENT ' SUBMISSION ONLY . . � � .�-��`�� • •. _ ' � �.�� .� w �a� , ' � _.��.0 �'n� H . I �i�� Iz.�d ' E ii� 5 � SOUTH ESSEX SEWERAGE DISTRICT , Date: � Scale: Drowing Title: +` Drowing No. � s CONTRACT No.134 � -� SESD ' ' Q SOFORTAVENUE s�qsF �,��— 'i'1/1p/73 AS NOTED � COVER SNEET G—� F MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM,MASSACHUSETTS � cs w�m � � 1 2 3 4 5 6 7 8 +I 9 10 , 1 2 3 4 5 6 7 � 8 9 10 �I I , Fl A : � 1 � I i ' ! ' DATUM WFORMATION LEGEN� �ELEVATION PROJECT OATUM RELATIONSHIPS_TO . . rvai[s: OTHER DAIUM --21--CNE FCOT LCNIWF 1. lHE EIEVAilONS OEPILTED HEREON ARE 9PSE� 11PON MFAN B r B —'20--A4£FOOi CLWIWR LOWEB LOW WPIER,11�AL EPOCH 19&1-3001. H4SE0 UPON 1J.3 1W YEAft fL000 , . + 93 SpOT£LE✓APON . . . . , . � T�PL BENCHMMK SiANPING 26<5 C 1992 EtEVA➢ON� 159Y. OELI0UCU5 ]F££ THE BENCHMMK IS P�ISK $EI IN iHE SOUIHFA51 QIIA�FPN� Q OF THE CIRNIAR CONCREfE FIAGPOI£BASE APIACEM TO SEMER MANHIXE SALEM HPRBOR POWER SIAPON OF}lCES. ' ��y M� !� �RRM MRNHIXE 2. THE FE�FIUL CIUNNEL AND SOVN�ING WTA�EPICtED HEFEON 9)' MHHW �i 1. (/IIUiYPIXf - WAS OERNED FROM A PLW SET EMIiLED, I.WMEWWLE � 2� MMy '�' V11UIY PIX£W/Op1T pREDGING 32 - fOOi AWN SHIP CWWNEL, 10 FOOi SOVTI . � ' -'- yGV RNER CHI.NNEL 8 - FGOi CWJINFL k ANCHOFFGE BASIN LJ£N � '� O° HIDHANT MARBOR 'PREPMED 6Y US MMY COFPS OF ENCMFFRS, NEW 00 NWW9 � � WAIER GA1E ENGLW�OISiRICi. OATE�03/xx/O6. REFEflENCE NVMBER C-l. 429 MSL a.4' ❑ CAiM 9A9N SHER B Of A (PREOMIWJiY SET). f"O/' EOGF CF PAKMENT 3. 1ME HORIZONLPL CONiROL NEfMORK IS BI.SED UP�N NOR1H ' FN� FOUND qMERILAN DAiUM OF 1983 (NAD83). MlSS�CHUSEitS SIAiE ' � � ' � R G BELOW LRAOE PIANE COOR�INAiE MIEM. 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M�IilOR4L BVRIEO IRIlf11E5/5ffiIICiURES MAY BE ENCOUNIERFD.THE PROPER VIRItt ENGINEERING AC qBEA05 LEMENT DEPPRTNEM/COAIPAM'SH41 BE C�NSVLIED AND iH[ACN0. �- LLF CIWN 11NK FFNCE LOGilONS OF SUBSURFME SIRIICNRES SNPLL BE DEfERMMEO IN iHE FlELO.CONIDCi 1HE�IG SPFE Gll CEHIER Ai ' 01 pI1C�ILE IRON 1-688—J44--J2}}5[Y�MY-TNO NOI1P5 PRIOR TO �rg. pRpWING E%UVAiION,GRFOING PNO�OR PANNC. - EL EIEVAPON I Elev. EtfVATION ], RLL UlLLltt LOMPM'IES.PUBIIC FNO GRNAtE. INCW�ING iHOSE �, IN LONiflOL OF MIJLIES NOi SHOWN ON iHE�FAWINGS MUSi I &isL E%IFMG BE NOTIFlEO (SrAIE OF lµ FC15 OF 196},CHSRFR 3]0) . � ' , H�PE NIGH �FNSItt FOLYEfHYIENE - PRIOft TO IXCAVI,➢NG. IN4AWNG, PACKflWNG,M'�CRNMG � OR PAVEMEM RESORAiION. HR HIGH ilOE LINE Max. 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CON1FACi0R O.C. OH CFMEft SHALL IINDERTAKE MEl5URE5 TO THE Pft01£CT TIE EEL GRASS � BEO$DURING CONSIRUC�ON AS �FSCRIBE�IN iXE CONTRACT I _`_° _°°'" `__�` =`W`"""°'�"'°� °°`°M"� S U B M I S S I O N O N LY R F sve=. saEciricnrioes F I ' y � Sla. nATON 1 t.iHE CONiPACTOR 5141L CONFME ALL CONSIFUCiION ACIMPES i , f 7gC � WRHIN TIE ESrPBt15HE�11MIT OF WORK SHOWN ON iHE zTro �I�L OMWINGS.UNl£SS OIHERVlSE MPROVED B!THE ENGINEER. 0 OWAEIER 1].RE),IOYE LIiIER MILY WRXIH iHE LIMR$ OF WORK. { 1 S S � , � G G Yp I 6 II. 1 � I i � I � ' F I I � H HI I S , u - . 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T�V` � �Y' � '" ' ¢ .r 5 �r 3~ � rt.S x- y . 9` ��'`.� e >•_ '�'�� 4 , ... � � N � - N � i] � �r � � �� 5 ti a'> ` } , 36,f�CP � c� �. ,, . . ��;� � .. " � , .. �,r� � t � I tt � i ,�� DRAI {OUTLET.. '�� 6� '��'.�,�` `` �� * .. �& j s 'g. � � 7�:��,,� � � �� . '=3s .`, ,W*S � �, � I E R ` C DWL-; �• ��` P �' � � ` F • Rq � � �" �` , �f�i�� 0��. ' �� ' � ��g.�� , � � E• � 5 �+pCY � � l,d` Tjy��1{�GAM }-� p �� k �� Y 4 4 � 4 1VIlGl� �R�J �� 1�� TY �pµ� �� y j � I . .Sti� �� .w -� . zM��.�� k* . � � A t �" ,�^y � g 1 �� .��-y�� .1 *ft `t�� ` � �..� � � .�T ` ;. � � s �. �� : � �� • �REMQVE� �s�� s i � � '� , > �x � � .�+� , il � F ',,. �. ST <. uALVE� ,�� r ' 1�,f ��ONAT� 4 r. �v. *+ ; ��.� � ;. �k a Ct,w � /} �B SALEM) ' � EXISFtNG CLF ; ,��^ �� a��_�A,APROX.MHW(T ; �'� � � � � �.�I X � ° SEE D�7 S:OM'��4'��,,� ,� , �r wF �x r. . ,�,� � �� „ +„ ' . � �. g K�� : . �� C-� �S .. � �^` 'i. �� y:, 'T �,""�h_'�.. h - � � s .d .. ��: a : �� «F, ». .� z �. ' ' a �'a.� '"'. FOOT.PRINTyt ,�fl,,� `�: �`„�`�i *•8"�MLW� '4 �� swtu �e p �� s �_; .�... ft . _ d.,'re,. �..�4`, T a�� aN;� �`P,OWER i.'" L�li 1�4��*a.lc f"k_�'S � �*�;'v�� '#� �k- vM. �y��,�O � 3 p" } _ `�i' � ' �a �,� ,Y,� �SALEM �`'s� � � "` � r ��" �s' ' c A `� � ry a - .'.. ` � " x', � F` ` » � i w y+� :trt ��'�, � , g� b f �4 . . � • tY •- a1. � 4 y�S�� ' ��yy ..�A : .T;. . . '"s � . f�,YZ 'S 1r .e+�a. . g' � '. .� k4'� � .- . , t� 9� e,� 4 x L'� � � � � � N . . � .._ _ � �.. �y.,, ,r� x � _ , � .. . . . i' , e'u.-a. r . �F�3 x � . � .- � � _ . �. . . :. + ` . . ..'r"+�V .. . , .s c t . ' .. . � G �. : .. ��. E �. . .. ...�m.J. . ..-r ' ' . �. �� 1 j NOTES: � 1. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER, � S TIDAL EPOCH 1983-2001, BASED UPON TIDAL BENCHMARK STAMPING 2645 C ' � 1992 E�E�AT�aN - ,5.9z�. FOR NOTICE OF INTENT — � 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM 9 OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. � 3. FOR SiAGING PLAN SEE DWG N0. C-14. SUBMISSION ONLY � 4. SEE CONSTRUCTION PHASING PLANS FOR ADDITIONAL INFORMATION. ; , � ^ 20 40 60 . . 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' ..� � ° p , - �._� � � ,� � � z. � r ' �,�� ✓� I�S ,� �, I � � � ..� ' � "e ��}��sJ ��°��''st� d v �� ,��"°`n'�,h� . , f� � � �`� n `� °�� ''�� `�� ab +'"� a�}�� ,d� 'i.� � � ' +..�1. �� . . ' _ .-�y.� « �� '� - . � l � � n i fi � � L7 � � L 9 9 1. £ � Z L � L ' 1 2 3 4 5 6 - 7 8 9 10 � ' A � . q �l, II�, I ' � � � _ = J I --�� r . ,, � B Bi � E%ISi1NG . I I(I f3L R[MOVE� � I . . . _ � . . za'r[c wmi I I LIxD FlANG[ - �� I ' / _ . .___ __ .__. � , � I _ I I \�� ! I .�SUPGORi(ttP) � I I � SUClION LINE _ _ _ _ h___ _.� L _ __ )_L� � — � - ��:� �_� � � a � � � - - _ - ' rIr/L�- � -- — F—,� _ .. �"_ ; , _ _'�. . _ RENDVABLE-t' I I - ___ __ —_I C. I C �__� GflAiWC I U � YIPE SOPPOM(1YP) �___ ___ E%ISiINC i 1�BE REMpYEU I , SECTION VALVE STRUCTURE B (SALEM) SECTION - VALVE STRUCTURE A (MARBLEHEAD) SCALE 3/8' = 1'-0 � � . . SGtE 3/8'= I'-0" I ' o D �I � lfi iLOW MEIER za'v�we�munuuc . =` I ' 24 01 PIPE - _ - - - �4�%16'CONCENiPIC INCRGSEfl (1TP) -_- � PFESSURE GAGE � I _ __ . .. . _ __ I _ �_ __- �1� _ I _____ I . � I I 1 �� -� -- -� _ -- - , _ --- -_-_-_ - � , � --�-� � _��r_ . _ �-- _ --- -- - __�� -T `- i - -- E \� � � r w� . . i � _ / � . E i � � T 55 PIPE AND I , 2%2%2' SUMP I �I 24 BlINO FIANGE COIIPLING�E POIHERSJ � ' \ &.LL VN.VES I /' SERE ( . �� ___ ._ _ ___. � r«- - -�{-� ={-- _ _ __ _ _ \ . .I _ � _ ._ I_ � —j —�� . �� f z � I .. . /, � _ ]Q GPiE VALVE - I �� ,� .._-. - \ .. I .... _.. n _ _ _ _. __. . _ , - _�_ � 20'LLE WI111 24� StEEVE IYPE IS' BEN� � ___ _____ ________ BpND MNCE COOPLING I � PRESSURE GME ! _______ _ ______ 20' PRESSURE SEVIER � `s F _ . — ___— —__'—— za'xiz'corvccxmic wcecvserz Om) --- F ::, . , � zo'oi Pivc ' iz' «uw mnEa € 20 ""�""C0p1'0NC SECTION PLAN - VALVE STRUCTURE A scue a/e-= r-o. I ' � SECTION PLAN - VALVE STRUCTURE B i � s scn�e a�a-= r-o� I Z' F III.. ' � G . . C = VALVE STRUCTURES FOR NOTICE OF "r� EXISTING CONDITION ' � INTENT SUBMISSION � ONLY 1 � � n H H g SOUTHESSEXSEWERAGEDISTRICT � Date: Scale: Drawing TiUe: Drawing No. ' � CONTRACTN0.13-1 $pFORTAVENUE �pp�p{s �.��;n,_, �>>�i2�13 AS NOTED �/+LVE SIRUCNRES E%ISTING CONDIl10N5 C—G "a MARBLEHEAD PIPELWE REPLACEMENTPROJECT SALEM,MASSACHUSETTS � 1 2 � 3 4 5 6 7 8 9 1-0 � 1 . 2 3 4 5 6 7 8 9 10 - ' A FOR CONiINVAiION 5[E SNEEf C-S A —FON LONiINWiION SEE SNEEf C-d I , � ' � I 1 -� �--r �--� -L�-- -� B .�P. B ; , iEMP. BYP/55 _ BTVlS$ � i 1<'H�PE E%ISPNC 29"H�PE I i0 BE 2EMOVEO 2'WC SAMPLINC � I .. . ! �. i ' I ` JI I I !P-Slll'1'ONI�(l I I I. sucnory urvc �—�� r�.��- -. _�F-L -J 1'�f` _.__.�'—__ �_�-._ _ _ za .cr wvx .r . � urvo rwrvcc _ 1 ��_�- � � � � � � � � - ' � _ _ _ . _ � �� . - -� H _ , . I � ' �- - . REMOVP9LE - ' J C I C � GFATINC� � IXISiINC PIPE NPPORi(iTP) ________ ___ LO BE i REuOVEo I � ' SECTION SECTION — VALVE STRUCTURE A (MARBLEHEAD) VALVE STRUCTURE B (SALEM) scn�e a/a'= r-o' scn�e a/s'- Y-o^ , � � Di I� . 2<'RE%19LE COIIPLINC I6' fLOW MEIER i0R CONiINUB110N - � , ' — . iEMP_BYPA55 — SEE SHEf7 C-4 �� . 14'01 PI�E RG'%I6'CONCENiRIC INCRF.ASER(rn) 24�NDI'E PRESSURE GAGE II m SIAMESE WY d"GpiE VALVF - __ I q . � _ O �� I �_�� - I- _� .__.. I I `\ _ _ . . _._ - I " v-•-•�yi< E � . —�� -� " -� - _ _ f E \` � W� �T 55 PIPE ANO � � 2%1%Y SUM � ��I `-"��1EE VR11 44' � SLEEVE M1PE v }0'PFESSURE ' o BqLL VPLVES - - _ _ � BIM fiµGE COUPLING - I u � �. � — i i� zo'cniE � � sEwE (a oin ) m \ '_ . -"..: - _- _-- _ _ _ ��_ _ i vn�vc j __ _ �o- `� ,� _ "' _ _ ,____—_ _ ' _ _ �- i i 0 o - _ �� - r� ..- �.. . -_ _ _ _—- _ —_ I -. ,.n� C _. --_—_ . -�--_. _ i,��= �._' -� � _ ___.__ _ ' — _ �z'- -__ __ .a..s .-�s � � -y s�cEvc rcee as ecrvo ' , � _"_'_'-'__- —- - ----"----- 2�%12'CONLENiRIC INCRFASER(ttV) COUPLING I. 20"iFE MiH 20 � -� — �T iLOW HEfER BLINO FlANLE 2p'PNESSIIRE SEWER .�, YftESSUftE CAGE -"""----- V F SEE NOIE I iEMPORPRY SUPPORi/RESTtNNS fOR BYPASS PIPE(SEE SPEC.%%) iEMPORPAY SOPPOfli/RESilUJNS FOR BYPASS PIPE(SEE SPEC%%) F ' a 1H15 SHEEf 20'01 PIPE iEMP.B1PA55 2�"NOPE PO FLE%16l£COIIFLINC i0F CONiINVA➢ON SEE SHEEf C-d I ' ' SECTION PLAN — VALVE STRUCTURE B SECTION PLAN — VALVE STRUCTURE A � � scuc a/a'= r-o' 2E: scu[a/s'= Y-o' � 1.SEE CONiRACT J4-i]S4EET 6 OF 8 FOR S1[CL REM�ORCEMEM �� PNO OiHER AROCNINL DRN6 USEO Ri VAULiS li , G I = G FOR NOTICE OF 0 � INTENT SUBMISSION k �; ' F L ME EIEVAlIUNS DEPICiE�NEREON ARE fl4SED UPON MFAN LOWER LOW WA¢R, VALVE STRUCTURES O N LY - iIOK EPOCH 1983-IOOL PASED UPON ilOAL 6ENWMMK 4AMPING 26�5 L isss eiEvnnor+ _ �svz. TEMPORARY CONDITION � z. TMc xor+aouu�coxiao�rverworex is easEo uPox uoreTM n�ncaic,w onruM . � � OF 1983(NR�Bd), M455ACHUSEITS SiAiE PUNE COOROIN4IE SY9EM. � �I r H H ; � � SOUTHESSEXSEWERAGEDISTRICT Date: Scale: Drawing Title: D�awing No. ' E CONTRACTNo.73-7 SOFORTAVENUE � ��'��. 11/12/73 q5 NOTEU �/�� SIRUCTURES TEMPORARY CONOITION C-7 � MARBLEHEAD PIPELINE REPLACEMENTPROJECT � SAIEM,MASSACHUSEl7S C 1 2 3 . 4 "- 5 6 7 8 9 10 _ ' 1 2 3 4 5 6 7 8 9 . ,a �1 i 1 FOR NOTICE OF A ; " INTENT i 1 �s� SUBMISSION ONLY �_� ; � � __ --�� , ------- - __�- - ; B uisnrvs B II ' . ra ae �I� ' FEMO�fD ' 20�lEE WIM �I ]'PJC SPMPIING LINO LIANCE SOWON LME ' . r. . �� , _ L I � COURING��'. .' I �I�SOPGORf__. . .. ��.. �. �� I� � � FIOW _ . XOPE REMW�A9 C ... . I C . C V� WAiER IXISIING i0 BE REMOYED I II ' SECTION SECTION — VALVE STRUCTURE A (MARBLEHEADI �I VALVE STRUCTURE B (SALEM) �, sr.,E 3ia•_ �-o� �3ie. - ,._a. I , p � is'z - . 5t p .. ' - 2f RE%IBIE COUPONG— - �fi ROW MEiEIi — - _� . $C 01 PIFE 34'%16�CONCEMkIC INCRFlSER QW) � R'F1FX LOUPIING PRESSIIRE G4CE � . ! � SWAEY 2l'CRiE-AL4E - �l � _ _ I . . I . .�e _ _ � T E � E l \\ - Z � __ __ __ _ _ . . __. v- .�_ _ _ __ ' �\ ... 3�SS PIPE PND 24�NOPE 2C HOPE 2'�2'a2'SUM � 2<TEE WIIH 2<' SLEEVE 1TPE - }p'PRESSURE � � � o qe1 �� o BLINO FlPNCE SEY/ER � � I _ \ 'I I - C 30'VRLVE � _ _ __ _ _ .�� _ ___ ___ _____ . _ e _ _ ' I _ ._ . '"' I- _._. __ __ _ _S , - SIEEYE ME IS'BENO R£%.COONNG COIIPIINC ' 20 iEE YAiH 20 BIINO GWlGE 20'PRESSURE SEWER ry ' PftESSORE GAGE " .. F . , $ F sc[no� i zo'.ir corvccxwic wcausER(rvr7 - ,Tg� INIS SNEET 30�LY PIPE ` 2�'Fl£XI6l£COUPIING 1Y fLOW METflt � I � s SECTION PLAN — VALVE STRUCTURE A SECTION PLAN — VALVE STRUCTURE B ; s�wc aia�- ,-o� - s�c .r�s-= r-a . . a' I I 1 9q G i �� Ci 3 V 2 4 6 � F . � � 'M = I'-0 r g � HOTEs. 1. iNE F1fVAlIIN15 DEPIGiE�NEPEON ARE flM1SF➢UFON MFPN LOWEfl LOW WF1ER, t nou.wocn �se3-zaoi,ersco�raH nwt ecxcxuutx srana�x�zscs c VALVE STRUCTURES . 0 1992 EL&AiION= 15941 � z. TMc�oaaoxrn�cawao�H�woaK is anseo uror+xoaTM uerair-+N on�ua PERMANENT CONDITION � � � Of 1983(NP➢81),M4SSACHUSEIlS STAIE CIANE COOROIIUiE SYSIEM. 3. SEE COMPPL�]4-1]SXEE!6 Of 9 FOR$IE£L RFNNRCEMEM ANO OiHEIt E. smucnwu oErnus usco nr vw�s. 3 a. corc vuvEs.o auwx in rusc. N = H � , � SOUTHESSEXSEWERAGEDISTRICT Date: Scale: Drawing Title: Drawing No. eCONTRACTNo.13-1 SOFORTAVENUE Wtpl�G�IMOFF - -��"S.t��— >>��y�3 AS NOTED VALVE SIRUCIDRES PERMANENT CONOITON C-H . MARBLEHEA�PIPELINE REPLACEMENT PROJECT SALEM,MASSACHUSETTS � 3 . . - n � 5 6 . . 7 8 9 10 ' 1 2 3 4 5 6 7 8 9 10 �,i , wiac oa mox eouxo aucs ��E � � A i A OF$iRAW PlACEO AR011N0 WHERE 6LOCN IS PMMLY O[LOW flF.MOVAI El£VAl10N. � GTCH&SIN UN11LlEMP. NEW PPYE O�� NpY OR S1RAW � C�YPLETLY REMWE RN� 85CKFlLL WRH $UIiIBIE " i PUCE�AND POPOWPY SWEPi CLFPN. fULNFlLL GROM 51lE ' _— _ &LLES IO BU1T • REMWA�El£VAMIN AS I 2�% 2 XMUWC00 iOGEfHER W' NOIUlEO ON PtAN C-9. � p —_ ❑ SIHIPS (IYP.) iL= VqRIES OEFFNOING OX O� � � — (3 PER H4E) ' HEICM Of SLOPE �� . NOiES: � �V1�SIEEPNESS OF . �'1 I i.rucc eucs w n aow w/�+os aesuinxc cwwc . nowoi SEC710N � �' , II la I I �I � nc�mr�e�nrvc*�e nn.wcu+*rx�s. � Ar roc or s�wc- , Yi � exisnHc seouxo oi � I.SECVRELY ANCHOR FACX BOlE IN j INIERSECiION plpCE WIiH $'X 2'HMOWOOD il'_�� 2'�2'r]'SirV(ES EALH flLLE REMWE M'0 06fM0 �EBPIS. I STN(ES ORIYEX TIROIICH 1HE BPLES REMOVE BOIItDERS ON�SiONE BLOCKS.OISGRO RI�EPM OF 1'- fi uln.BELOV/CRME I � . �� B M'GLE THE FlRST SiN(E M FACH (E%CEPi FOR SEIECiEO BlOCKS FON REVSE) ❑ � 8NE TOWRR�S PREYNMISLT IAID fl4lE REMOVE SOILS (REIISE ON SIiE TO EI(IENi P059BLE) B ' ' II— II - -�_ - I I I IIII III ro roacc aucs*occrxER. P�{1N P�flN _ I �.rxEo�r+mr nusa[c*ervo aaouvnr � REPMR OR REPIACE BFLES. EMB0.4KMENi$LOGE I; _❑ ❑ ❑ �_ 2 3'3'x}' STPI(6 FACH&VE _� II <.XEEP SEDIMEM l£VEL M UCX UiCH () _ H451N SVNP lOW ENOIICH TO AVOI� --{•t(\(� �.h�l( YUIMEM EMERINL OISCHPRGE PIPINC. _ EMBNIKMENT SLOPE REMWPL ELEVAl10N PS �I� , - - = i _ IN�IGIED ON PIAx C-s. � , S.ftEMOVE FROM EACH SVNP AHY ACLIIAl11LATE� E%ISTNG SEOIMENi PN�OE6R15 9EFORE PCCEPiONCE GRJUND ERE BLOCK IS PARIWLY BELOW REMWFL ELEYAiION. II BY T1E AVLHORIIV. COMRERY RFMOVE iN0 BFCK{lLL WIIH SVRRBLE fl1CKFlLL FROM SRE I . OVEftVP ECCES i ' � CATCH BASIN / DROP MLET . TY�E �A� 1YPE �B� ELEVATION � �'� � NATH SEDIMENTATION CON7F20L "o'E` ro ec useo iN �ocnnoHs vmerz[ �o eE usEo vmwc ewsnrve I X5 T1E E%ISIIHG CPOIIN�SLOPE$IN GRWND SlLPES�WAY FRON lHE REMOVAL OF DEBRIS. BOULDERS AND STONE BLOCKS TOWMU ME TOE OF lHE EMflVJKMEM TQE OF IHE EMNNKMEM . N15 IIIXY NLCOFN$fM'ES RIII➢IO O.C. wm.ax mrec �wcE(uirv. ia i/z cwcc. �s'uiH. �cc aosr. BALE� HAY OR S�AW Q20510N CFiECK$ � , — MqX.fi MESH SPACING)� DFIVEN.MIN. 16' IMO GROUNO Ni5 . _ .I ::::•••....... SIPAW WAIIIE(13 1YP) \ lo'MnX.[.i0 f. urcn ro ae I ' zxzXx'xvaofr nu�cs wuo io'o.c Preorzaco us ' � � PIACE POpIIONFL fIt1ER SIPAtl WAI1lE ItY 11P WI.IER ilDYl •::::{:�• I ... YAiFPLOL ON SOIL i0 FlLL � �"::::: D ME SVl1 9lINEFN 1HE N9f .. \ /.NU INE CRWNO. PRG LO 9E PROIF.CIED D . � �S 2� %3 NMPNW�SiRIPS WCRH MFA ': 0j MOVN�$OIL IN FROM OF HRT H4f (2 PER 8LLE) / ::. W�RN 0.4FA � I , �y 4�'Oj � \/ /�/`�/�/ :::: / //�//\��\// �/ :... PERSPECIIVE VIEW OIREC1qN I 5lRAW.pPMll1FL�ONCOMOVRS F ��//�\`�/ /�%�\�\�� \��.\"\� i �� i`/�/ - xrs oF aow-- i uuoismrzaeo arsnec cw.oE ��/��j��/ / / / /y ��i � - ^� \��\��\�/�� . I . / I ' _ WWEN W1RE fFNCE(MIN. 11 II2 GWLE. M�%. . �� fi MESH$P.�CING)WIIN 6E�IEXIILE FIBRIC OVER. F0.SIEN TOP AN� MIO-SECLION MM 3<' 36�M�x. .��n SECTION PLAN I �s��r me on HAIBALE . E I E z'waow000) onrv[n . is-wro crzoueo. e'o.c. , o uuoisruaeeo crzourvo � � 6 oiaccrioH or aow— STRAW WATTLE FOR SEDIMENT CONTROL WBED GEOTE%lltE fIHFIC M�M.LLL�MRE NORS ��E MIN. fi INiO GRJIINO 1.&LL6 PAE i0 BE PIACE IN R INW W1111 ENO$IIGNRT OBUIIINC TIE PLWCGR 84f5. I ^ SEC110N 3.FILH HVE MLL 9E fMt60ED IN iNE SOIL A YINIW4 OF�INCHES. iOinL LENLIM 50'-PMINJ :. � C � ' ].IUYHV£$WILL BE RFCE➢PLONC 1HE COMWR NG9 1HE BOitOM C�lHE S�OPE. �INISH GRPIIE II �y a.N1 dN£5'MLL BE EIMFA BIRE�VNU OR iIN IIPN Ml➢N SIRINC. 9 F . ��// . . FIIiER fPBRIC ' V � ANII-iRPLKINL GFD F E 0��1 1/2' CRUSHE� STONE �N LONPPCiEO SUBLRPOE ONSiRIILiI�N - . � ENiRPNCE ' � . . NOlES: . LI MNMNN PNTI-TRACKMG PM IN GOOD CbN�ITION IHROUGH�Ui CONSiRULTION PERIOD. W FOR NOTICE OF �/ARIE9 p1 qp�ACEM ROH�WPY SHPLL BE SWEPT ONLY i0 V SEE N�iE REMOVE ANT MAIERIFL 1H9T MAY BE TfNCNED pNii-iRnCKING PAO ryo 3 3.1TWIOIH OFNAPRON SHALL NOi BE LE55 TNPN WIOTH , � ^' G - 04� IWHERESSOILS ARESClATS OR SI�TS, THE MINIMUM G I NTE NT S U B M I SS I O N ��.� oF�,_r��K�� Ro� Foa,�E coHsraucnoN ErfmaNcc srwu ac [xr[NOEo 10 � j` ONLY ,00 �� E��,� , Ex�srwc Eoc� oF vavEnE � ' k . POJPO An�N PIQNPOVAY I f ! ANTI-7RACKING PAD . . NOT TO SCAI£ ' � H H e SOUTHESSEXSEWERAGEDISTRICT Date: Scale: Drawing Title: Drowing Na . ' f CONTRACTNo.13-1 5�FORTAVENUE �NOfF ,SFro,:m,,,,, 11/12/13 EROSION AN� SEDIMENT CONTROIS SHEET i C-9 MARBLEHEADPIPELINE REPLACEMENTPROJECT SALEM,MASSACHUSETTS � . � 2 3 � 4 5 6 7 8 � 9 10 ' 1 2 3 4 5 6 � 7 � 8 � 9 10 i ' q AI' I i , ' � i I , + I ! B B I ' ` I Sili BOOu ud0— Y r , � . NRDI�T'CUHI'AM . I . (SEE SPEC) �i � j � C � � C NRBIUItt�CURiNN ' � (SEE SPECJ II I HLW II i , I II iRCNLH �—iEYPORMY � il 9YPA55 'I ' MHW I ' D . mEHcx - �� D ��. �� I� ' � 'f '. /� � �� I , � / � �/ i E /%/ E � EI(GVAiOR �� I ' // yKVE � . SfRULNRE —COFFFRWJA I iW Et£V=150 I i SEE SPEC. , £ ` R hP.SILT FExCE (SEE SPEC) S � F FI � � TURBIDITY CURTAIN oFFSHORE LOCATION TURBIDITY CURTAIN AND COFFERDAM AT I g SHORELINE LOCATION S � xor ro scc� � Hor ro scuc � � 5 's E I ' � G G � FOR NOTICE OF INTENT ' � SUBMISSION ONLY � � 1 E H H I e � � SOUTHESSEXSEWER4GEDISTftICT Date: Scale: Drawing Title: Drawing No. ' CONTRACTNo.i&1 � s6u _ ,e 50 PORTAVENUE. miC6l�AMW�F �,�„e,,. 11A2/13 AS NOTEO EROSION ANO SEDIMENT CONIROLS SHEET 2 C—�O MARBLEHEADPIPELINE REPL4CEMENTPROJECT SALEM,MASSACHUSETTS c 1 2 � 3 4 5 . 6 7 - 8 9 -70 ' 1 � 2 3 4 5 6 7 8 9 10 I � A � � A ;� SEC�ION IN ROCK SECTION W SOIL ' I I ' I 4" TIE-DOWN STRAP i TEMP- BYPASS 24" HPDE B g ' � EXIST. n��`� EXPANSION ANCHORS (iYP.) � GRADE ExIST. GRADE W SOILS I: IN ROCK ' . � . .:-_-_ = cui--i _ 6" MIN I Jii — nl ,"' "' " W SOI�S � � 8"XS"X8' PRECAST � � CONCRE7E SLEEPERS , . (SPACE 8' O.C.) � I I I TEMPORARY BYPASS � , N:rs. I � � I ' I i I D ��ARIES (8' �0 10' VIF) p �, EXISTING SEA�ED HALF SECTION HALF SECTION IN SOIL IN ROCK �'�i VARIES (4't TO 5't TYP) o�N . EABOVE MHW UE VAPoES � w 4't 4'i��{ � � , '', x i-� � I � . ,�� . . d a a —_ 3> w � � I , i — — — — — — — — — BACKFlLL TRENCH VARIES (TRANSITION � z W/ DREDGED MAfERIAL 3' O.C.TO 5' O.0 o E � � I AT VALVE STRUCIURE) � E i v' �j\ ' m BACKFlLL TRENCH . = SHEETWG MAY HAVE BEEN LEF7 W �� W/ DREDGED MATERIAL �3'- " Q PLACE BY PREVIOUS CON(RACTOR � I � I IIx > 6 x ' a COMPACTED SCREENED - � s o GRAVEL AGAINST UNDISTURBED � e NOTES: MATERIA� OR SHEE�ING' co N 7. REMOVE EXISTING � '-��'� �� I N F w,r��> .� Y 0 20" AND 24" DI PIPES . � 'r' F .. , /// ,rrN , n r� UNDISTURB[D MATERIAL COMPACTED SCREENED GRAVEL � � AGAINST UNDISTURBED MATERIAL a REPLACFMENT PRESSURE MAIN COMPACTED REPLACEMENT PRESSURE MAIN � CONCRETE SAND . 24" HDPE � CONCRETE SAND 24" HUPE ' � CROSS SECTION REPLACEMENT PRESSURE MAINS IN ;°aEMovE ExisnNc CROSS SECTION REPLACEMENT PRESSURE MAINS IN vo EXISTING ROCK TRENCH IN HARBOR za" nNo 2a" oi PiPes. EXISTING TRENCH ON SHORE � STATION 502+OOf TO 504+80± AND 556+87 TO � , v 561 +12± STATION 500+00 TO 501 +00± � N.T.S. N.T.S. . � FOR NOTICE OF � � � 'i^ ��E ELEVFilONS OEPICiE�HEREON 0.QE MSE�UGON MEAN LOWER WW WALER, I NT E N T S U B M I SS I O N � ° 1100.EVOCH 1983—PWI,Hp5E0 UPON PDPL dENCHANRR SiAMPINC 2fi45 L . f� 1992 ELEVAiION = 1592'. O�� Z 1HE HORIZOMAL CONLROI NEIWOPK IS PISEII UPON NORiH PMERICON M➢1M ' OF 1993(NADB3).MISSRCNUSERS SiAiE PUNE LWRDINPIE SYSiEN. H H � SOUTHESSEXSEWERAGEDISTRICT Date: Scale: Drawing Title: Drawing No. ' � CONTRACT No.13-i � ,qsp SOFORTAVENUE gpg�p�p� �7/�y�3 �ETAIIS SHEET 1 OF 2 MARBLEHEADPIPELME REPLACEMENTPROJECT SALEM,MASSACHUSETTS -� C—� � r 1 2 3 . M1 � 5 � 6 7 8 9 �p � , 1 2 b 4 5 6 7 8 9 10 - � � 27'± A MOUNDEU ExCESS A I DREDGFD MATERIAL C� - � — EXISTING SEABED � ' OVER TRENCH I � I ��w I z�� I � a � — a�> i o � ' — — — — — — � — — — — — — — — � � � � � �S1 ,�` B � � � B ' z 3.�p... _ BACK RLL W/ � DREDGED MATERIAL � m �� o � J ' 1 �\ � / �, t I �� r� APPROX. LIMITS OF DREDGING ' C � � PRECFlST CONCRETE COLIAR C �� NOTES: � 1. TEMPORARILY SIDE CAST DREDGED MATERIAL 7 ' AFTER REPLACEMENT PRESSURE MAINS ARF_ INSTALLED, � REP'J+.CEMENT PRESSURE MAIN ! BACKFlLL TRENCH W/ DREDGED MATERIAL - �9� 24'" HDPE i � MOUND ANY EXCE55 MATERIAL OVER � ' TRENCH AS SHOWN. I CROSS SECTION REPLACEMENT PRESSURE MAINS IN ' OFF SHORE AREAS OUTSIDE FEDERAL NAVIGATION ' ° CHANNEL AND ROCK TRENCHES AT SHORELIFdE o ' N.r.s. , ' I 3��f � EXISTING SEABGD � i E . - DREDGED MATERIAL � E i OVER TRENCH TO ORIGINAL �- ��', I � _ — — — —SURFACE FLEVATIONS � s Q� � . �i —�_ w�> I 0 x z � i a �� . � � - '' I , d � � �� \ � 1/ z 3. Q�., BACK FILL W� . N F � DREDGED MATERIAL F II � ry � 0 i � �� a �i� a � i� /� � \�`� '`� APPROX. LIMITS OF DREDGING � o _-- � � � PRECAST CONCRETE COLIAR �� 4 � NOTES: �E 1. TEMPORARILY SIDE CAST DREDGED MATERIAL -. 7' I , _ � AFTER REPLACEMENT PRESSURE MAINS ARE WSTALLED, REPLACEMENT PRESSURE MAIN Nmes . G ` BACKFILL TRENCH W� DREDGED MATERIAL 9� i. rne ciEvnnorvs oericTeo Herecae�.ree anseo uvory Mene �awea�ow wnrea, I �i RESTORE SURFACE ELEVATION TO ORIGINAL ELEVATIONS 24" HDPE nw� cvocH ies5-zooi,ensco uaou niui. aeucNu.wrc srunvwc zs.s c l 1992 EL£VAiION = 1592�. G �R�GNCH AS SHOWN. � 2, iHE HORIZONTAI CONiROL NEIWORK IS BASE� UPON NORRI MIERICPN 64NM - , F ' � � OF 190}(ryppB3), MA554CHIISETiS STAiE PIANE COORDINAiE SYSIEAI. I = CROSS SECTION REPLACEMENT PRESSURE MAINS IN j f FEDERAL NAVIGATION CHANNEL FOR NOTICE OF INTENT i ' q „ NT5 SUBMISSION ONLY ,, ; , � � SOUTHESSEXSEWERAGEDISTRICT Date: Scale: Drowing Title: Drawing No. I � E CONTRACT No.13-1 �� SESD � MARBLEHEADPIPELWEREPLACEMENTPROJECT SOFORTAVENUE � o�� /�y�3 oETAiLSSHEET2oF�2 C—�2 SALEM,MASSACHUSETTS 1 2 3 4 5 6 7� 8 9 � 10 i [ 3 � —�� 4 5 6 7 8 � 9 10 A A FOR NOTICE OF INTENT a SUBMISSION ONLY e NOTES: 1. CONTRACTOR ACCE55 SHALL 8E ONLY BY THE ROUTE INDICATED. 2. MATERIALS AND EQUIPMENT SHALI BE STOREO ONLY WITHW THE FENCED-IN ' STAGING/WORK ZONE. KEEP STAGING WORK ZONE FENCED IN OURING NON-WORK HOURS. � 3. EXACT LAYOUT OF STAGING/WORK ZONE SHALL BE AS APPROVED IN THE FIELD BY THE ENGINEER. 4. INSTALI STRAW WATTLE AROUND STAGING/WORK ZONE. � 5. USE OF THIS WORK/STAGING ZONE SHALL 8E LIMITED TO WORK ASSOCIATED WITH THE ON-SHORE C INSTALLATION OF THE PIPE LINES, WORK AT VALVE CHAMBER AND WORK ASSOCIATED WITH THE TEMPORARY 6YPA55. 6. PUBLIC ACCESS TO GRAVEL RAMP AT SHORELWE TO BE MAINTAINED. SEE STAGING PLAN AT LEFT � � �w ^""° '�� 1 �`�'�w�� `. ,� : 3 ' � _ - _ a. - "� a_'� ,�. r`.'Y�''-' ,�a''+'�1,�'`'� �"i� � � � � �`�� Y � ! «r'� �'$� �v �1- .��y �, y � �, a `r.t?� -� �,''�� n �yr`� � �„ � ,. t t • ,p., :s � �� : N' � i � ri^�� t� ' � ' '^.. � � � ,.�r�f, �i�+"' 1 ,�' �. A +�;.��„ � � . (,.� K'IY � �D ��: � . � � � �R� � 5r � ." "J� " �.ex:.. . �,t� � �� _ .. �� r�OSn-"d,.. �?�v+ �` �f " �� ` '�w #�/ r� �d -_ •� �2� t �� y . af� .. . � s - - `�d Y 3,�.�, ° , !�8y sn,r ♦Her6o Vrew' ?n ', �'�o'} ��R f``TF�'l�F. � j�` 4l ��Dernhoy, � � •� Y '� �M.:� � � y ,1�� S F '. 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'F� �, �:...: a+ '. _X,,,C.. . � _ - . ^� -� a Ag � y STAGING AREA PLAN CONTRACTOR ACCESS ROUTE 9 o s,a __�_,<a so � � � � � r = zo' t SOUTHESSEXSEWERAGEDISTRICT Date: Sccle: Drowinq Title: Drawin^y No. I � CONTRACTNo. 13-1 SOFORTAVENUE � �� i MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM,MASSACHUSETTS 11 12 13 AS NOTED CONIRACT�ARBIEHEAp AREA PLnN C-� .3 ' ' � 1 2 3 4 5� I 6 7 I S 9 10 i 1 2 3 4 5 6 7 g g �p � � f : � , — k 8� )� : � •�M�" �� . �� S 1.� t � A �` aF' �^ "'b & 4 �� : � 's � �'I a ,. f' � .tx*.: � . _,�'�` '� .q >'g - a,- '� . � � $� � � 'a � � � °i � '��4„� ,.� .,� � 'ti , � Jf' � `fY �' �� .�3 .R � , �. p. �,,w �� ' ,� �s I _ �n{"°' � . \ � �.� �,, �;�.� ��x ��4 G��"_: i 4 � �`�Nr� �.�� ' �� .x �� noN��rrc�`' � �`-;� �. �" �, � ��' ��,� � • .�' a a- . � � .Y k ��.� § s"c .; � 't. .k F00}PRINT� v. "'� y�'� . 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Y� "�- �TNEES' �d Y � _'�.e�t 4�� ,� ,e.�YS,�1 yO.P.ERATION., i �d. �'• �'ri ' � y '�m#yr#' `�a i ;+�. �y�,y��, �, ' +�S� _ � �"Y '. i -_ r I . ° �. �'� `�„ .e�,�,'.�� . `i k ., ^ � � � , , :.��'.. �a,. 9,�, ,M1 ,.. � �� }�� r � >� "� ; +s"_� �� f ��`! � �� `�s j�y� � i ' �o � � '1 „ wo- > .t� �!�' �.r C l. .�� 4 - �� *�s�. - � '� i.� � �{�'1 .v Y� "� "� � � �� '.s C .. � � C-�� '� ° `^.vr! 4 � r� �a' # ,��a �f.: � .��T ,�'aa i; AT�RE.&. . . � y ��. � � � GPt,. -: o .� �r %~`�,�y� a�" +� v .� �;: w 7 .;S .t` L �."SECT��A OCC "3'� �� `"� t , , � �.PG� � . y�;��Y, .� �' F .� '�. ` 1�� ' 8� `��o ' E7(I TrNGAND? � � 9 ,d�' �F� ' O t�1 ,� , dNx � �t Y � a� � ��!� D WASTEWA � ,�` ' � � Q . . k �tEPLACEMF�M' s�. I � � � � , .� ' . ? 5� EATMENT FACILI�� < ;� ' � � ��. � ��: ��,� + ,PIP,EtiNE ,�. � °r "�� . � t �� S. � �; � � , .. �, � . , i � # �� ..'Lumc�� L� '� r A. :� � . �.. . �$ �� .�� Yk r�� — O h � 'v � m�ee � D x' � t�L C I �` � s �� ' ' .h\ S + �r�J✓ ' ' '�� [-,� ` 'x;'�-,* WORK SITE AT VALVE STRUCTURE B � , y� � � . ` � � � '�` �$'-.. � �. �"n . ,V � . �� `�... � ,e I w i � �� h �� a .L 0 20 �0 60 �{ �`�_ . � � y,� `wq A '� ._ : t ti� � , �• � � t� . � 1 = 2� e � '�:. �� ° � �w . co yr t�,, �y�`, , '�� . �.,w -� �,s ur �,, 1 � .� .� '� � � � ,.� �t :, w� • .' ..«r ` ... � . � i�.i � 7`w7"ae -V G k f E r. p � P i+ \ � � 4`S� v�y -��.?� ' '�w,iA�a�' , ,g�,,r-.,r E � i� � _ �SALEM I t��x � z � . E� N � 6 _ '�" � � �.,� , � v - , � . I �� .}j Y '�C. � l .. di� ,� � . P,� �` ,��.�,' �,� �+}�' �, . � � � �. �j� � . a ,i� � � "Y sR �?k .�. �- � 7� i �`� ..:I STRU � +B �/� �.,� ;.h 1�� ... ��?""f . � , � � �e� �- � � h � "£'+�a . tt� 'r Y'�� "��.� ' � `�.�'4 `` �r�k �+�� WORKSITEAT � % �� .�� {,�^ "; `"v � . yy a Q ' � ,'��` NOTES: � "' "` ��t,r � ` , +{�. 1. CONTRACTOR ACCE55 SHALL ONLY BE BY THE "' YALVE S`IRUCTURE 8 . ``` ;, �y. . � � „ ° ' . F ,? '� x � �. { w y ��. R, , .�, - ', ROUTE INDICATED. F , '��'� " � � � '�� , �+a' � �-", � ryi a � '�� 2. EXACT LOCATION OF STAGING AREA SHALL BE AS � �,°' � �' �r k� °�l; Q � �� ,� "� APPROVED BY THE ENGINEER W THE FIELD. � ,�� , � ` SEE DETAIL ' . ��"''�s��' „ - '2' � 3. INSTALL STRAW WATTLE AROUND STAGING AND WORK � ' . ', :: � ..-,. , , � .v THISSHEF " . . � .. -"�i � � : , AREAS. �,,- - �;.�*" �" . . .1 +p'�. _ � � . . . � ;`� . ' . � �°,. p p � 4. � DO NOT INTERFERE WITH SESD OPERATIONS AND R' � +� � �. � , '.. ,.�^�. . Y . '�;z , a � �ti '� ��i �'<°�`� �. DELIVERIES. � ��,,,� � �.�"� � l . . � . �, � �,� t �S?�t�� f . .>r,� � . a , �. ,. p3i.. � � :� .. ..i-+ � ♦: � � -s� ��.sfi.xT iY"av " P .. . . �� , �r ��A Y$��M � � G te ` ^. .. r � � � � � :�.. W .e�� .� � � 'R �c, :U � ��' ' i � t� g `:V a['_��+ . e. d r � . � � ', � r ;. � " ��, `,� ' f - '.�3 . � _.�, , i sTaciNc nREn P�nN � � � - " ` � " FOR NOTICE OF INTENT !t SUBMISSION ONLY 0 tl0 I60 PM1O 1 j 1' = 00' i � � � � i SOUTHESSEXSEWER4GEDISTRICi Date: Scale: Drawing Title: Drawing No. CONTRACT No.13-1 q10.90M � MARBLEHEADPIPELINEREPLACEMENTPROJECT SOFORTAVENUE �p�pss �-'ss�w, �i��Z��3 qS NOTED CONIRACTOR SiAGiNG nREA PLnr� C—�4 I. , SALEM,MASSACHUSETTS SALEM 3 1 2 3 4 5 6 7 8 9 10 ' � . � ' ' 1 ' ATTACHMENT B WETLAND DELINEATION PLANS ' 1 ' ' t ' ' ' ' � ' ' ' t ��' btR � . . �+�. .�r ' '4 �k,}� ` �`fiY. 'a '�,'� � d .: �jr �� . � T a9^ � �r +` � � � � . J ' � �� \ \ ♦t , �� k � � \\ �' 1" .�� yn {3� ♦ e " �..w.w'"u�'� '�� :� �{ . 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'� �t� A $ �. x a at° ..� .� • � ' +4/+� _ i�' A •�� r.. t�'� �` -.��. x r�{ yi�* 4 Y j i :d' J{ '.k � 4' i f.. f�, �;,. � .. . • „ > � r. . , � � . a� :�. � _, . , . , g � � ' � " <e� _ � "0 ... � . �.� � .'. . . . .� ., ,. g � NOTE:�EUNEATED AREAS SHOWN ARE INCLUSIVE OF � � lN0 UOER 7ME OIFAN � AREA AT AND ADJACENT TO THIS PROJECT,AND ARE NO7 i � �� BFMri . INTENDED TO INDICATE AREAS OF IMPACT FROM7HIS E � utp �g�Cr m pp�srK 51oq1 rtipw�cE ' PROJECT.AREAS OF IMPACT PROMTHIS PROJECT SHALL 7 W�sTK B�Nc BE LIMITED TO SMALLER AREAS ALONG THE PIPELINE �'g� �� .� � �� 0 B4 ?20 R4UTE. 3 � g�y( (N011 CMS(K - � CONTRACT N4, 13•9 T WETLAND RESOURCE AREA MARBLEH�AD PIPE LINE R�PI�A��MENT RRQJECT DELINEATION PLAN ; � SOUTH ESSEX SEWERAG�pISTRIQT ENLARGEMENT AT MARBLEHEAD NOVEMBER 2013 FIGURE D3 ' � � � � , ATTACHMENT C ' EELGRASS DELINEATION PLANS OCTOBER 2013 (FIGURES 1,2,3) ' , ' ' ' , ' � ' ' ' ' 1 1 yo,r- � .t a � +ey #,..� �'� f �. . �`�-� FIGURE 7 t � ei� r 3 EELGRASSSURVEY �-,r#�_. r . < '�� . "� �a fi r-, �. CONTRACTN0.73•7 s�" r . i MARBLEMEAD PIPELINE f � 'S�,.h �.�..�.�• � �,+' �,` " �-" a� REPLACEMENTPROJECT ¢` �f ;a . 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