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64-636 - 10 WHITE STREET - CONSERVATION COMMISSION r Viewer t6vto w G 0- roai( 1 L (P4- 1931� !b 1N W}2 Sfi MOYVI gu�i6sy F CITY OF SALEM „ CONSERVATION COMMISSION September 26, 2017 Noah Flaherty BHCM, Inc. 10 White Street Salem, MA 01970 Re: Order of Conditions—DEP #64-636—Main Building Construction Dear Mr. Flaherty: Enclosed, please find the Order of Conditions for the above-referenccd.project. Following the 10-business-day appeal period, this document must be recorded at the - - South Essex County Registry of Deeds (Shetland Park 45 Congress Street, Suite 4100, Salem, Massachusetts). Once recorded, please return a copy of Page 12 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order,prior to any work commencing: 1. this Order must be recorded, 2. a sign shall be displayed showing DEP File# 64-636 within public view, and 3. contact me at least 48 hours prior to any activity (other than installation of erosion and sediment controls) 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. Sin 1 , Ashle Green �� Y Conservation Agent Enclosures CC: DEP Northeast Regional Office Merrill Engineers and Land Surveyors c/o Thomas Pozerski, P.E. Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-636 MassDEP�ile# WPA Form 5 — Order of Conditions Massachusetts_Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem _ cityfrown A. General Information Please note: Salem this form has 1. From: been modified Conservation Commission with added 2. This issuance is for space to a.®Order of Conditions b.❑Amended Order of Conditions accommodate (check one): the Registry of Deeds 3.To: Applicant: Requirements Noah Flaherty a.First Name b.Last Name Important: When filling BHCM Inc. out fortes on c.Organization the 10 White Street computer, use only the d.Mailing Address tab key to Salem MA 01970 move your e.City/Town I.State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return nkey. IC—V a.First Name b.Last Name c.Organization retro d.Mailing Address e.Cltylrown I.State g.Zip Code e. Project Location: 10 White Street Salem a.Street Address b.Cityrrown 41 283, 284, 289 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: d m s it m s d.Latitude e.Longitude wpaform5.doc• rev.6/16/2015 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-636 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City(rown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): South Essex a.County b.Certificate Number(if registered land) 29838 552 c.Book d. Page _ 7/27/2017 9/21/2017 9/26/2017 ... 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents(attach additional plan or document references _ as needed): See Attached -- - -- a.Plan Title - b. Prepared By c.Signed and Stamped by d. Final Revision Date e.Scale f.Additional Plan or Document Title g. Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ❑ Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention I. ❑ Flood Control 2. This Commission hereby finds the project, as proposed, is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpafonn5.d=• rev.6116/2015 Page 2 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: \ Bureau of Resource Protection - Wetlands 64-636 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 el Transaction# Salem city/rom B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or theeffectof the work on the interests identified in the Wetlands-Protection Act. Therefore, work on this project may not go forward unless and until_a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b.mearfeet c.linearfeet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.c/y dredged f.dy dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet e. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f,cubic feet g. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq it within 100 ft c.square feet d.square feet q q e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet I.square feet xpaform5.doc• rev.6/16/2015 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-636 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem city/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 1o. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 11. ❑ Land Under the _- -- Ocean a.-square b.square feet - c.c/y dredged d.Gy dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal-Dunes below 13. ❑ Coastal Beaches cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment ❑ Coastal Dunes cu yd cu yd 14' a.square feet b.square feet c.nourishment d.nourishment 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 16. ❑ Land Under Salt Ponds a.square feet b.square feet I c.dy dredged d.c/y dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.dy dredged b.c/y dredged 21. ® Land Subject to 11,600 11,600 Coastal Storm a.square feet b.square feet Flowage 22. ❑ Riverfront Area a.total sqfeet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet j.square feet wpafoan5Aw• rev.6/16/2015 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-636 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town B. Findings (cont.) •#23.If the 23. ❑ Restoration/Enhancement': project is for the purpose of restoring or enhancing a a.square feet of BVW b.square feet of salt marsh wetland 2a ❑ Stream Crossing(s): s resource area g( ): in additioito the square footage that a.number of new stream crossings _ b.number of replacement stream crossings has been- C. General Conditions Under Massachusetts Wetlands Protection Act entered in —.. Section 8-5_c - (BVW)or The following conditions are only applicable to Approved projects. - --B.17.c(Salt - - -- - Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional regulatory measures, shall be deemed cause to revoke or mod this Order. g ry amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. wpaform5.d=• rev.6116/2015 Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-636 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/rown C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in theRegistry of Deeds or the Land Court for the district in which tfre land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the=owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall-also be noted on the-Land Court Certificate of Title of the owner-of the land upon=. which the proposed work is done. The recording information shall be submitted to the - Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, 'MassDEP"] "File Number 64-636 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpafo.S. m• rev.6/16/2015 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-636 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized-with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments — as needed. The apjslicant 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. 19. The work associated with this Order(the"Project') (1) ® is subject to the Massachusetts Stormwater Standards (2) ❑ is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards,then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specked in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; wpefb=5.d=• rev.611612015 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-636 WPA Form 5 - Order of Conditions. MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrovm C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. _. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another—party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(definedinGeneral Condition 18(e))shall execute and submit to the-issuing authority _ an Operation and Maintenance Compliance Statement("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpaform&. • rev.6/16/2015 Page 8 M 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-636 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2c Make the maintenance log available to MassDEP and the=Conservation Commission ("Commission") upon request; and 3.:. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M-Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(l 1), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. wpafmm5 d=• rev.6116/2015 Page 9 of 12 II Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-636 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Salem hereby finds (check one that applies): _ Conservation Commission a. ❑that the proposed work cannot be conditioned to meet the standards set forth in a - municipal ordinance or bylaw, specifically: 1.Municipal Ordinance or Bylaw -- - 2.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are-adequate to meet these standards, and a final Order of Conditions is issued. b. ®that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Wetlands Protection &Conservation Ordinance a50 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): Attached conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance wyaformsd=• rev.6116/2015 Page 10 of 12 V� Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-636 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town E. Signatures U This Order is valid for three years, unless otherwise specified as a special t condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance Please indicate the number of members who will sign this form. �7 This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Prote ion Regional Office, if not filing electronically,an the property owner, if different from applicant. Signatures: by hand delivery on ❑ by certified mail, return receipt requested,on DateI� Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,'as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpaform5.dm• rev.6/16/2015 Page 11 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - WetlandsMassDEP File 64-636 # (t,1\ WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem Citylrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to-the Order of Conditions:1te recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. - ------------------------- -- ------------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpaform5.doc- rev.6/16/2015 Page 12 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: Request for Departmental Action Fee Transmittal Form Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Request Information 1. Location of Project a.Street Address b.Cityrrown,Zip cOheck number - d.Fee amount Important: When filling 2 person or artmaking request(if appropriate, name the citizen-group's representative): out forms on the computer, Name use only the tab key to Mailing Address move your cursor-do City/town State Zip Code not use the return key. Phone Number Fax Number(if applicable) 3. Applicant(as shown on Determination of Applicability(Form 2), Order of Resource Area Delineation (Form 4B), Order of Conditions(Form 5), Restoration Order of Conditions (Form 5A), or Notice of Non-Significance(Form 6)): aNa Name ( Mailing Address City/rown State Zip Code Phone Number Fax Number(if applicable) 4. DEP File Number: B. Instructions 1. When the Departmental action request is for(check one): ❑ Superseding Order of Conditions—Fee: $120.00(single family house projects)or$245(all other projects) ❑ Superseding Determination of Applicability— Fee: $120 ❑ Superseding Order of Resource Area Delineation—Fee: $120 vvperorm5.dw• rev.4/22/2015 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: Request for Departmental Action Fee Transmittal Form Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Instructions (cont.) Send this form and check or money order, payable to the Commonwealth of Massachusetts,to: Department of Environmental Protection Box 4062 Boston, MA 02211 2. On a separate sheet attached to this form,state clearly and concisely the objections to the Determination or Order which is being appealed.To the extent that the Determination or Order is based on a municipal bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. _ 3. Send a copy of this form and a copy of the check or money order with the Request for a Superseding Determination or Order by certified mail or hand delivery to the appropriate DEP Regional Office(see htto://www.mass.oov/eea/a(iencies/massdeo/about/contacts/). 4. 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. wpa(arm5.d=• w.4122=15 Page 2 of 2 Attachment to Order of Conditions#64-636 ?' Page 1 of 5 SALEM CONSERVATION COMMISSION DEP FILE #64-636 Brewer Hawthorne Cove Marina 10 White Street City of Salem,Massachusetts Main Building and Site Improvements ADDITIONAL FINDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Venial Pools Map (9/21/2017, 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 near any habitat of state-listed rare wildlife species nor contain any vernal pools. _ This-0rder permits the demolition of an existing building, removal-of temporary structures, construction of a new marina building, stormwater improvements, installation of a concrete pad,paving, drainage, and utility work at the above location per the July 24, 2017 Notice of Intent, Stormwater Report (dated 7/25/17), approved plans as described below,and this Order of Conditions. GENERAL.CONDITIONS 1. This Order of Conditions must be recorded in its entirety(including all 5 pages of Special Conditions) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40,Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing on site,a DEP Sign showing DEP File#64-636 must be installed at the entrance to the site and seen from the public way,but not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. Attachment to Order of Conditions #64636 Page 2 of 5 8. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent,supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: _(1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S.Army Corp' of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec.-27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. __C3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the - septic-system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplain under the State Building Code(780 CMR 744.). ' 10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Brewer Hawthorne Cove Marina Site Plan(Sheets CIA, C2.1, C3.1, C4.1, C5.1, C6.1-C6.4) (Title) 9/5/2017 (Dated) Thomas Pozerski,P.E. (Signed and Stamped by) City of Salem Conservation Commission (Onfde with) 15. Any proposed changes in the approved plan(s)or any deviation in construction firom the approved plan(s) shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the change(s)is substantial enough to require filing a new Notice of Intent or a request to correct or amend Attachment to Order of Conditions#64-636 Page 3 of 5 ; this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. [Reserved]. PRIOR TO CONSTRUCTION 1-8. Prior to the commencement of any activigj on this site other than activities listed above,there must be a Pre-Construction Meeting on site between the project supervisor,the contractor responsible for the work,and the Conservation Agent and/or a member of the Conservation Commission to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Agent at - (978)619-5685 at least forty-eight(48)hours prior to construction to arrange for the Pre- Construction Meeting. 19. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. 20. No clearing of vegetation,including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 21. There shall be adequate additional erosion and sediment controls stored onsite for emergency purposes. EROSION CONTROL 22. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in any wetland resource area and/or buffer zones. The erosion control measures shown on the approval plan(s)and provisions in the Order will be the minimum standards for this project; the Commission or its Agent may require additional measures. 23. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 24. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 25. The area of construction shall remain in a stable condition at the close of each construction day. 26. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through straw bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. Attachment to Order of Conditions# 64636 Page 4 of 5 27. Within thirty(30)days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. 28. If soils are to be disturbed for longer than two(2)months,a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,exposed surface shall be stabilized by other appropriate erosion control measures,firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 297 ' A copy of this Order of Conditions and the plan(s)approvOiri this Order shall be available on site at all — times when work is in progress. 30. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). —31.— All waste products,grubbed stumps,slash;construction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. 32. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. prieF to seeding and final stabgizatiea. 34. Immediately following drainage structure installation all inlets shall be protected by silt fence,strawbale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 35. There shall be no pumping of water from wetland resource areas. 36. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 37. Dining construction,all drainage structures shall be inspected regularly and cleaned as necessary. 38. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21 A,section 16. AFTER CONSTRUCTION 39. Upon completion of construction and final soil stabilization,the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: Attachment to Order of Conditions #64-63.6 Page 5 of 5 (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constricted under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 40. When issued,the Certificate oT-Compliarice must be recorded at the Essex County Registry of Deeds -_ and a copy of the recording submitted to the Salem Conservation Commission. 41. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time-the applicant shall first request a modification to the Order. Only upon - review and approval by the Commission,may the applicant request in writing a Certificate of- Compliance as described above. 42. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized their removal. ADDITIONAL CONDITIONS 43. The applicant can adjust the width and material of the"Chapter 91 walkway"to meet the requirements under Chapter 91,the Massachusetts Public Waterfront Act 44. The operation and maintenance of the tide gate must mimic the operation and maintenance of the catch basins as outlined in the Stormwater Pollution Prevention Plan. l SApr Y f s � P t � $ a p . g . A 9 4 Merrill ��✓/�� Engineers and Land Surveyors June 27, 2017 Salem Conservation Commission C/o Ashley Green City Hall Annex 120 Washington Street Department of Planning & Community Development Salem, MA. 01970 agree n(cDSalem.com 978-619-5685 RE: Project Narrative for the Public Notice for BHCM Inc. NOI 10 White Street, Salem, MA. 01970 Dear Ashley, - As per your request today please find the Project Narrative. The subject property is located on the southeast end of 10 White Street, in Salem, MA. The • site has operated for approximately 70 years as a Marina/Boatyard. The parcel identified as Parcel IDs, 41-283, 284 and 289 containing 1.830 +/- Acres. The site is entirely developed and operating as a Marina and Boatyard. The project consists of removing the existing office building and some out buildings, constructing a new 7,500 +-'s.f. Marina Building, utility relocations and upgrades, stormwater management with natural landscaping improvements, some new concrete and asphalt around the new building. The parking lot in the proposed project area will be regraded upon completing the building, stormwater quality improvements, utility upgrades and paving. Erosion control measures will be installed prior to construction and will remain in place until all the construction is complete. Thomas A Pozerski, P.E., LEED AP Senior Project Manager r� (508)746-6060/26 Union Street,Plymouth,MA 02360 merriilinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 P �- Merrill1\17//,"\\ Engineers and Land Surveyors f July 24, 2017 THOMAS A y�r POZERSKI CIVIL - T 9 Notice of Intent 9F is Town of Salem Merrilll�%/�� • Engineers and Land Surveyors Notice of Intent Submittal For Brewer Hawthorne Cove Marina (BHCM) 10 White Street Salem, MA 01970 Prepared for: BHCM Inc. c/o Noah Flaherty; General Manager 10 White Street Salem, MA 01970 Prepared by Merrill Engineers and Land Surveyors c/o Thomas Pozerski, PE., LEED-AP 26 Union Street Plymouth, MA 02360 Date Prepared: July 24, 2017 (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 Table of Contents I. Notice of Intent WPA Form 3 a. Notice of Intent Transmittal Fee with checks II. Checklist for Stormwater Report III. Stormwater Report with Hydrocad Report IV. Abutters a. Abutter Notification b. Abutters List c. Affidavit of Service d. Request for Legal Notice V. Rip Rap Sizing Chart VI. Total Suspended Solids Removal and Performance Data VII. Standard #3 Recharge Volume • VIII. Standard #4 Water Quality Volume IX. Illicit Discharge Statement X. Exhibits a. MA-GIS b. FEMA XI. Soils Data XII. During Construction Stormwater Pollution Prevention Plan XIII. Stormwater Pollution Prevention Plan (SWPPP) (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 H z z � wC) O ° Ua H O z • NOTICE OF INTENT • WPA FORM 3 • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands I MassDEP File Number t WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number safem —-- City/Town ImpoWhen filling A. General Information When filling out forms on the computer,use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key to move your 10 White Street Salem 01970 cursor-do not a.Street Address b.Cit /Town c.Zi Code use the return Y P key. Latitude and Longitude: 42D-31'21"N 7013-52'-57.6W d. Latitude e. Longitude � 41 283, 284 &289 f.Assessors Map/Plat Number g. Parcel/Lot Number 2. Applicant: Noah Flaherty a. First Name b. Last Name Note: BHCM Inc. Before c.Organization completing this form consult 10 White Street your local d.Street Address Conservation Salem MA 01970 Commission e.City/Town f.State g.Zip Code regarding any municipal bylaw 978-740-9890 nflaherty@shmarinas.com �r ordinance. h.Phone Number i. Fax Number j. Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner Same a. First Name b. Last Name c.Organization d.Street Address e.City/Town f.State g.Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): Thomas Pozerski P.E. LEED-AP a. First Name b. Last Name Merrill Engineers and Land Surveyors c.Company 26 Union Street d.Street Address Plymouth MA 02360 e.City(rown f.State g.Zip Code 508-746-6060 781-826-6665 tpozerski@merrillinc.com In. Phone Number i. Fax Number j.Email address • 5. Total WPA Fee Paid (from NO]Wetland Fee Transmittal Form): $1,770 $872.5 $897.50 a.Total Fee Paid b.State Fee Paid c.City/rown Fee Paid wpaform3.doc•rev.6/28/2016 Page 1 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP Bureau of Resource Protection -Wetlands MaassDEP FileNumber WPA Form 3 — Notice of Intent Via.,. z ° -aY ' Document Transaction Number; Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem CityfFown A. General Information (continued) 6. General Project Description: The redevelopment project consists of demolishing exsiting building, removal of temporary structures, construct new 7,500 s.f. Boatyard Building, stormwater improvements, concrete pad, some paving, drainage and utilty work. 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. Commercial/Industrial 4. ❑ Dock/Pier 5. ❑ Utilities 6. ❑ Coastal engineering Structure 7. ❑ Agriculture (e.g., cranberries, forestry) 8. ❑ Transportation 9. ❑ Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project(including Ecological • Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. El Yes ® No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 2. Limited Project Type If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project(310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Essex a.County b.Certificate#(if registered land) 29838 552 c.Book d.Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. • wpaform3.doc•rev.6/28/2016 Page 2 of 9 Massachusetts Department of Environmental Protection Provided by MassoEP: � ^ Bureau Of Resource Protection - Wetlands MassDEP File Number \(\ WPA Form 3 - Notice of Intent Document Transaction Numbers Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Sale-m-, _ City/Town B. Buffer Zone & Resource Area Impacts (temporary s Permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement(if any) a. ❑ Bank For all projects 1. linearfeet 2.linear feet affecting other b. ❑ Bordering Vegetated Resource Areas, Wetland 1.square feet 2.square feet please attach a narrative c. ❑ Land Under explaining how1.square feet 2.square feet the resource WaterbodieS and area was Waterways 3.cubic yards dredged delineated. Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feel of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced • f. ❑ Riverfront Area 1. Name of Waterway(if available) -specify coastal or inland 2. Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects 3. Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc•rev.6/28/2016 Page 3 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP r Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityrrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction number a. ElDesignated Port Areas Indicate size under Land Under the Ocean, below (provided on your receipt page) b. ❑ Land Under the Ocean with all i.square feet supplementary information you submit to the 2.cubic yards dredged Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches 1.square feel 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement(if any) • f. ❑ Coastal Banks 1.linear feet g. ❑ Rocky Intertidal Shores 1.square feet In.❑ Salt Marshes 1.square feet 2.sq ft restoration, rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged j. ❑ Land Containing Shellfish 1.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged I. ® Land Subject to 11,600+/-s.f. Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. • a.square feet of BVW b.square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc•rev.6/28/2016 Page 4 of 9 Massachusetts Department of Environmental Protection Provided by MassgEP: Bureau of Resource Protection - Wetlands r MassDEP File Number 1 WPA Form 3 - Notice of Intent ffi „,Document Transaction Number s Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 w - - - Salem City/Town C. Other Applicable Standards and Requirements ❑ This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists— Required Actions (310 CMR 10.11). Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI EST HAB/viewer.htm. a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife July 2017 1 Rabbit Hill Road b. Date of map Westborough, MA 01581 • 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, MESANVetlands Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent(NOI); OR complete Section C.2.f, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review' 1. ❑ Percentage/acreage of property to be altered: (a) within wetland Resource Area percentage/acreage (b) outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site 2. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work " (a)❑ Project description (including description of impacts outside of wetland resource area & buffer zone) (b) ❑ Photographs representative of the site •Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review(see http://www.mass.gov/eea/agencies/dfg/dfw/natural-heritage/regulatory-review. Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. MESA projects may not be segmented (321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc•rev.6/28/2016 Page 5 of 9 SII Massachusetts Department of Environmental Protection Provided by MassDEP Bureau of Resource Protection - Wetlands +€MassDEP File Number WPA Form 3 — Notice of Intent - ` 14 .:Document Transaction Number, Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 - Salem City/Town C. Other Applicable Standards and Requirements (cont'd) (c)❑ MESA filing fee (fee information available at http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa fee schedule htm). Make check payable to "Commonwealth of Massachusetts- NHESP" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit., (d)❑ Vegetation cover type map of site (e)❑ Project plans showing Priority & Estimated Habitat boundaries (f) OR Check One of the Following - 1.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemptions htm, the NOf must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) • 2. ❑ Separate MESA review ongoing. a. NHESP Tracking# b. Date submitted to NHESP 3. ❑ Separate MESA review completed. Include copy of NHESP "no Take'determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable—project is in inland resource area only b. ® Yes ❑ No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore-Cohasset to Rhode Island border,and North Shore- Hull to New Hampshire border: the Cape& Islands: Division of Marine Fisheries- Division of Marine Fisheries- Southeast Marine Fisheries Station North Shore Office Attn: Environmental Reviewer Attn: Environmental Reviewer 1213 Purchase Street—3rd Floor 30 Emerson Avenue New Bedford, MA 02740-6694 Gloucester, MA 01930 Email: DMF.EnvReview-South(a)state.ma.us Email: DMF.EnvReview-North(a)state.ma.us 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. • wpaform3.doc•rev.6/28/2016 Page 6 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP ' Bureau of Resource Protection -Wetlands MassDEP Pie Number WPA Form 3 - Notice of Intent ° _' Document Transaction Number € Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem '.- . "_ Cityrrown G. Other Applicable Standards and Requirements (cont'd) 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online users: a. F] Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a. ❑ Yes ® No information you submit to the 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes ® No 7. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ® Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1.❑ Applying for Low Impact Development(LID) site design credits (as described in • Stormwater Management Handbook Vol. 2, Chapter 3) 2.® A portion of the site constitutes redevelopment 3. ® Proprietary BMPs are included in the Stormwater Management System. b. ❑ No. Check why the project is exempt: 1. ❑ Single-family house 2. ❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information ❑ This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent— Minimum Required Documents (310 CMR 10.12). Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. 1. ❑ USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. • (Electronic filers may omit this item.) z. ❑ Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaform3.doc•rev.6/28/2016 Page 7 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP s Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent ;r Document Transaction Number §40 Salem f Massachusetts Wetlands Protection Act M.G.L. c. 131 - --_. City/Town D. Additional Information (cont'd) 3. ® Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOI. Site Plan of Land a.Plan Title Merrill Engineers and Land Surveyors Inc. Thomas A. Pozerski P.E. LEED-AP b. Prepared By c.Signed and Stamped by July 24, 2107 1"-20' d. Final Revision Date e.Scale July 24, 2017 Stormwater Documents. 7-24-17 f.Additional Plan or Document Title g. Date s. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. 0 Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. • 8. ® Attach NOI Wetland Fee Transmittal Form 9. ® Attach Stormwater Report, if needed. E. Fees 1. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: C�Zto. -A0\I 2. Municipal CheNumber 3.Check d to �17 4. S�tamte ChecNumber 1` 5.Check date • 6. Payor name on check: t Name 7.Payor name on check:Last Name wpaform3.doc•rev.6/28/2016 Page 8 of 9 • Massachusetts Department of Environmental Protection Promdedby MassDEP_ l-- Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 -• Notice of intent (l Document Transaction Number El Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem CiryTovm F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans,documents,and supporting data are true and complete to the best of my knowledge.I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations,310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G1.c. 131, §40.Notice must be made by Certificate of Mailing or in writing by hand delivery or cffllified mail(r turn receipt requested)to all abutters within 100 feet of the property line of the project to i n. 7.Signature orAppligm 2.Date 1 1 t'7 3.SI9re of Prgperryvndi(ferenj*) 4_Cate V 51 S.signature of Representative C8 wyy 6.Cate For Conservation Commission: • Two copies of the completed Notice of Intent(Form 3),including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form,and the city/town fee payment, to the Conservation Commission by certified mall or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents,one copy of the NO[Wetland Fee Transmittal Form,and a copy of the state fee payment to the MassDEP Regional Office(see Instructions)by certified mail or hand delivery, Other: If the applicant has checked the"yes"box in any part of Section C, Item 3,above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent • wpatom1doc•ray.628/2016 Page 9 or 9 41 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important:When A. Applicant Information filling out forms on the computer, 1. Location of Project: use only the tab key to move your 10 White Street Salem cursor-do not a.Street Address b.City/Town use the return key. c.Check number d.Fee amount Q 2. Applicant Mailing Address: Noah Flaherty a a.First Name b.Last Name BHCM Inc. c.Organization 10 White Street d. Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code h. Phone Number i.Fax Number j. Email Address _ 3. Property Owner(if different): • Same a. First Name b. Last Name c.Organization d. Mailing Address e.City/Town f.State g.Zip Code h. Phone Number i. Fax Number j.Email Address To calculate B. Fees filing fees, refer to the category Fee should be calculated using the following process&worksheet. Please see Instructions before fee list and 9 9 examples in the filling out worksheet, instructions for filling out WPA Step 11Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Form 3(Notice of Intent). Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities(identified in Step 2)times the fee per category (identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone,the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. • Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract$12.50.To calculate the city/town share of the fee,divide the total fee in half and add$12.50. noifeeff.doc-Wetand Fee Transmittal Form•rev.10111 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity of Activities 3/Individual Fee Activity Fee Cat 2, Parking 1 $500 $500 Cat 3, Building LSCSF 1 $1.050 $1,050 Cat 6 1 10' Coastal Bank @ $2 Lf. 1 $2/ Lf. $220 • Step 5/Total Project Fee: Step 6/Fee Payments: Total Project Fee: $1,770 a.Total Fee from Step 5 State share of filing Fee: $872.5 b. 1/2 Total Fee less$12.50 City/Town share of filling Fee: $897.5 c. 1/2 Total Fee plus$12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent, a copy of this form; and the city/town fee payment. To MassDEP Regional Office(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent;a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) noifeetl.doc•Wetland Fee Transmittal Form•rev.10111 Page 2 of 2 .. ` RoCKLANDTRUST 3066 42277 COLUMBIA ROAD fiAER CORPORATION ROCKLAND,MA 02370 C " HANOVER,MA 02339 TEL(781)826-9200 53-447/113 7/24/2017 PAY TO THE 8 ORDER OF City of Salem **897.50 0 Eight Hundred Ninety-Seven and 50/100*********'******************•*******************************•************ e OOLLARS City of Salem 4 H S ' MEMO --. `^oe�� AUTHDRIZED SIGNATURE - 9.0030669• 1:0113044781: 29250i0296no MERRILL CORPORATION 3066 - City of Salem 7/24/2017 Checking Check No Check Date Payee Type Payee Name Check Ami 3066 7/24/2017 Vendor City of Salem 897.50 Notes: --- - ------ Item \ Account Description Proiect Amount Application Fee: Application Fee 15189:Expense 897.50 • i MERRILL CORPORATION ROCKLANDTWST 3067 427 COLUMBIA ROAD ROCKLAND,MA 02370 HANOVER,MA 02339 TEL p91)e26-9200 53-4471113 712412017 THE OR Commonwealth of Massachusetts ORDERER OF T **872.50 0 Eight Hundred Seventy-Two and 50/100************"******************************************************•****** DOLLARS Commonwealth of Massachusetts THEN„� E MEMO AUTHORIZEp SIGNATURE 1160030671■ I:01 & 3044781: 292501029611• MERRILL CORPORATION 3067 Commonwealth of Massachusetts 7/24/2017 checking Check No Check Date Payee Type Payee Name Check Amt 3067 7/24/2017 Vendor Commonwealth of Massachusetts 872.50 Notes: Item l Account Descriptlon Pro' ct Amount Application Fee: Application Fee 15189:Expense 872.50 H �_ c� as oW a Ha u� w a F, x � U � W � xa U � E� • CHECKLIST FOR • STOMWATER REPORT • (S08)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 LA) Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report A. Introduction Important:When A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for on the computer, use only the tab the Stormwater Report(which should provide more substantive and detailed information) but is offered key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, use the return the Stormwater Report must contain the engineering computations and supporting information set forth in key'. Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and I I certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. TSI The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see page 2) that certifies that the Stormwater Report contains all required submittals.' This Checklist is to be used as the cover for the completed Stormwater Report. P P • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 • In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 'The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. • t For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serveras a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checkllst is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: because stormwater requirements vary from project to project, it possible that a complete Stormwater Report may.not include information on some of the subjects specified in the Checklist. If it is- determined that a specffio item does not apply to the protect under review, please note that the item is not applicable(N.A.)and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater;Report. Registered Professional Engineer's Certification Have reviewed the Stormwater Report„including the soil evaluation,computations,'Long-term Pollution Prevention Plan,the Construction Period Erosion and Sedimentation Control Pian (if included),the Long- term Post-Construction Operation and Maintenance Plan,the Illicit Discharge Compliance Statement(if included)and the plans showing the Stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater.Management Standards.as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the Information presented in the . Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer block and Signature "OF �? THOMAS A. ^OZERSKI 3 VIL Mi.46859 ' 9 Signature and Date Checklist Project Type: Is the application for new development, redevelopment,or a mix.of new and redevelopment? ❑ New development ® Redevelopment 14 Mix of New Development and Redevelopment • swcheck eHCM 10 VVhiteStreet,Salem.MA.doc-84101108- Stormwater Report Checklist-Page 2 of 6 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program }! Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: ❑ No disturbance to any Wetland Resource Areas ❑ Site Design Practices (e.g. clustered development, reduced frontage setbacks) ❑ Reduced Impervious Area (Redevelopment Only) ® Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 • ❑ Use of"country drainage" versus curb and gutter conveyance and pipe ❑ Bioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter ❑ Water Quality Swale ❑ Grass Channel ❑ Green Roof ❑ Other(describe): Standard 1: No New Untreated Discharges ® No new untreated discharges ® Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ® Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. • swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 3 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ® Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. ❑ Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. ❑ Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge ® Soil Analysis provided. ® Required Recharge Volume calculation provided. ® Required Recharge volume reduced through use of the LID site Design Credits. • ® Sizing the infiltration, BMPs is based on the following method: Check the method used. ® Static ❑ Simple Dynamic ❑ Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. ❑ Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume. ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ❑ Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ® Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21 E site or a solid waste landfill and a mounding analysis is included. • '80%TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ® Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system, • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. ® A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone II or Interim Wellhead Protection Area ❑ is near or to other critical areas ❑ is within soils with a rapid infiltration rate(greater than 2.4 inches per hour) ® involves runoff from land uses with higher potential pollutant loads. ® The Required Water Quality Volume is reduced through use of the LID site Design Credits. ® Calculations documenting that the treatment train meets the 80%TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. • swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) ® The BMP is sized (and calculations provided) based on: ® The 1/2" or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. ® The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) ® The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. • ❑ The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ® All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. • swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 6 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: ❑ Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area ® Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ® Redevelopment Project ❑ Redevelopment portion of mix of new and redevelopment. ® Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met)and an explanation of why these standards are not met is contained in the Stormwater Report. • ® The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations, • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls, • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. ❑ A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 7 of 8 Massachusetts Department of Environmental Protection (\ Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ❑ The project is not covered by a NPDES Construction General Permit. ® The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ❑ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ® Name of the stormwater management system owners; ® Party responsible for operation and maintenance; ® Schedule for implementation of routine and non-routine maintenance tasks; ® Plan showing the location of all stormwater BMPs maintenance access areas; ® Description and delineation of public safety features; ® Estimated operation and maintenance budget, and ® Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges ® The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ® An Illicit Discharge Compliance Statement is attached; ❑ NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. swcheck BHCM 10 White Street,Salem,MA.doc•04/01/08 Stormwater Report Checklist•Page 8 of 8 a w H � o � a aw o � H STORMWATER • REPORT (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 �SH OF ATHOMAS . ` POZERSKJ • v CIVIL Site Plan �H85Y Proposed Marina Building w/Site Improvements 9 t N Brewer Hawthorne Cove Marina Inc. (BHCM) µms' 10 White Street Salem, MA. 01970 STORMWATER MANAGEMENT REPORT AND HYDROLOGIC ANALYSIS Project Summary The subject property is located on the southeast end of 10 White Street, in Salem, MA. The site has operated for approximately 70 years as a Marina/Boatyard. The parcel identified as Parcel IDs,41-283, 284 and 289 containing 1.830+/-Acres. The site is entirely developed and operating as a Marina and Boatyard. The project consists of removing the existing office building and some out buildings,constructing a new 7,500+-`s.f. Marina Building, utility relocations and upgrades, stormwater management improvements, some new concrete and asphalt around the new building. The proposed project will move enhance pollution prevention by moving potential pollution sources inside the new facility while implementing improved stormwater discharges from the site. The site is currently fully developed and as a Marina/Boatyard. Methodology Drainage computations were performed using the Natural Resources Conservation Services (NRCS)TR-20 method and HydroCAD®Drainage Calculation Software. Sketches of the existing and proposed watershed areas,HydroCAD Report®, and copies of the calculations sheets are included as appendices to this report. Existing Conditions The parcel containing 1.83 +/- acres is a water dependent use abutting Salem Harbor. The property is completely developed. The main entrance to the property is at the end of White Street with a gated sided entrance onto Turner Street. There are three zoning districts on the parcel; a Business Neighborhood Zone, an Industrial Zone and Two Family Residential Family Zone. The majority of the site is zoned Industrial. The Boatyard/Marina presently contains a one story office building at the entrance to the site,ten additional structures, floats and docks for over 100 slips. The following coastal wetland resource areas are present on or adjacent to the site,Land Under the Ocean, Coastal Bank and Land Subject to Coastal Storm Flowage(LCSF). The associate buffers are shown from the Top of the Coastal Bank. The LCSF on the site consists of a velocity zone at a VE elevation of 13, located to the rear of the site and an AE to elevation 10 encompassing the entire site. The property is serviced by municipal water, sewer and associated utilities. A combined municipal and on-site subsurface drainage system is present on site.An existing 18"drain from the White Street enters the site and has on site catch basins and drains which connect to a 24"drain that discharges on the northeast side of the site into Salem Harbor. The USDA's NCRS soils survey classifies the soils in the area a 602-Urban land. Four on-site soil examinations were completed on site in the vicinity of the future building and stormwater area.The four soil examinations showed fill from 28"to 84". Test hole 17-04 had fill deeper than 84". Test holes 17-01 and 17-03 encountered a natural layer of loamy sand below the fill. Redox morphology was determined to be the highest in Test Hole 17-02 establishing the estimated seasonal high groundwater elevation at EI. 5.8 • • Proposed Condition)Stormwater Management System: The proposed project consists of the construction of a new Boatyard/Marina building with a 7,500 s.f. footprint with associated utilities and drainage improvements. All construction on the building will fully comply with the current editions of the State Building Code, International Building Code and FEMA requirements for flood proof construction in Flood Prone Areas and Velocity Zones. The site in its entirety is developed and is predominantly classified as a redevelopment project. There is a small amount of additional pavement and concrete proposed, approximately 5,000 s.f. to ensure safe access into and out of the facility and allow for Stormwater to discharge into a new catch basin proposed in the paved area. The additional pavement can be considered as not being redevelopment. The catch basins on site will either be in paved area or have apron installed to inhibit sediment from the existing gravel parking areas from entering the structures. The proposed project as presented provides a stormwater management system which in our opinion complies to the maximum extent practicable with the Department of Environmental Protections(DEP) Stormwater Management Standards. Existing developed site conditions, soils and high groundwater precludes full compliance with DEP's stormwater regulations. For example we are not able to provide two feet of groundwater separation to the roof top recharge system due to existing developed site grades and conditions and high groundwater on site. We are however providing pure static volume,water quality and recharge volumes. We need to point out we were not commissioned to perform an analysis of the hydraulics of the existing municipal system. Our proposal takes the conservative approach to increase the pipe sizes as they enter the site and provide new catch basins with gas traps. For example the existing 24"outfall pipe has a full flow capacity of 26.6 cfs,the proposed 30"outfall pipe has a capacity of 34.4 cfs. Documentin¢Compliance: DEP requires the Submission of a Stormwater Management Report to document compliance with the Stormwater Management Standards. The report shall be prepared by a Massachusetts Registered Professional Engineer. Our documentation of compliance is indicated as follows: Standard#1 —No Untreated Discharges or Erosion to Wetlands There are no new untreated discharges or outlet discharges. All of the runoff is treated in a pretreatment device prior to entering the stormwater system. The proposed roof will have a Gavalume or approved equal factory applied coating placed on the metal sheeting to prevent corrosion or detoriation from acid rain or marine environments. The coating attenuates adverse impacts from metal roofs,which in turn will allow for what will be considered clean runoff to be recharged into the proposed infiltration system. All existing on site catch basins will be replaced with new deep sump catch basins with gas traps, along with the last catch basin on White Street adjacent to the site entrance. The proposed new catch basin on site will also have a deep sump and gas trap. A First Defender unit is proposed in the new main discharge drain to attenuate floatables, hydrocarbons and silt. The First Defender provides the second level of treatment on site prior to discharging into Salem Harbor. A tide gate valve is proposed to prevent salt water intrusion into the stormwater treatment train. The Stormwater structures and their outlets have been designed so that all runoff discharged • though the outlet control structures will not travel at a rate which will cause erosion or scour down stream. We have properly sized the rip rap to ensure the outfalls and existing revetment are stabilized to control erosion upon discharging into Salem Harbor. • Standard 92—Peak Rate Attenuation and Flood prevention The standard for peak rate attenuation should be waived as the site is located in land subject to coastal storm flowage. The proposed construction will not have any adverse impact on flooding into Salem Harbor or adjacent areas. Standard 43—Stormwater Recharge Soil Evaluation On site soils testing was completed on April 14, 2017,by Thomas A. Pozerski, P.E., and a licensed Soil Evaluator. The following steps were taken to evaluate the soil types: Stage 1 included an NRCS Soil Survey Review, as well as geologic, GIS and aerial maps. The NRCS classify the soil as 602 Urban soils. Stage 2 involved on site soil testing and evaluation to determine the USDA Soils Structural Classification of subsurface conditions..Based upon observed water levels and redoximorphic features found the ESHGW elevation was determined the highest estimated ground water found in Test Hole 17-02 at 30". All of the test pits contained fill from 28"to over 84".Two of the test pits 17-01 and 17-03 contained a natural C-Layer of Loamy Sand. An appropriate recharge depth of 0.35"of runoff could be used for design purposes, however we used a conservative depth of 0.6"of runoff times the impervious areas as a guide to size the rooftop recharge system. Required Recharge Volume: The required recharge volume is the depth of runoff based on the Hydrologic Soils Group(HSG) found in the natural C-horizon determined by the professional engineer multiplied by the impervious and rooftop area on site. The HSG found is a B soil. However to be conservative an HSG A is used for sizing purposes. The total amount of impervious and rooftop area is approximately 11,600fSF. Using HSG "A"and a Target Depth Factor of 0.6-inch. The total amount of required recharge volume is 580 c.f. and 1, 326c.f. is provided. Volume below the sharp crested outlet control in the rooftop recharge system was used to determine the total amount of recharge volume provided. The infiltration structures are designed to recharge the volume well within the 72-hour requirement. A mounding analysis is not required as the static method was used. As previously noted two feet of separation between the bottom of the recharge system is not possible due to existing site constraints and high groundwater. The recharge system is sited at least 50' from the top of the coastal bank and over 10' from the slab foundation. The roof will be treated with a sealant that will allow for this runoff to be considered clean for discharging into the roof recharge system.No additional pretreatment is needed prior to stormwater entering the recharge system. The system is being proposed to ensure the maximum feasible compliance. Standard 94— Water Quality Required Water Quality Volume The Required Water Quality Volume for the site is determined by multiplying the untreated impervious area by 1.0-inch of runoff times the impervious area. One inch of runoff must be treated as the site use is a land use with higher potential pollution loads(LUHPPL). The proposed project has approximately 11,600±SF of impervious area. The required treatment volume for this area is 9671CF. The storage volume provided in the infiltration areas is 1,326±CF to the top of Stone and 969 eft to the weir. • TSS Removal A minimum removal rate of 80% is required. The stormwater system has been designed to remove at least 80% of Total Suspended Solids prior to discharge to the infiltration BMP. See attached TSS Calculations Standard#5—Land Uses with Higher Potential Pollutant Loads (LUHPPL) The site is a LUHPPL. The site has a current and fully implemented Stormwater Pollution Prevention Plan(SWPPP)implemented with the United States Environmental Protection Agency (EPA)for the National Pollution Discharge Elimination System(NPDES)for Stormwater Discharges associated with Industrial Activities. The SWPPP is being fully implemented with good housekeeping measures and reported on the NPDES electronic reporting tool. The proposed stormwater improvements,deep sump catch basins with gas traps, infiltrating roof runoff and the Downstream Defender will only enhance the quality of stormwater discharges from the site. The proposed new building will ensure potential sources of pollution and maintenance activities are completed in full compliance with the SWPPP and by the continued use of good housekeeping measures. Standard#6—Critical Areas The site has no surface discharges nor is the site located in or near a Critical Area. MA GIS indicates there are no critical areas in the project area. Standard 97—Redevelopment The project qualifies as a redevelopment,with the exception of adding 5,000 s.f. of impervious area. The design provides for stormwater quality treatments to control TSS, floatables, hydrocarbons,water quality and recharge volumes. The site has been designed to meet the requirements of the stormwater management regulations to the maximum extent practicable. Existing site constraints, fill and high groundwater do not allow for full compliance with the regulations, only maximum feasible compliance.The proposal assists in complying for the new paved areas. Standard 48—Construction Period Controls and erosion control measures (During Construction Stormwater Pollution Prevention Plan (SWPPP) A detailed During Construction SWPPP is provided in Appendix Standard 99—Operations and Maintenance Plan (SWPPP) A detailed SWPPP is provided in Appendix Standard 910—Illicit Discharges to the Draina eg_System No illicit discharges are present on the site.No new discharges from the site are proposed, illicit or otherwise. An Illicit Discharge Statement is provided in the submittal. • • RATIONAL PIPE ANALYSIS OF EXSTING PIPES VS. PROPOSED: STRUCTURE ID PIPE SIZE LENGTH SLOPE N VELOCITY CAPACITY REMARKS IN FT FT/FT FPS CFS EX CBI-DMH 8 25 .0001 .013 .35 0.12 NOT SELF CLEANING PR CBI-DMH2 12 8 .0125 .013 5.1 4 IMPROVED EX DMH-CB 18 114 .012 .013 6.5 11.55 R=7.75 PR DMH2-DMH4 24 150 .007 .013 6 19 IMPROVED EX CB R=7.97 TO 10 100 .008 .013 3.6 1.97 CB R=7.75 PR CB3 TO 12 110 .01 .013 4.5 3.58 IMPROVED DMH5 EX CB R=7.75- 24 98 .0138 .013 8.5 26.7 OUTFALL PR DMH5- 30 85 .007 .013 7.0 34.4 IMPROVED OUTFALL Comments: • • All proposed piping increases the capacity over existing conditions with self-cleaning velocities provided. • Yellow are the existing structures being replaced. • No shading represents the proposed structures. �y�'A OF THOMAS A. POZERSKI v CIVIL y N0.46850 9 � K • ( is ) ROOFTO RUNOFF 2P ZN Of ROOF RECHARGE �THOMAS �a POZERSKI v CIVIL y N0.4111869 9 f T P AL E Subcat Reach on LinkRouting Diagram for ROOFTOP RUNOFF Prepared by BHCM Rooftop Recharge System,10 White Street,Salem,MA.]-24-1], Pnmed]241201] HydroCADO 10.00-18 sln 02159 ®2016 HydroCAD Software Solutions LLC ROOFTOP RUNOFF Type 111 24-hr 2 YEAR STORM Rainfall=2.54" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 2 Time span=5.00-72.00 hrs, dt=0.05 hrs, 1341 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: ROOFTOP RUNOFF Runoff Area=7,500 sf 100.00% Impervious Runoff Depth>2.28" Flow Length=50' Tc=0.3 min CN=98 Runoff=0.48 cfs 0.033 of Pond 2P: ROOF RECHARGE Peak Elev=7.50' Storage=889 cf Inflow=0.48 cfs 0.033 of Outflow=0.11 cfs 0.013 of Total Runoff Area= 0.172 ac Runoff Volume= 0.033 of Average Runoff Depth = 2.28" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.172 ac • ROOFTOP RUNOFF Type 111 24-hr 2 YEAR STORM Rainfall=2.54" . Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 1S: ROOFTOP RUNOFF Runoff = 0.48 cfs @ 12.00 hrs, Volume= 0.033 af, Depth> 2.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Type III 24-hr 2 YEAR STORM Rainfall=2.54" Area (sf) CN Description 7,500 98 Roofs, HSG B 7,500 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.3 50 3.00 Direct Entry, ROOF TOP Subcatchment 1S: ROOFTOP RUNOFF Hydrograph L._. FM Runoff li 0.5-10.4e _. Type III-24-hr.... • ° 2 YEAR STORM Rainfall=2 54 04 Runoff " Area-7,500 sf - -Runoff;Volume=0:033 of 0.35 Runoff Depth>2.28"_ JT 0.3 Flow Len0th=50' 0 025Tc=U.3 min LL :CN-98 .. 0.2 4 0 0,15 0.05 �- - 0 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) • ROOFTOP RUNOFF Type 111 24-hr 2 YEAR STORM Rainfall=2.54" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCADO 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 4 Summary for Pond 2P: ROOF RECHARGE Inflow Area = 0.172 ac,100.00% Impervious, Inflow Depth > 2.28" for 2 YEAR STORM event Inflow = 0.48 cfs @ 12.00 hrs, Volume= 0.033 of Outflow = 0.11 cfs @ 12.37 hrs, Volume= 0.013 af, Atten= 76%, Lag= 21.9 min Primary = 0.11 cfs @ 12.37 hrs, Volume= 0.013 of Routing by Stor-Ind method, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 7.50' @ 12.37 hrs Surf.Area= 1,066 sf Storage= 889 cf Plug-Flow detention time= 302.4 min calculated for 0.013 of(39% of inflow) Center-of-Mass det. time= 164.8 min ( 928.9 - 764.1 ) Volume Invert Avail.Storage Storage Description #1 5.86' 872 cf Custom Stage Data(Prismatic)Listed below(Recalc) 2,494 cf Overall - 314 cf Embedded = 2,180 cf x 40.0% Voids #2 6.46' 314 cf 12.0" Round Pipe Storage x 5 Inside#1 L= 80.0' 1,186 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) • 5.86 1,066 0 0 8.20 1,066 2,494 2,494 Device Routing Invert Outlet Devices #1 Primary 7.46' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.7' Crest Height Primary OutFlow Max=0.11 cfs @ 12.37 hrs HW=7.50' (Free Discharge) 't1=Sharp-Crested Rectangular Weir (Weir Controls 0.11 cfs @ 0.66 fps) • ROOFTOP RUNOFF Type Ill 24-hr 2 YEAR STORM Rainfall=2.54" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 5 Pond 2P: ROOF RECHARGE Hydrograph FE—Inflow 04 crs ■Primary 0.5 .....Inflow:Area=0.172ad 0.45 !_ Peak Elev=7.50': - 89 0.4 . . ;. -Stora a-8 Cf 0.35- 0.3 .35 0.3 0 0.25- 0,2 .25 0,15- 01- t .15 t : 0.05- 0- • 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) • ROOFTOP RUNOFF Type 11l 24-hr 10 YEAR STORM Rainfall=4.98" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCADO 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 6 Time span=5.00-72.00 hrs, dt=0.05 hrs, 1341 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: ROOFTOP RUNOFF Runoff Area=7,500 sf 100.00% Impervious Runoff Depth>4.61" Flow Length=50' Tc=0.3 min CN=98 Runoff=0.96 cfs 0.066 of Pond 2P: ROOF RECHARGE Peak Elev=7.63' Storage=942 cf Inflow=0.96 cfs 0.066 of Outflow=0.91 cfs 0.046 of Total Runoff Area=0.172 ac Runoff Volume= 0.066 of Average Runoff Depth =4.61" 0.00% Pervious =0.000 ac 100.00% Impervious = 0.172 ac • • ROOFTOP RUNOFF Type 111 24-hr 10 YEAR STORM Rainfall=4.98" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1S: ROOFTOP RUNOFF Runoff = - 0.96 cfs @ 12.00 hrs, Volume= 0.066 af, Depth> 4.61" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Type III 24-hr 10 YEAR STORM Rainfall=4.98" Area (sf) CN Description 7,500 98 Roofs, HSG B 7,500 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f/ft) (ft/sec) (cfs) 0.3 50 3.00 Direct Entry, ROOF TOP Subcatchment 1S: ROOFTOP RUNOFF Hydrograph ■Runoff 0%cfs Type 11124 h'r • 10 YEAR STORM Rainfall=4.98:' Runoff Are4=7,N0 sf Runoff, Volume=0.066 of Runoff Depth>4.611' F.lowLength=50' Tc=0.3 min LL :CN :98 i 0 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) • ROOFTOP RUNOFF Type /// 24-hr 10 YEAR STORM Rainfall=4.98" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCADO 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 8 Summary for Pond 2P: ROOF RECHARGE Inflow Area = 0.172 ac,100.00% Impervious, Inflow Depth > 4.61" for 10 YEAR STORM event Inflow = 0.96 cfs @ 12.00 hrs, Volume= 0.066 of Outflow = 0.91 cfs @ 12.02 hrs, Volume= 0.046 af, Atten= 5%, Lag= 1.0 min Primary = 0.91 cfs @ 12.02 hrs, Volume= 0.046 of Routing by Stor-Ind method, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 7.63' @ 12.02 hrs Surf.Area= 1,066 sf Storage= 942 cf Plug-Flow detention time= 167.5 min calculated for 0.046 of (70% of inflow) Center-of-Mass det. time= 75.8 min ( 833.5 - 757.7 ) Volume Invert Avail.Storage Storage Description #1 5.86' 872 cf Custom Stage Data (Prismatic)Listed below (Recalc) 2,494 cf Overall - 314 cf Embedded = 2,180 cf x 40.0% Voids #2 6.46' 314 cf 12.0" Round Pipe Storage x 5 Inside#1 L= 80.0' 1,186 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store . (feet) (sq-ft) (cubic-feet) (cubic-feet) 5.86 1,066 0 0 8.20 1,066 2,494 2,494 Device Routing Invert Outlet Devices #1 Primary 7.46' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.7' Crest Height Primary OutFlow, Max=0.86 cfs @ 12.02 hrs HW=7.62' (Free Discharge) 't1=Sharp-Crested Rectangular Weir (Weir Controls 0.86 cfs @ 1.34 fps) • ROOFTOP RUNOFF Type 11124-hr 10 YEAR STORM Rainfall=4.98" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 9 Pond 2P: ROOF RECHARGE Hydrograph ■Inflow 09609 Inflow Area=0.172 ■Prmary Peak Elev=7.63' Storage=942 cf N LL • O 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ti • ROOFTOP RUNOFF Type Ill 24-hr 25 YEAR STORM Rainfall=6.12" Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCADO 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 10 Time span=5.00-72.00 hrs, dt=0.05 hrs, 1341 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: ROOFTOP RUNOFF Runoff Area=7,500 sf 100.00% Impervious Runoff Depth>5.70" Flow Length=50' Tc=0.3 min CN=98 Runoff=1.18 cfs 0.082 of Pond 2P: ROOF RECHARGE Peak Elev=7.65' Storage=953 cf Inflow=1.18 cfs 0.082 of Outflow=1.12 cfs 0.062 of Total Runoff Area=0.172 ac Runoff Volume = 0.082 of Average Runoff Depth = 5.70" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.172 ac • ROOFTOP RUNOFF Type III 24-hr 25 YEAR STORM Rainfall=6.12" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 H droCAD® 10.00-18 s/n 02159 ©2016 H droCAD Software Solutions LLC Pae 11 Summary for Subcatchment 1S: ROOFTOP RUNOFF Runoff = 1.18 cfs @ 12.00 hrs, Volume= 0.082 af, Depth> 5.70" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Type III 24-hr 25 YEAR STORM Rainfall=6.12" Area (so CN Description 7,500 98 ' Roofs, HSG B 7,500 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.3 50 3.00 Direct Entry, ROOF TOP Subcatchment 1S: ROOFTOP RUNOFF Hydrograph ', , ■Runoff Type III 24'-hr . :26 YEAR STORM Ramfala_=6.12"_ Runoff Are4=7,500 sf Runoff,Volume.=0.082 of Runoff Depth>5.70" Flow'Length=50' g Tc=0.3 min LL CN 98 0 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 60 52 54 66 58 60 62 64 66 68 70 72 Time (hours) • ROOFTOP RUNOFF Type 11124-hr 25 YEAR STORM Rainfall=6.12" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCADO 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 12 Summary for Pond 2P: ROOF RECHARGE Inflow Area = 0.172 ac,100.00% Impervious, Inflow Depth > 5.70" for 25 YEAR STORM event Inflow = 1.18 cfs @ 12.00 hrs, Volume= 0.082 of Outflow = 1.12 cfs @ 12.02 hrs, Volume= 0.062 af, Atten= 5%, Lag= 1.0 min Primary = 1.12 cfs @ 12.02 hrs, Volume= 0.062 of Routing by Stor-Ind method, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 7.65' @ 12.02 hrs Surf.Area= 1,066 sf Storage= 953 cf Plug-Flow detention time= 148.9 min calculated for 0.062 of(75% of inflow) Center-of-Mass det. time= 66.0 min ( 822.6- 756.6 ) Volume Invert Avail.Storage Storage Description #1 5.86' 872 cf Custom Stage Data (Prismatic)Listed below (Recalc) 2,494 cf Overall - 314 cf Embedded = 2,180 cf x 40.0% Voids #2 6.46' 314 cf 12.0" Round Pipe Storage x 5 Inside#1 L= 80.0' 1,186 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store • (feet) (sq-ft) (cubic-feet) (cubic-feet) 5.86 1,066 0 0 8.20 1,066 2,494 2,494 Device Routing Invert Outlet Devices #1 Primary 7.46' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.7' Crest Height Primary OutFlow Max=1.07 cfs @ 12.02 hrs HW=7.65' (Free Discharge) 't1=Sharp-Crested Rectangular Weir (Weir Controls 1.07 cfs @ 1.44 fps) • ROOFTOP RUNOFF Type 11124-hr 25 YEAR STORM Rainfall=6.12" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 13 Pond 2P: ROOF RECHARGE Hydrograph FE-1 n-fi o-w ri-18-cf-sj i ■Primary :Inflow .Area:0 172' ac'. Peak-Elev 7.65`- 1 Storage=953 cf • 0 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) • ROOFTOP RUNOFF Type 11124-hr 100 YEAR STORM Rainfall=7.87" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 14 Time span=5.00-72.00 hrs, dt=0.05 hrs, 1341 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: ROOFTOP RUNOFF Runoff Area=7,500 sf 100.00% Impervious Runoff Depth>7.36" Flow Length=50' Tc=0.3 min CN=98 Runoff=1.52 cfs 0.106 of Pond 2P: ROOF RECHARGE Peak Elev=7.69' Storage=969 cf Inflow=1.52 cfs 0.106 of Outflow=1.45 cfs 0.086 of Total Runoff Area = 0.172 ac Runoff Volume=0.106 of Average Runoff Depth = 7.36" 0.00%Pervious = 0.000 ac 100.00% Impervious= 0.172 ac • • ROOFTOP RUNOFF Type 111 24-hr 100 YEAR STORM Rainfall=7.87" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCADO 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 15 Summary for Subcatchment 1S: ROOFTOP RUNOFF Runoff = 1.52 cfs @ 12.00 hrs, Volume= 0.106 af, Depth> 7.36" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Type III 24-hr 100 YEAR STORM Rainfall=7.87" Area (sf) CN Description 7,500 98 Roofs, HSG B 7,500 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f/ft) (ft/sec) (cfs) 0.3 50 3.00 Direct Entry, ROOF TOP Subcatchment 1S: ROOFTOP RUNOFF Hydrograph ; I, ' ', , ■Runoff Type 111 24-hr • 100 YEAR STORM Rainfall-7.87" Runoff Area=7,600 sf Runoff Volume=0.106 of Runoff Depth>7.3V' JT FIoW Length--50' 52 Tc=0.3 min LL CN=98 0 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ROOFTOP RUNOFF Type 111 24-hr 100 YEAR STORM Rainfall=7.87" Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 16 Summary for Pond 2P: ROOF RECHARGE Inflow Area = 0.172 ac,100.00% Impervious, Inflow Depth > 7.36" for 100 YEAR STORM event Inflow = 1.52 cfs @ 12.00 hrs, Volume= 0.106 of Outflow = 1.45 cfs @ 12.02 hrs, Volume= 0.086 af, Atten= 4%, Lag= 0.9 min Primary = 1.45 cfs @ 12.02 hrs, Volume= 0.086 of Routing by Stor-Ind method, Time Span= 5.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 7.69' @ 12.02 hrs Surf.Area= 1,066 sf Storage= 969 cf Plug-Flow detention time= 129.2 min calculated for 0.086 of(81% of inflow) Center-of-Mass det. time= 56.2 min ( 811.8 - 755.6 ) Volume Invert Avail.Storage Storage Description #1 5.86' 872 cf Custom Stage Data (Prismatic)Listed below (Recalc) 2,494 cf Overall - 314 cf Embedded = 2,180 cf x 40.0% Voids #2 6.46' 314 cf 12.0" Round Pipe Storage x 5 Inside#1 L= 80.0' 1,186 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store • _ (feet) (sq-ft) (cubic-feet) (cubic-feet) 5.86 1,066 0 0 8.20 1,066 2,494 2,494 Device Routing Invert Outlet Devices #1 Primary 7.46' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.7' Crest Height Primary OutFlow Max=1.39 cfs @ 12.02 hrs HW=7.68' (Free Discharge) 'L1=Sharp-Crested Rectangular Weir (Weir Controls 1.39 cfs @ 1.57 fps) ROOFTOP RUNOFF Type 11124-hr 100 YEAR STORM Rainfall=7.87" • Prepared by BHCM Rooftop Recharge System, 10 White Street, Salem, MA. 7 Printed 7/24/2017 HydroCAD® 10.00-18 s/n 02159 ©2016 HydroCAD Software Solutions LLC Page 17 Pond 2P: ROOF RECHARGE Hydrograph ■Inflow 1.52 r �; � � � � ■Primary „s „ Inflow Area=O 172: : : Peak Elev 7 69' I Storage 969 Cf • 0 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) .. i I i • ABUTTERS • • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 • CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND PROPERTY OWNERS BOARD/COMMISSION: Conservation Commission PROJECT SITE: 10 White Street (41_0283_0) DATE: 7/24/2017 DESCRIPTION OF REQUIREMENT: All abutters and any property owner within 100 feet of the property line of the land where the activity is proposed including if land is separated by a public or private street or a body of water and not unreasonably distant from the project site. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are"abutters and property owners" (as defined by Wetlands Protection Act 310 CMR 10.05(4)(a))to the • parcel(s)of land listed above as the project site. i Assessor's Signature: Date: 7 5 Number of initialed pages attached: Once Certified,Return to: Ashley Green,Department of Planning and Community Development • c � / .,/q'Q(TO .'sr✓`^ S i gip% S - O xn I��wsmen T- nTwnnu t; Tcxn Banlvy ✓�p< y` ✓�!TF / Tam L.W. iurt Ora O.G. fn / in F � Q aoMMGla Mam.Wn.I.M I HnMq P.Oa.ruYY n^ .1:11.114..[anW.N..rt rN nM�latlm>IIa NY. I 290 580 8 PrIMe0 on 07/242017 at 08:33 AM • Parcel ID:41-0283-0 Parcel ID:41-0278-0 Parcel ID:41-0284-0 BHCM INC CITY OF SALEM THE BHCM INC 10 WHITE ST 93 WASHINGTON STREET 10 WHITE ST SALEM, MA 01970 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:41-0285-801 Parcel ID:41-0285-802 Parcel ID:41-0285-803 MCCAULEY DENISE M MERCHANT BRADLEY MICHAEL 6 WHITE STREET,UNIT 3 6 WHITE ST U1 MERCHANT HANNAH BURKE JOHN J JR/JUDITH SALEM, MA 01970 6 WHITE ST U2 17 CENTRAL STREET UNIT 2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0285-804 Parcel ID:41-0294-0 Pa IID:41-0 5-0 NARANJO CAROL HEADLAND LARRY THE. LLC MARTIN SANDY J WALSH TERESA P 0 80 6 WHITE STREET U4 43 TURNER ST N BURYP ,MA 01950 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0295.801 Parcel ID:41-0295-802 Parcel ID:41-0296-0 ALEXANDER JAMIN KRISAK ALEX ALDRICH NORTHRUP SANDRA J 45 TURNER STREET U1 ALDRICH HOPE A 49 TURNER STREET SALEM, MA 01970 47 TURNER STREET U2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0297-801 Parcel ID:41-0297-802 Parcel ID:41-0298-0 ROSENBAUM JOSHUA ZBYSZYNSKI JOHN F BHCMINC DEROSA CLAIRE ZBYSZYNSKI CHRISTIN HATCH 10 WHITE ST •53 TURNER ST U1 55 TURNER STREET U2 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:41-0299.0 Parcel ID:41-033 Parcel ID:41-0334-801 HOUSE OF SEVEN GABLES FO BLAN T SALEM R T FURLONG MICHAEL F SETTLEMENT ASSOCIATION GARY DY TR 4 BLANEY ST U1 115 DERBY STREET 85 HU SALEM, MA 01970 SALEM, MA 01970 BE LY, MA 15 Parcel ID:41-0334-802 Parcel ID:41-0334-803 Parcel ID:41-0334-804 DORSEY MARIA FRANK DAVID L ODONNELL SHANNON DORSEY JERRY 81 BRIDGE STREET 4 BLANEY STREET U4 4 BLANEY STREET U2 SALEM, MA 01970 SALEM, MAO 1970 SALEM, MA 01970 Parcel ID:41-0334-805 CORMIER MICHELE T 4 BLANEY STREET U5 SALEM, MA 01970 • • Notification to Abutters Under the Massachusetts Wetlands Protection Act Cohasset In accordance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, you are hereby notified of the following: A. The name of the applicant is: BHMC INC. B. The applicant has filed a Notice of Intent with the Conservation Commission for the municipality of Salem seeking permission to Obtain permission for proposed work Subject to Protection under the Wetlands Protection Act (General Laws Chapter 131, Section 40) and the City of Salem Chapter 50 Wetlands Protection and Conservation C. The address of the lot where the activity is proposed is Map 41 Lot 0283-0 10 White Street, Salem, MA. 01970 D. Copies of the Notice of Intent may be examined at the Salem Conservation Commission Office, City Hall Annex, 120 Washington Street Department of Planning and Community Development, Salem, MA. 01970 . E. Check One: This is the applicant_ Property Owner X representative_ or other_ (specify) F. Information regarding the date, time and place of the public hearing may be obtained from the Conservation Office by calling this telephone number 978- 619-5685 Check One: This is the applicant X Conservation Commission or other_ (specify) NOTE: Notice of the public hearing, including its date, time, and place will be published at least five (5) days in advance in a publication with general circulation in the Community. At the time of this application, the Conservation Commission staff intended this notice to be published in the Brockton Enterprise. NOTE: Notice of the public hearing, including its date, time, and place will be posted in the Town Hall not less than forty-eight (48) hours in advance. NOTE: You may contact your local Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP, call: Northeast Regional Office: 978-694-3200. • • AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act (To be submitted to the Massachusetts Department of Environmental Protection and the Pembroke Conservation Commission when filing a Notice of Intent). I, Thomas A. Pozerski, hereby certify under the pains and penalties of perjury that on July-August 2017, 1 gave notification to abutters in compliance with the second paragraph of M.G.L., Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated July 8, 1998 in connection with the following matter: A Notice of Intent filed under the Massachusetts Wetlands Protection Act by Stonebridge Homes Inc. with the Pembroke Conservation Commission on January, 2016 for the property located at Assessor's Map 4, Lot 54 Birch Street Pembroke MA The form of the notification and a list of the abutters to whom it was given and their • addresses are attached to this Affidavit of Service. G� V.��A'�f�►NUJ July 24, 2017 Name Date • H1Projeects 14-056-Documents-ConCom-Affidavit of Service MERRILL CORPORATION ROCKLAND ftST 3074 427 COLUMBIA ROAD ROCKLAND,MA 42370 HANOVER,MA 02339 TEL(781)826-9200 53-447/113 7/25/2017 PAY TO5 ORDER HE The Salem News $ "260.00 Two Hundred Sixty and 00/100.».'."<...<.... .+........... ....>.»,.+ .. .. ...+ .+.....<» . ...:.>.,...«.. ._ DOLLARS r The Salem News d El 1 MEMO °OMr°aha — HORIZ OSIGN URE 118 0 0 3 0 7 411• I:0 1 1 3044 781: 292501029611' MERRILL CORPORATION 3074 The Salem News 7/25/2017 checking ----- --- - - _._._ _._.. - - ----------- ---_ . .-------- Check No Check Date Payee Tvoe Payee Name Check Amt 3074 7/25/2017 Vendor The Salem News 260.00 Notes: Item \ Account Description Project Amount Adverting: Advertising Expenses 15189:Expense _ 260.00 �_ c� z N � � : P. � � � x U a ., a • RIP RAP • SIZING CHART • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 APPROXIMATE SIZE OF RIPRAP REQUIRED TO RESIST MOVEMENT METHOD#1 BASED ON CONDUIT OUTLET VELOCITY KDOT L Ir r 6 3 3 Standard Gradations n J. N Y Equivalent D 20 Diameter (R}' 0.2 0.3 10.6 0.8 1.0 1.5 r 2.0 3.0 4.0 12 I I vl I I I E I I ,10 I I of Example 'NRNtN6 SINE _ _ -- QY,�� 3 —NOTE 15 1 1 1 I mt c;e MQ 2 I I I I 1 • td. at 0.2 0.4 0.6 1 2 4 6 10 20 40 60 100 200 400600 1000 2000 6000 Lb. Weight of D. Stone Example: A 15" pipe has an exit velocity of 7.2 fps with a tail water depth of 30" and channel slope of 2%. Acceptable Riprap Size: Dm=0.58', IN =tglbs., KDOT Gradation=Light 18", Max. Stress = (62.4)(2.5)(.02) = 3.2 psf < 5 psf O.K. How to use this nomograph: METHOD#2-MAX.SHEAR STRESS Method #1 Co=yds 1. Find the exit velocity at the outlet. 2. Intersect with Turning Line. y =62,4pcf 3. Read top and bottom scales to determine approximate weight and size of stone. d=depth_of_tailwater. (ft) 4. Read top scale to determine KDOT gradation of stone. s=slope_at_exit_(ftlfT) 5. Compare to see if design sizes meet or exceed the sizes calculated by method 2 on this sheet. Allowable Shear Stress for Method #2 KDOT Standard Gradations 1. Calculate Maximum Shear Stress (Using Table). 2. Compare Maximum Shear Stress to Allowable Shear Stress Heavy Series from Table. Maximum shear stress must be equal or less than 4 Ton 27 psf allowable stress or larger stone is required. 2 Ton 21 psf General Notes: 1 Ton 16 psf 1. This nomograph allows the user to approximate the Dia stone 1/2 Ton 13 psf size of riprap for conduit outlet protection based on the exit velocity of the conduit. 1/4 Ton 10 psf 2. This nomograph is based on Figure 2.3.12-6a, "Guide for Estimating Stability of Channels and Large Rocks KDOT Design Light Series Manual, Volume III, Bridge Section. Light 24:: 6 psf 3. Conduit velocity as calculated by Manning's Equation. Light 18" 5 psf 4. Estimations based on this nomograph are only valid for • velocities between 5 fps and 15 fps. Outlets with higher velocities should be investigated further. Stone for Ditch Lining 5. Riprap is not normally required for velocity below 5 f.p.s. 6" 3 psf Consider grass lining materials. 5" 2 psf KDOT Gradations are based on the stone specifications from the KDOT Standard Specifications for State Road and Bridge Construction (1990) — Table 12b Stone for Aggregate Ditch Lining, and •• Table 11 Stone for Riprap. TSS REMOVAL AND C TA jPERFORMANCE DA I, • TSS REMOVAL AND • PERFORMANCE DATA • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com /(781)826-9200/427 Columbia Road, Hanover,MA 02339 Wirrrill Engineers and Land Surveyors 4 JOB 15-189 BHCM 10 White Street Salem,MA tH OF ty� 'REGISTERED PROFESSIONAL ENGINEERS , SHEET N0. 1 of 1 dT THOMAS A. 126 Union Street,'Plymouth,MA. 02360 * CALCULATED BY TAP POZERSq STEL.(508)746-6060 - CHECKED BY DK Dated:7-23-17 CIVIL w No.48659 Location: 15-189 BHCM 10 White Street Salem,MA 9F©/STEP TSS Removal-To Infiltration Recharge Area AL Calculation Worksheet A B C D E TSS Removal Starting TSS Amount Remaining BMP RATE LOAD' Removed (BxC) Load (C-D) Deep Sump CBs 0.25 1.00 0.25 0.75 HYDRO- INTERNATIONAL 0.80 0.75 0.60 0.15 FIRST DEFENDER 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 TSS Total Removal UProjects-2002/021381drainage repod7TSS BCHM 7-23-17 '�T95 Removal ElFdeedes for Best ManagementPrecYlces— From Man DEP Stormwater Handbook Vol.1 Best ManagementPrecdce(BMP) TSS Removal EMclency NonStructural Pretreatment SMPs - Strait 9wee Ing 0-10%,See Volume 2,Chapter 1. Structural Pretreatment BMPs Deep Sump Catch Basins 25%only if used for pretreatment arta only ff off-line Oil GrIt Separation 25%only ff used for pretreatment and ony If off-line Proprietary Separators Vanes—see Volume 2,Chapter 4. Sediment Forebays 25%if used for pretreatment Vegetated filter strips 10%it at least 25 feet vide,45%If at least 50 feet Ads Treatment BMPs Bloretemion Areas Including rain 90%provided d is combined with adequate pretreatment gardens Constructed Stormweter Wetlands 80%provided it is combined wM1h a sediment forebay Extended Dry DeteMlon Basins 50%pricoxmi it is combined with a sediment forebay Gravel Wetlands 80%provided it is combined with a sediment formay Propdebry Media Fitters Varies—see Volume 2,Chapter SandlOrganlc Filters 80%provided it is combined with sediment forebay Treebox RRer 80%pm4ded it is combined wtth adequate pretreatment Wet Basins 80%pmvided it is combined with sediment foretey Comm ode.. Drainage Channels lFor conveyance ony.No TSS Removal credit Gress Channels(formedy biofiller 50%if combined with sediment formi equrvalent swales Water Quality Swale— 70%prodded it is combined with Sediment forebayor, set Sdry equrralent IrMltredon SMps Dry Wells 80%for runoff from non-metal roofs,may also W used for mnoff"in metal mots but only if metal roof is not located within a Zone Il,or IWPA or at an industrial site Indignation Seslns 8 Intimation Trenches 80%provided it is combined wdh adequate pretreatment (sediment forrei or vegetated fitter strip,grass channel, water quality swele)poor to Infiftsecn Leaching Catch Basins 80%promoted a deep sump catch basin is used for pretreatment Subsurface Structure 80%provided Nay are combined with one or more pretreatment SMPs prior to Infiltration. Cher SMPs Dry Dehndon Basins For peak rate attenuation ony.No TSS Removal credit. Green Roofs See Volume 2.Chapter 2. May reduce required water quality Volume.No TSS Removal Credd. porous Pavement 80%1 designed to prevent ninon and with adequate storage capacity. Limited to uses identified in Volume 2, Chapter 2. Rein Barrels and Cisterns May reduce required water quality volume.No TSS Removal Credit. • Hydro International First Defense® High Capacity A Simple Solution for your Trickiest Sites Verified by NJCAT and NJDEP Fig.1 The First Defense®High Capacity has internal components Product Profile designed to efficiently capture pollutants and prevent washout at peak flows. The First Defense®High Capacity is aenhanced vortex separator that combines an effective stormwater treatment chamber with 1 an integral peak flow bypass. It efficiently removes sediment total suspended solids(TSS),trash and hydrocarbons from stormwater runoff without washing out previously captured pollutants.The First �, ! 6 Defense®High Capacity is available in several model configurations to accommodate a wide range of pipe sizes, peak flows and depth 2 constraints(Table 1, next page). Applications 3 —7 •Stormwater treatment at the point of entry into the drainage line •Sites constrained by space,topography or drainage profiles 4 with limited slope and depth of cover •Retrofit installations where stormwater treatment is placed on or 8 tied into an existing storm drain line •Pretreatment for filters, infiltration and storage 5 9 Advantages , •Inlet options include surface grate or multiple inlet pipes •Integral high capacity bypass conveys large peak flows withoutI 10 the need for"offline"arrangements using separate junction manholes Components •Proven to prevent pollutant washout at up to 450%of its treatment flow 1. Inlet Grate(optional) 6. Internal Bypass • Long flow path through the device ensures a long residence 2. Precast chamber 7. Outlet pipe time within the treatment chamber, enhancing pollutant settling 3. Inlet Pipe(optional) 8. Oil and Floatables Storage • Delivered to site pre-assembled and ready for installation 4. Floatables Draw Off Slot 9. Outlet chute (not pictured) 10.Sediment Storage Sump How it Works 5. Inlet Chute The First Defense® High Capacity has internal components designed to remove and retain gross debris, total suspended solids (TSS) and hydrocarbons(Fig.1). Contaminated stormwater runoff enters the inlet chute from a surface grate and/or inlet pipe. The inlet chute introduces flow into the chamber tangentially to create a low energy vortex flow regime (magenta arrow)that directs sediment into the sump while oils, floating trash and debris rise to the surface. Treated stormwater exits through a submerged outlet chute located opposite to the direction of the rotating flow(blue arrow). Enhanced vortex separation is provided by forcing the rotating flow within the vessel to follow the longest path possible rather than directly from inlet to outlet. 0igher flows bypass the treatment chamber to prevent turbulence and washout of captured pollutants.An internal bypass conveys infrequent peak flows directly to the outlet eliminating the need for, and expense of, external bypass control structures. A floatables draw off slot functions to convey floatables into the treatment chamber prior to bypass. Hydro International,94 Hutchins Drive,Portland,ME 04102 Tel:(207)756-6200 Fax:(207)756-6212 Stormwater Solutions Email:sto"watednquiry@hydro-int.com Web:www.hydro-int.com hydro-int.com/firstdefensehc First Defense° High Capacity Wing & Design 9 SIZING CALCULATOR FOR ENGINEERS This adaptable online treatment system works easily with large pipes, multiple inlet pipes, inlet grates and now, contains a high capacity bypass for the conveyance of large peak flows. Designed with site flexibility in mind, the First Defense®High Capacity allows engineers to maximize available site -- _ space without compromising treatment level. u • Variable inlet an les This simple online tool will recommend the best T �(�� separatror, model size and online/offline arrangement based on site-specific data entered by the user. Go to hydro-int.com/sizing to access the tool. r Fig 2.Works with multiple inlet pipes and grates ofspection and Maintenance Nobody maintains our systems better than we do. To ensure optimal, ongoing - device performance, be sure to recommend Hydro International as a preferred service and maintenance provider to your clients. Call 1 A : • r . to schedule an learninspection and cleanout or . at - . Table 1.First Defense®High Capacity Design Criteria. Fig 3.Maintenance is done with a vector truck •. First �- - - •ical TSS Treatment Stan _ . . eak Flow Rates 1 Minimum Distance High •_ Oil Storage 1 Sediment Distance from from Outlet DiameterModel • - •- Capacity Storage 1 Ou • Diameter' Certified Floor FNumber 110Pm Top of Rim' Sump D-311C 3/0.9 0.84/23.7 1.06/45.3 15/424 18/457 125/473 0.4/0.3 2.0-3.5/0.6-1.0 3.71/1.13 FDAHC 4/1.2 1.50/42.4 1.88/50.9 18/510 24/600 191 /723 0.7/0.5 2.3-3.9/0.7-1.2 4.97/1.5 FD-5HC 5/1.5 2.34/66.2 2.94/82.1 20/566 241600 300/1135 1.1/.84 2.5-4.510.7-1.3 5.19/1.5 FD-6HC 6/1.8 3.38/95.7 4.23/133.9 32/906 301750 496/1,878 1.611.2 3.0-5.110.9-1.6 5.97/1.8 FD-8HC 8/2.4 6.00/169.9 7.52/212.9 50/1,415 48/1219 1120/4239 2.8/2.1 3.0-6.0/0.9-1.8 7.40/2.2 tact Hydro International when larger pipe sizes are required. on tact Hydro International when custom sediment storage capacity is required. 'Minimum distance for models depends on pipe diameter. Hydro International,94 Hutchins Drive,Portland,ME 04102 Stormwater Solutions Tel:(207)756-6200 Fax:(207)756-6212 stdefensehc Email:stormwatednquiry@hydro-int.com Web:www.hydro-int.com hydro-int.com/firFDHCSS1703 FDHCSS1703 STANDARD #3 t RECHARGE VOLUME • STANDARD #3 • RECHARGE VOLUME (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 MERRILL ENGINEERS AND LAND SURVEYORS IJOB 15-189 BHCM 10 White St. Salem, MA REGISTERED PROFESSIONAL ENGINEERS JSHEET N0. 1 of 1 26 UNION STREET, PLYMOUTH, MA 02360 CALCULATED BY TAP TEL" 508 746-6060 CHECKED BY DK DAT 7/23/2017 Revised: Location: 15-189 BHCM 10 White St. Salem, MA Rechame Volumes(Standard#3)- Watershed 1 Total Impervious Area (Ac.)= 11,600.00 s.f. Total Impervious Area A Soil (Ac.)= 11,600.00 Roofs, Drives, and Sidewalk Total Impervious Area B Soil (Ac.)= Roofs, Drives, and Sidewalk Total Impervious Area C Soil (Ac.)= Area mapped as Urban-A-soils used to be conservative Vol. To Recharge Volume (inches per (Impervious Imp. Acre) Area) cft Recharge Volume (A soil) 0.6 580.00 Recharge Volume(B soil) Recharge Volume (C soil) Cft • Total Required Recharge Volume: 580 C.F. Recharge volume provided: 1 326 C.F. Provided by the roof top infiltration system. �,JytHOFy�o_o THOAVl9 A yc� POZERSKI fl No.48859 3TEp� Al � H w Qat IF � o � � • STANDARD #4 • A W TER QUALITY • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 MERRILL ENGINEERS AND LAND SURVEYORS JOB 115-189 BHCM 10 WHITE STREET SALEM, REGISTERED PROFESSIONAL ENGINEERS iSHEET N0. 1 of 1 26 UNION STREET, PLYMOUTH,MA. 02360 CALC'D BY TAP TEL_(508)746 6060"'"` CHKD BY DK I DATE: 7-23-17 Revised: WATERQUALITY VOLUME LSTANDARD#4 -Trib. To Was hinorton Street Location: 15-189 BHCM 10 WHITE STREET,SALEM, MA Impervious Area Roofs drives V1,600 S.F. Total Area: 11,600 S.F, Required Water 0.5 or 1.0 inch x Imp. Area(perS. Mgmt Policy) Quality Volume 1 inch x Imp. Area 967 cubic feet using: Provided by rooftop infiltration system 1,326 cubic feet • Infiltration System Storage calc's Washed stone Bed volume 85' L*15'W*2.34' D= 2983.5 CFT Minus pipe OD .6A2X3.14159X400' PIPE= 452.39 Bed less pipe 2531.11 Voids 40% 1012.44 Bed storage 1012.44 Bed storage USE 1012 Pi a Stora a .5"2*3.14159*400' PIPE 314.16 Pipe storage USE 314 Total Storan A, q�Ai- 1326. 1 (4 c7 04 E- Z ! xw uw q ¢ E F U � a a • ILLICIT • DISCHARGE STATEMENT • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 . errIIRA& Engineers and Land Surveyors July 23, 2017 Salem Conservation Commission CIO Ashely Green, Staff Planner City Hall Annex 120 Washington Street Department of Planning and Community Development Salem, MA. 01970 RE: Notice of Intent,Illicit Discharge Statement for BHCM Inc. 10 White Street, Salem, MA. 01970 Dear Ms. Green, The following statement is formally certifying by the applicant, there will be no illicit discharges from the project as required by the Department of Environmental Protections Stormwater Regulations as required under Standard 10. The applicantiproperty owner is formally verifying there will be no illicit discharges into the Stormwater Management System. This certification terminates upon the applicant receiving a Certificate of Compliance for the project. The responsible parties for implementing the long Term Pollution Prevention Pian are accountable to ensure no illicit discharges take place after the Certificate of Compliance is issued. Certified b . Noah F ahe ne ager BHCM Inc. 10 White Street, Salem, MA. 01970 ri_n IUiacs:nn/%J f.:ik: th id i:caA. Hdfilv]•,r5.G2:a2 i T•;. •.£ii C_.:O_OG/1"e. ('�i i)4 ,.:,;>,{,�1 � m F ' x IW • EXHIBITS (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 7/23/2017 BHCM 10 White Street,Salem,MA.7-23-17 BHCM 10 White Street, Salem, MA. 7-23-17 y� T Salem - K% - t 1�1�s 1`� 3+ +-,,. �°`�",`t:' �-< .��+ � �� a. � * �� * * s*��''�et♦ 9 :� 3w»aww � r�.w,» X81 �✓b,* • .. 6 http:/Imaps.massgis.stale.ma.ustlemp/OL_MORIS_pHnttl5008l5995.1125178148.htmi 1/1 M...Ousetts Cars,of Coasdl Zeno Management For planning purposes only.In Me event olconflid DeMeen 261 Causeway stmt,suit.800 Salem Harbor roar map and the accompanying wrinen description, Boston.MA 02118 CZM shall oame a vogues Gatlflcadon purtmart to Me s....o". Designated Port Area(DPA) Designated Port Area(DPA)regulations at 301 CMR 25.00. M 3 �• tea. -` ,� 'gy^ y J�•2;F� , 1 s g. <r •.a t ,i iPs 1r sA 'a v yq+ r r ti ® Point of Beginning / / Chapter 91 Presumptive Line O Assessor's Parcel /1 Baaem.p:Massclsls,000colmormelma9ery.2001. 0 2" 500 ora 1,00 Mapaa.diinds,tyetem:MOM Amended DNum o11982, Feet Massachusetts Stele Plane Coordinate System, /�/ Designated PortArea Boundary . .: Municipal Boundary N Mainland Zone(FIRS zone 2001),meted. Manor 2011 fit} 1i � •' r NERST Tom _"® $ x .. x:/' .�E � � ., �aq tats • a, .`. i `� $ : s � � w DERBY S I� � r -y` t,�}'��I N ^r`.r«/ y •° az; �i• � =?"a+ '' 'ta � f .,,� "—�' � �...� � r,W"P� � Y,�I"�' �� `sm +f Ij•-'�Y¢Y]�� '-�� a 7 t.-., t - e.• i�`•�h. F �. r w 'y,—�. f ry g,+�g� �g��'�b�a r'+: �r�•.�r f`FA4Y �y' tre•+'' y ,y ..{p 4�G� �.s c`1 f �` .'m`y fi ,.jr 14S �.i'�,- e.g+,. } z `n ,. r ''d5` t5 sax K .0 fir, >y - j .J • E ;� .y.''r > dy,, r�a�,�Ra� O�"�,..x}r��2� f x �I � .: f�, �_:� � s � '� � � ��. � � �• 1 f,5'ER`DY yam '. e y .+i `6., _ as. .' 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MAP REVISED TAEEi 5. 3m 9(m 4$ � Z ♦ _,, '-'p CEDnA. „_. mm !% ''WWa a ZONE AE � /tz " `Y �,m �z JULY 762011 E1"E%� -LEAvm �';��' p� FS�t ��""� (EL to) i. "�•v�'s-x� ' �, ��q>�r''��# ,r o I Fm.Fw ema.sA�.wm.s�aPlnlmo�r }' GYPRES9, �TPEET 5(PEET T S�'u. �� x"_] '.♦' � f �� } STREET♦1^;FPIPFiEl09 ,CHASE �y 1 ;�• fe'�„�� i '� � � �j¢��"` LYME�n t !ST EET 'F.t71 N f ♦ 't h � � ��T��s i S,RE ''Fm�«p ., 1 'I�9C" L .. r F' e a 3 ♦ a � i. + ) U L�ONSTALL��', '�: PI PARKWAY i ..epi. � a �HANCOC r'�a tRt TT '' T r : '• . � `e'.:Ine�u�Niro. �^in.�m...w�..v�m.�:w•K. GENEV i 96 'ji JpAFlACE1� GLOV�P E ♦ PmlF.m n'eFaa PanxEmo mem .w�mi....w�' Massachusetts Office or Coastal Zma Mmegement For planning purposes only.In the event OciaMet between 291 Causeway stmt,suite 800 Salem Harbor this map and ma accompanying wrinen description. fission,MA 03118 Designated Port Area DPA\ Desi CZM shall issue amen clarification pursuant to Me musAor/cmr g / gnated Purl gree eIDPAI regulations at 301 CMR 25.00. z addy R her, le I his a # ' 1 or i Mas aS S tr� E ® Point of Beginning /�/ Chapter 91•Presumptive Line O Assessor's Parcel gap mep:nate sy0m:No0Colorican alum of 2001. 0 zso sog 2so 1,000 Map coordinate system:North American Datum 011903, Fee[ Masao8use1s State Plane Coordinate System, Designated PortArea Boundary i .i' Municipal Boundary N Metal Zane IFIPS Eons 20011,meters. Mumh2011 0 0 0 d d Q � a 0 • SOILS DATA • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 Merrill Engineers-Land Surveyors FORM 11-SOIL EVALUATOR FORM 427 Columbia Rd.,Hanover,MA.02339 761-M-9200 26 Union St,Plymouth,MA. 02360 50e-746-6060 Project No. 15-189 Date: 4/28/17 Revision: Commonwealth of Massachusetts Salem , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Thomas A. Pozerski, P.E. Test Dates: 4/14/17 Performed By: Test Dates: Witnessed By: Testhole#: Witnessed By: Testhole#: FACILITY INFORMATION Site Location: Owner/Applicant Information Builder's lot#: Name: Brewer Hawthorne Cove Marina Street Address: 10 White Street Address: 10 White Strel Town,State,Zip: Salem, MA 01970 Town,State,Zip: Salem,MA 01970 Assessor's Map: Telephone no.: 978-740-9890 SITE INFORMATION Construction Type: New Construction: Repair:❑ UpgradeQXX Drainage Published Soil Survey Available: No:[] Yes:❑ Year Published: 2017 Publication Scale: Attached a.Soil Map Unit: 602A Drainage Class:No Info • b.Soil Map Unit: Drainage Class: Soil Name: a. Urban b. Soil Limitations: Not Available Surficial Geologic Report Available No:❑ Yes:E] Year Published: Publication Scale: Geological Material/map unit: Landform: Flood Insurance Rate Mao? Above 500 year flood boundary? No:❑ Yes:❑X Within a velocity zone? No:�X Yes:❑ Within 500 year flood boundary? No:❑X Yes:[] Within 100 year flood boundary? No:❑X Yes: Wetland Area: National Wetland Inventory Map: (map unit) n/a Name: Wetlands Conservancy Program Map: (map unit) n/a Name: Current Water Resource Conditions(USGS): (Month/year)April-2017 Range: Above Normal:EX Normal:[] Below Normal:] Other References Reviewed: • Comments: U10obn rAM MSoil Evaluation Form Merrill Engineers Land surveyors FORM 11-SOIL EVALUATOR FORM 427 Columbia Rd.,Hanover,MA.02336 26 Union St,Plymouth,MA.02360 • Project No.: 15-189 Date: 4/28/17 Revised: *Deep Hole# 17-01 - 17-04 Builder's lot#: Street Address: 10 White Street Town: Salem, MA 01970 Assessor's Map: DETERMINATION OF HIGH GROUNDWATER ELEVATION Method Used: Depth observed standing in observation hole: A: inches B: inches Depth weeping from side of observation hole: A: inches B: inches ❑X Depth to soil mottles: See Logs inches Ground water adjustment: inches Index Well Number. MA-WPW 76 Wenham Reading Date: 4/14/17 Index well level: 1.1' . Adjustment factor: None Adjustment groundwater level: _ DEPTH OF PERVIOUS MATERIAL Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes:E] No:] If yes, at what depth was it observed? Upper Boundary(inches): see logs Lower Boundary(inches): see logs CERTIFICATION I certify that I have passed the soil evaluator examination approved by the Department of Environtmental Protection and that the above analysis was performed by me conistent with the required training, expertise and experience described in 310 CMR 15.017. Signature of Soil Evaluator: G �( Date: April 28,2017 Typed or Printed Name of Soil Evaluator: Thomas A. Pozerski, P.E. Date of Soil Evaluator Exam: 4/14/17 Name of Board of Health Witness: N/A Drainge Board of Health: *If applicable,only deep hole with shallowest ESHGW listed. • Capy dSal Evaluation Foam - Merrill Engineers-Land Surveyors FORMS 11 AND 12 427 Columbia Rd.,Hanover,MA.02339 200 SOIL EVALUATOR FORM • 26 Union St., 26 Union St,Plymouth,MA. 02360 608 746.6060 ONSITE REVIEW DEEP HOLEM 17-01 DATE: 4114117 TIME: 10:30AM WEATHER:Sunny 65- SITE ADDRESS orMAP/LOT It. 10 White Street,Salem MA OWNER: Brewer Hawthome Cove Marina JOB NO.: 15189 LOCATION(Identify on Plan): See Attached Plan GROUND ELEVATION AT SURFACE OF HOLE:To be determined LAND USE: Manna SURFACE STONES: Yes:[--] No:F_ SLOPE(%): 0-1% VEGETATION: Commercial Lot LANDFORM: Filled Land DISTANCES FROM: OPEN WATER BODY: it PROPERTY UNE: 8 POSSIBLE WET AREA: it DRAINAGEWAY: it DRINKING WATER WELL: it OTHER: See Merril Plan Dated 4-27-17 DEEP OBSERVATION HOLE LOG Depth Soil Hurl Soil Texture (USDA) Soil Color Redoximorphic Other(Structure,Consistency,%Gravels,Stones, (Inches) Layer (Munsell) Features Boulders Fill 36' 84-106" C Loamy Sand 10YR 3/2 Silty Sand OX 10YR 5/8 Dep]10YR 812 Mottling 36" Damp 84"+ • PARENT MATERIAL: Urban Land Unsuitable Material Present? Yes:M No:❑ If Yes: Disturbed SciC❑ Fill Maft Impervious Layer(s):❑ Weathered/Fractured Rock:E] Bedrock:0 GROUNDWATER OBSERVED: Yes: No:n If Yes:What is the depth of Groundwater Standing in Hole: 96" Weeping from Face: 64" Saturating the Face: Motoing: 36" Estimated Depth to Seasonal High Ground Water: 36" PERCOLATION TEST Percolation Hole It. Percolation Hole* Test Date: Test Date: Depth of Pero: Depth of Pere: Start of Presoak: Stan of Presoak: End of Presoak: End of Presoak: Time @ 12": Time @ 17': Time @ 9": Time @ 9": Time Elapse:(17'-9") Time Elapse:(17'-9") Time AT 6Time AT 6": Time Elapse:(9"-6"): Time Elapse:(9"-6"): Rate:(mirdin.): Rate:(minfiin.): Test Passed/Failed/ Test Passed/Failed/Discerd Discord Add.Test Req'd: Add.Testing Req'd: Performed By: Thomas A Pozerski Witnessed By: WA Mach./Opec:Client Comments: An indication that the'Srte passed"indicates only that the basic criteria fora soil evaluation and percnladon fest under TrOe 5 have been met M the area tested. Further soil evaluations and design work are necessary to determine whethera septic system fora particular use,meeting the requirements of Tdle5 and applicable focal bylaws,will in fact be feasible on this site. An indication that the"site failed"indicates only that the area tested did not meet the minimum criteria(at the time of testing)fora successful snit evaluation and/orpercclation test in the area tested. Additional testing at anotherdepth or other • areas may result in passing results. File:Copy of Soil Evaluation Form Test Hole:TH 17-01 Merrill Engineers-Land Surveyors FORMS 11 AND 12 427 Columbia Rd.,Hanover,MA.02336• 781.826-0200 SOIL EVALUATOR FORM 26 Union St,Plymouth,MA. 02360 506-746.6060 ONSITE REVIEW DEEP HOLE#. 17-02 DATE: 4/14/17 TIME: 11:45AM WEATHER:Sunny 65' SITE ADDRESS or MAP/LOT#: 10 Wnite Street,Salem MA OWNER: Brewer Hawthonte Cove Marina JOB NO.: 15-189 LOCATION(Identify on Plan): See Attached Plan GROUND ELEVATION AT SURFACE OF HOLE:To be determined LAND USE: Manna SURFACE STONES: Yes:❑ No:t ^r SLOPE(%): 0-1% VEGETATION: Commercial Lot LANDFORM: Filled Land DISTANCES FROM: OPEN WATER BODY: it PROPERTY LINE:. it POSSIBLE WET AREA: 8 DRAINAGEWAY:_it DRINKING WATER WELL: -it OTHER: See Merrill Plan Dated 4-26-17 DEEP OBSERVATION HOLE LOG Depth Soil Hort Soil Color Redoximor hic Inches Soil Texture (//SDA) P Other(Structure,Consistency,%Gravels,Stones, (inches) Layer Y (Munsell) Features Boulders 0-60" Fill 60-96" C Silty Clay Loam 10YR 614 Mottling 30" Firm,Fine to Med.Sand with silty day 10%and stones. Ox.10YR 5/e Dept.10YR 6/2 • PARENT MATERIAL: Urban Land Unsuitable Material Present? Yes:❑X No: If Yes: Disturbed Soil:❑ Fill Mat'I:❑X Impervious Layer(s):❑ Weathered/Fractured Rock: Bedrock:❑ GROUNDWATER OBSERVED: Yes:❑ No:❑ If Yes:What is the depth of Groundwater. Standing in Hole: 60' Weeping from Face: 60" Saturating the Face: Mottling: 30" Estimated Depth to Seasonal High Ground Water: 30" PERCOLATION TEST Percolation Hole#: Percolation Hole#: Test Date: Test Date: Depth of Pero,' Depth of Perc: Stan of Presoak: Star of Presoak: End of Presoak: End of Presoak: Time @ 12":. Time @ 12: Time @ 9`. Time @ g"- Time Elepse:(17'-9") Time Elapse:(12"-9") Time AT 6". Time AT 6": Time Elapse:(9"-6"): Time Elapse:(9"-6"): Rate:(miMn.): Rate:(minfin.): Test Passed/Failedl Test Passed/Failed/Discont Discont Add.Test Req'd: Add.Testing Req'd: Pedomted By: Thomas A Paierski Witnessed By: NIA Mach./Oper.: Client Comments: An indication that the'site passed"indicates only that the basic cnterfe Bora soil evaluation and percolation test under Title 5 have been met in the area tested. Further soil evaluations and design work are necessary to determine whether a septic system for a particular use,meeting the requirements ofT#k5 and applicable local bylaws,will in fact be feasible on this site. An indication that the"site Pailed"indicates only that the area tested did not meet the minimum criteria(at the time of hls#ng)fora successful soil evaluation and/orperoolatlon test in the area tested. Additional testing at another depth or other • areas may result in passing newils. File:Copy of Soil Evaluation Form Test Hole:TH 17-02 Merrill Engineers.Land Surveyors FORMS 11 AND 12 427 Columbia Rd.,Hanover,MA.02339• 6A20D SOIL EVALUATOR FORM 26 Union 26 Union St,Plymouth,MA. 02360 508-746-6060 ONSITE REVIEW DEEP HOLE M 17-03 DATE: 4/14117 TIME: 12:15 PM WEATHER:Sunny 65' SITE ADDRESS or MAP/LOT#: 10 White Street,Salem MA OWNER: Brewer Hawthorne Cove Marina JOB NO.: 15-189 LOCATION(Identify on Plan): See Attached Plan GROUND ELEVATION AT SURFACE OF HOLE:To be determined LAND USE: Manna SURFACE STONES: Yes[--] NuM _ SLOPE(%): 0-1% VEGETATION: Commercial Lot LANDFORM: Filed Land DISTANCES FROM: OPEN WATER BODY: it PROPERTY UNE: it POSSIBLE WET AREA 0 DRAINAGEWAY:_it DRINKING WATER WELL it OTHER: See Merril Plan Dated 4-26-17 DEEP OBSERVATION HOLE LOG Depth Soli Horl Soil Texture (USDA) Soil Color Redoximorphic Other(SWaure,Consistency,%Gravels,Stones, (!=has) Layer (Munsell) Features Boulders 0-28" Fill 28"-110" C Sandy Loam 10yr 3/1 —Well ing 28" Fine Silty Sand with Sift Ox.t OYR 5/8 Depl.10YR 6/1 f • PARENT MATERIAL: Urban Land Unsuitable Material Present] Yes:❑X No:[:] If Yes: Disturbed Solt❑ Fill Marl:EX Impervious Layer(s):13 Wealhered/Fmctured Rock: Bedrock:El GROUNDWATER OBSERVED: Yes:❑ No:n If Yes:What Is the depth of Groundwater. Standing in Hole: 60' Weeping from Face: 60" Saturating the Face: Mottling: 28" Estimated Depth to Seasonal High Ground Water: 28" PERCOLATION TEST Pelmlation dote#: Percolation Hole* Test Date: Test Date: Depth of Pen;: Depth of Pera Start of Presoak: Start of Presoak: End of Presoak: End of Presoak: Time @ 12 Time @ 12": Time @ 91S Time @ 9": Time Elapse:(12"-9' Time Elapw:(12"-9') Time AT 6": Time AT 6": Time Elapse:(9'-W): Time Elapse:(9"-6"): Rate:(miwinj: Rate:(minim): Test.Passed/Fal ed/ Test Passed/Failed/Discont DisconlAdd.Test Req'd: Add.Testing Req'd: Performed By. Thomas A Pourski Witnessed By WA Mach./Opec;Client Comments: An indication that the-site passed"indreates only that the basiccrtteda fora soil evaluation and percolation test under Tide 5 have been met in the area rested. Fudherwil evaluations and design work are necessary to determine whether a septic system for a particular use,.meeting the requirements of Tit/e5 and applicable local bylaws,will in,fact be feasible on this site. An indication that the"site failed indicates only that the area tested did not meet the minimum criteria(at the time of testing)fora successful soil evaluation and/apercolation test in the area tested. Additional testing at another depth or other • areas may rew#in passing results. File:Copy of Soil Evaluation Form Test Hole:TH 17-03 Merrill Engineers-Land Surveyors FORMS 11 AND 12 427 Columbia Rd.,Hanover,MA.02339 • 761.626-9290 SOIL EVALUATOR FORM 26 Union SL,Plymouth,MA 02360 508.7466060 ONSITE REVIEW DEEP HOLE#: 17-04 DATE: 4114117 TIME: 1:OOAM WEATHER Sunny 65' SITE ADDRESS or MAPILOT#: 10 White Street Salem MA OWNER: Brewer Hawthorne Cove Manna JOB NO.: 15-189 LOCATION(Identify on Plan): See Attached Plan GROUND ELEVATION AT SURFACE OF HOLE:To be determined LAND USE: Marina SURFACE STONES: Yes❑ No:�_ SLOPE(%): 0-1% VEGETATION: Commercial Lot LANDFORM: Filled Land DISTANCES FROM: OPEN WATER BODY: it PROPERTY LINE: it POSSIBLE WET AREA: It DRAINAGEWAY:_it DRINKING WATER WELL B OTHER: See Merrill Plan Dated 4.26.17 DEEP OBSERVATION HOLE LOG Depth Sol]Hor.l Soil Texture (USDA) Soft Color Redoximorphic Other(Structure,Consistency,%Gravels,Stones, (inches) Layer (Munsell) Features Boulders 0-84" Fill Fill with building material and foreign material 84-129" C Loamy Sand 10YR 312 None Water 60" • PARENT MATERIAL: Urban Land Unsuitable Material Present? Yes:❑K No:E] If Yes: Disturbed Sod:r] Fi6Mafl:❑ Impervious Layer(s):E] Weathered/Fractured Rock:El Bedrock:❑ GROUNDWATER OBSERVED: Yes:E] No:F1 If Yes:What is the depth of Groundwater. Standing in Hole:60" Weeping from Face: 60" Saturating the Face: Mottling: Estimated Depth to Seasonal High Ground Water: 60" PERCOLATION TEST Percolation Hole#: Percolation Hole#: Test Date: Test Date: Depth of Perc: Depth of Perc: Start of Presoak: Start of Presoak: End of Presoak: End of Presoak Time Q 17': Time @ 12": Time @ g": Time Q 9": Time Elapse:(12"-9') Time Elapse:(12"-9") Time AT W: Time AT 6": - Time Elapse:(e"-6"): Time Elapse:(9"-6"y Rate:(minfin.): Rate:(minfin.): Test Passed/Failedl Test Passed/Failed(Discon/ DiscoN Add.Test Req'd: Add.Testing Req'd: Performed By. Thomas A Pmerski Witnessed By: NIA Mach./Oper.:Client Comments: An indication that the'site passed"indicates only that the basic criteria lora soil evaluation and pemolation test under Title 5 have been met in the area tested. Further sod evaluations and design work are necessary to determine whethera septic syslem/ora particular use,meeting the requirements of T#1e5 and applicable twat bylaws,will in fact be feasible on this site. An indication that the site Called"indicates only that the area tested did not meet the minimum cntena(at the time of testing)for a successful soil evaluation and/or percolation test in the area tested. Additional testing at anotherdepth orother • areas may result In passing results. Ffle:Copy of Soil Evaluation Form Test Hole:TH 17.04 Merrill Englneers-Land surveyors 427 Columbia Rd.,Hanover,MA.02339 • 781.826-9200 26 Union St,Plymouth,MA. 02360 608-746.6060 Project No.: 15189 Date: 4/28/17 Revised: PROBABLE HIGH GROUNDWATER LEVELS IN MASSACHUSETTS FACILITY INFORMATION Site Location: Owner/Applicant Information- Builders lot#: Name: Brewer Hawthome Cove Marina Street Address: 10 White Street Address: 10 White Stret Town,State,Zip: Salem, MA 01970 Town,State,Zip: Salem,MA 01970 Assessors Map: Telephone no.: 978-740-9890 REFERENCE: Probable High Groundwater Levels in Massachusetts U.S. Geological Survey Water Resource and Investigation Open File Report FIELD DATA: Date of Test/Reading: Use Test Area: Use Mottling Ground Elevation= • Depth of Water= ft. Observed Water Table Elev= REFERENCE WELL DATA: Reference Well: D4W 79 Duxbury Data Category: Real-Time Data for USGS(Refer to attachments) Topographic setting: Valley Lithology: Sand Date of Reading: FORMULA: Sh=Sc-[(Sr/Owr)(OWc-O Wmax)] Where: Sc= ft. Measured depth to water at site Owc= 8.65 ft. Measured depth to water in observation well Owmax= 6.10 ft. Depth to recorded maximum water level in observation well Sr= 4.20 ft. Range in water level at site(see charts)USE:5%Exceedence Owr= 4.04 ft. Recorded upper limit of annual range at observation well Adjustment= 2.65 ft. Sh= -2.651 ft. Estimated depth to probable high water level at the site E.S.H.G.W= 2.65 MSL (Adjusted-Assumed): NOT APPLICABLE USE MOTTLING • File:Copy of Soil Evaluation Form Test Hole:Frimpter 08-1 Map Unit Description: Urban land---Essex County,Massachusetts,Southern Part BHCM 10 While Street,Salem,MA • Essex County, Massachusetts, Southern Part 602—Urban land Map Unit Setting National map unit symbol. vkjv Frost-free period: 145 to 175 days Farmland classification: Not prime farmland Map Unit Composition Urban land. 80 percent Minor components. 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Urban Land Setting Parent material. Excavated,filled, and made land Minor Components Udorthents • Percent of map unit: 7 percent Hydric soil rating: No Hollis Percent of map unit. 5 percent Whitman Percent of map unit. 3 percent Landform: Depressions Hydric soil rating: Yes Freetown Percent of map unit. 1 percent Landform: Bogs Hydric soil rating: Yes Maybid Percent of map unit. 1 percent Landform: Depressions Hydric soil rating: Yes Scarboro Percent of map unit: 1 percent Landform: Terraces Hydric soil rating: Yes Swansea Percent of map unit 1 percent Landform: Bogs • Hydric soil rating: Yes USDA Natural Resources Web Soil Survey 6/24/2017 Conservation Service National Cooperative Soil Survey Page 1 ort You created this PDF from an application that is not licensed to print to novaPDF printer(hftp://www.novapdf.com) Map Unit Description: Urban land---Essex County,Massachusetts,Southern Part BHCM 10 White Street, Salem,MA • Whately variant Percent of map unit. 1 percent Landform: Glacial lakes(relict) Hydric soil rating: Yes Data Source Information Soil Survey Area: Essex County, Massachusetts, Southern Part Survey Area Data: Version 13, Sep 14,2016 • usDA Natural Resources Web Soil Survey 6/24/2017 Conservation Service National Cooperative Soil Survey - Page 2 of 2 You created this PDF from an application that is not licensed to print to novaPDF printer(http://www.novapdf.com) /{ � �� *"' "^' '�� ^s 4�I .Y�r R`�4e��'>•�♦ ,lit C /��,,[bO�l� f //��'`'� 5 �(,,t` 5 !j'; r If kop 0 ;� �{,zvitj`lS ,�.• � '� fi I✓9 Jam; � f _ �.. y':'.„ Sax� , $i �®ISI✓ d r •_ - n: n: Soil Map—Essex County,Massachusetts,Southern Part (BHCM 10 White Street,Salem,MA) MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at E] Area of Interest(AOI) Stony Spot 1:15,800. Soils Very Stony Spot Warning:Soil Map may not be valid at this scale. Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause ry Soil Map Unit Lines q misunderstanding of the detail of mapping and accuracy of soil Other line placement.The maps do not show the small areas of 0 Solt Map Unit Points Special Line Features contrasting soils that could have been shown at a more detailed Special Point Features scale. V Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pd measurements. Transportation Clay Spot Rails Source of Map: Natural Resources Conservation Service 0 Closed Depression Web Soil Survey URL: ry Interstate Highways Coordinate System: Web Mercator(EPSG:3857) Gravel Pit ny US Routes Maps from the Web Soil Survey are based on the Web Mercator • Gravely Spot eav Major Roads projection,which preserves direction and shape but distorts •• distance and area.A projection that preserves area,such as the Landfilldistance Roads Albers equal-area conic projection,should be used if more Lava Flow Background accurate calculations of distance or area are required. icy Marsh or swamp ® Aerial Photography This product Is generated from the USDA-NRCS certified data as of the version date(s)listed below. Mine or Quarry Soil Survey Area: Essex County,Massachusetts,Southern Part Miscellaneous Water Survey Area Data: Version 13,Sep 14,2016 0 Perennial Water Soil map units are labeled(as space allows)for map scales q64 Rock Outcrop 1:50,000 or larger. + Saline Spot Date(s)aerial images were photographed: Aug 10,2014—Sep 19,2014 • Sandy Spot • The orthophoto or other base map on which the soil lines were .gp Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.Asa result,some minor Sinkhole shifting of map unit boundaries may be evident. . Slide or Slip Sodic Spot AftQA Natural Resources wiftli Survey17 Rnncnrvafinn Anr riru Na}inrnl r }ivc QMAiirvuv PaWf 3 You created this PDF from an application that is not licensed to print to novaPDF printer(httpl/wwW.novapdf.com) Soil Map—Essex County,Massachusetts,Southern Part BHCM 10 White Sheet,Salem,MA Map Unit Legend Essex County,Massachusetts;Southern Part(MA600( / Map UnO Symbol Map Unit:Na. '" Acres In AOI Pereentoi 602 Urban lane 38.5 62.3% 607 Water,saline 0.2 0.2% Totals for Area of Interest 61.8 100.0% mm Natural Resources Web Soil Survey 6/24/2017 • �1@111 ConmenrnOon Servke National Wt"Soil Survey Page 3 of3 • You created this PDF from an application that is not licensed to print to novaPDF printer(http://www.novapdf.com) Map Unit Description: Urban land--Essex County,Massachusetts,Southern Part BHCM 10 White Street,Salem,MA • Essex County, Massachusetts, Southern Part 602—Urban land Map Unit Setting National map unit symbol: vkjv Frost-free period: 145 to 175 days Farmland classification: Not prime farmland Map Unit Composition Urban land: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Urban Land Setting Parent material., Excavated,filled, and made land Minor Components Udorthents • Percent of map unit. 7 percent Hydric soil rating. No Hollis Percent of map unit. 5 percent Whitman Percent of map unit. 3 percent Landform: Depressions Hydric soil rating. Yes Freetown Percent of map unit. 1 percent Landform: Bogs Hydric soil rating. Yes Maybid Percent of map unit. 1 percent Landform: Depressions Hydric soil rating., Yes Scarboro Percent of map unit: 1 percent Landform: Terraces Hydric soil rafing: Yes Swansea Percent of map unit 1 percent Landform: Bogs Hydric soil rating. Yes USDA Natural Resources Web Soil Survey 6/24/2017 Conservation Service National Cooperative Soil Survey Page 1 of 2 You created this PDF from an application that is not licensed to print to novaPDF printer(http://www.novapdf.com) Map Unit Description: Urban land--Essex County,Massachusetts,Southern Part BHCM 10 White Street, Salem,MA • Whately variant Percent of map unit: 1 percent Landform: Glacial lakes (relict) Hydric soil rating: Yes Data Source Information Soil Survey Area: Essex County, Massachusetts, Southern Part Survey Area Data: Version 13, Sep 14, 2016 USDA Natural Resources Web Soil Survey 6/24/2017 Conservation Service National Cooperative Soil Survey Page 2 of 2 You created this PDF from an application that is not licensed to print to novaPDF printer(http://www.novapdf.com) z 0 F 'Iz � a Q E- Cl) U) z 0 li U • DURING • CONSTRUCTION swppp H FIs � S tronas a ` aozeMMKl ., c'V" y No.48859 • (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com!(781)826-9200/427 Columbia Road. Hanover,MA 02339 During Construction Stormwater Pollution Prevention Plan (SWPPP) Brewer Hawthorne Cove Marina Inc. (BHCM) 10 White Street Salem, MA. 01970 July 24, 2017 Owner: BHCM Inc. C/O Noah Flaherty, General Manager 10 White Street, Salem,MA. 01970 978-740-9890 nflaherty@shmarinas.com Project Start Date: Project Completion Date: Source of Funding: Operation and Maintenance of this stormwater management system will be the responsibility of the property owner to include its successor and/or assigns, as the same may appear on record with the appropriate register of deeds. Introduction: Scope of Work: The general scope of work for the project consists of site work associated a new proposed Marina Building, stormwater improvements and utility upgrades. Sequence of Construction Activities: • Stake erosion control measures and limit of work. • Preconstruction meeting with project team and regulators. Review SWPPP for implementation. • Install and certify erosion control measures and deploy Dirtbags • Prep operations, dig-safe and stage materials. • Install foundation. • Install drainage and utilities. • Finished grade parking, side slopes stabilization as needed. • Stabilize disturbed areas. • Pave roadways and sidewalks. • Ensure stormwater management system receives no discharges until area is paved and areas are permanently stabilized • Complete lot construction. • Finalize lot stabilization and site planting. • Site As-Builts, inspections and project close out. • What is the function of the construction activity? ❑ Residential ❑ Commercial ® Industrial ❑ Road Construction ❑ Linear Utility ❑ Other(please specify): Description of unique features that are to be preserved: Describe measures to protect these features: Receiving Waters: Description of receiving waters: Salem Harbor Description of storm sewer systems: Municipal and on-site stormwater system, water quality structures, infiltration area and outlet control device. Description of impaired waters or waters subject to TMDLs: Bacteria Impaired- Illicit Discharges. No TMDL identified in DEP- EPA, Region I Final Pathogen TMDL for North Coastal Watershed, dated March 2012. • Site Features and Sensitive Areas to be Protected: Coastal Bank. Potential Sources of Pollution: Potential sources of sediment to stormwater runoff: Paved areas. Potential pollutants and sources, other than sediment, to stormwater runoff. Trade Name Material Stormwater Pollutants Location Pavement Sediment,Hydrocarbons Street drainage Gravel Parking Lot-Utility Work Sediment Site Endangered Species Certification: Are endangered or threatened species and critical habitats on or near the project area? ❑ Yes ®No Describe how this determination was made: MA-GIS-Natural Heritage and Endangered Species Mapping • Section 1: Construction Period Controls and erosion control measures: 1.0 Stormwater Management Controls Any activities and processes that result either in the generation of storm water or the potential to add pollutants to run-off are subject to the requirements of this document. This includes all areas of land disturbed either through grading, excavating, and construction or material storage areas. Water that comes in contact with the surface of the project site as a result of precipitation(snow, hail,rain, etc.)is considered as storm water associated with construction activity. Construction activities identified and mitigated are: Construction Site Entrance—Vehicles leaving the site can tract soil onto public roadways. Grading Operations—Exposed soils have the potential for erosion and discharge of sediment to off-site areas. Fugitive Dust—Dust generated by construction vehicles can be deposited in wetlands and waterways. Foundation/Duct Bank Construction—Excavating for foundations create soil stockpiles with the potential for erosion. • Construction Vehicles—Refueling of vehicles may spill or drip gasoline and diesel fuel onto the ground. On-site maintenance of excavating equipment may drip hydraulic oil, lubricants and antifreeze onto the ground. Concrete truck washout is prohibited on site. 2.0 Erosion and Sediment Controls Construction projects include Best Management Practices (BMPs)to control erosion and sedimentation. The contractor shall be solely responsible for setting up erosion and sedimentation control prior to construction. The contractor will utilize a system of operations and all necessary erosion and sedimentation control measures,even if not specified herein or elsewhere,to minimize erosion damage at the site. The following information explains how potentially polluted discharges will be controlled,filtered, and on site. Erosion and sediment controls have been incorporated in the design of the site with the objective rP � J of retaining sediment on site, filtering and reducing stormwater discharge and undisturbed area. A combination of stabilization and structural practices is included to meet the objective, as described in detail below.The following is a list of common temporary and permanent structural erosion control devices, which will be applied: Temporary: silt sock perimeter control at drain outlets and downgradient coastal wetland areas, stockpile haybale perimeter control storm drain inlet protection(haybale and washed stone wedges),Dirtbags with erosion control for dewatering operations(if needed) Permanent: stabilization of all disturbed areas • (Rip rap, paved parking areas or aprons, stoning rolling and compacting the disturbed areas) L • Throughout the development project, silt socks will be installed to prevent sedimentation from disturbed areas. The silt socks and other erosion and sedimentation control devices, as depicted in the Site Plans, must be installed prior to a land disturbance on the project site. The controls will be inspected on a regular basis(weekly)and an adequate supply of erosion control materials such as haybales, silt socks,washed stone and Dirtbags will be appropriately stored onsite in the instance immediate repairs are required.Existing and proposed catch basins and storm drain inlets will be protected from additional sedimentation via filter fabric inserts in the grates, or perimeter haybales placed around the inlet with washed stone wedges. The temporary measures will not be removed until permanent stabilization has occurred. A 50 ft long gravel construction entry pad will be installed to reduce any off site tracking. Drive sweeping will also be utilized in an effort to reduce pollutants in the stormwater. The stone will be replaced with clean stone when dirt is tracked onto the adjacent roadways. 3.0 Stabilization Measures Stabilization of surfaces includes the placement of pavement, stones, and building structures.Any remaining disturbed areas following construction will have a new layer of compacted gravel placed in the parking areas. The revetment will replaced with 2-4 ton stones and hand stones no smaller than 8"to stabilize the new bank. Areas that have been completed or that will not be worked on for more than 14 days should be stabilized with backfilling and stoning slopes or placing gravel in the parking lot and compacting to finished grade as soon as possible but not more than 14 days after the last construction activity. Surfaces that are disturbed by ongoing construction activities or erosion processes shall be . stabilized as soon as possible with revetment repairs or new gravel being placed in the parking lot, fully rolled and compacted to finished grade. Temporary stabilization work will be performed on areas that are left bare for more than 14 days but will be under construction sometime in the future. Soil stockpiles stored for twenty-four(24) hours or longer will be provided with any necessary erosion control to prevent erosion and sedimentation, including installation of haybales or silt socks as shown on the Plans. 4.0 Solid Waste Waste disposal receptacles and trailers will be used for the disposal of construction debris, which will be removed from site according to state, local and federal guidelines. Construction debris will include pavement, utility,earth and building materials,which cannot be reused. The receptacles will be located on-site, covered, and placed well away from the catch basins as possible. All machinery will be operated and maintained so as to limit impacts to the drainage system by avoiding leakage of fuel. Portable sanitary units will be placed on-site during construction and will be serviced regularly. 5.0 Dust Control To avoid sediment tracking and/or fugitive dust from leaving the site, a variety of mitigation measures are employed.As needed, a stone entrance for construction vehicles shall be established. Also, as necessary, water trucks shall be used to wet dry,dusty soil if it becomes an issue. Street sweeping shall be performed as needed to reduce the build-up of dust and sediment on roadways and parking areas. • Project related wheel washes are not anticipated. Should wheel washing be required,the contractor shall provide them as directed by the Owner. • Sediment traps: If temporary sediment traps are needed for dewatering purposes Dirtbags will be used with washed stone check dams and haybales around the perimeter. The dirt will not be located within 50 ft. of abutting properties or coastal resource areas. 6.0 Material Storage Material storage yards must be managed appropriately. It is anticipated that all storage of materials will occur on site. The storage area will also include supplies of additional erosion control materials such as haybales. Hazardous materials necessary for construction will be stored in water tight containers or storage buildings in accordance with state and local regulations and that the manufacturer's recommendations,with appropriately sized spill kits on hand. The storage site will be inspected for signs of leakage or unsafe storage and transfer practices. 7.0 Requirements of Routine Inspection and Maintenance of Stormwater BMPs Inspections Maintenance of existing and proposed best management practices(BMPs)to address storm water management facilities during construction is an on-going process. The owner's appointed representative is responsible for performing regular inspections of erosion controls and ordering repairs as necessary. The inspections will observe all sources of storm water or non-storm water discharges, erosion or siltation off site is not permitted. The inspector should also be concerned with the condition of all implemented BMPs and how well they are controlling or filtering run- off. The inspection will also recommend whether corrective actions to established BMPs are • required or whether additional BMPs are necessary to prevent storm water contamination based on field conditions. Status of slopes, stockpiles, or other disturbed surfaces during construction should also be noted, including whether an area is experiencing erosion or reaching stabilization. The inspector is responsible not only for the inspection of the condition of the construction site, but all material storage areas as well. Storage areas should be checked for leakage, unsafe storage,and for the presence of adequate spill kit materials. Inspectors must be aware of practices on site,which may lead to additional potential pollutants in discharges, such as locating dumpsters or stockpiles or refueling equipment near direct flow of storm water. Maintenance of existing and proposed best management practices(BMPs)to address storm water management facilities during construction is an on-going process. Build-up of sediment must be cleared away and old materials replaced so that the controls are working to capacity. Silt must not be allowed to accumulate more than halfway up the height of the hay bales or silt socks. Inspections will be performed by qualified personnel on a weekly basis. The inspections must be documented on the inspection form provided and completed forms will be provided to the on-site supervisor and maintained at the Owner's office during the entire construction. Each inspection report will summarize the scope of the inspection,name(s), signature and date qualified person making the inspection, and major observations relating to the implementation of the Construction Period Pollution Prevention and Erosion and Sedimentation Controls. The contractor will store an adequate supply of erosion control measures on site in a protected area to • allow for replacement of deteriorated haybales or silt fence. . 8.0 Spill Prevention Contractor is informed that updates to this Plan may occur and that he/she shall comply with the latest edition,which is maintained on-site at the construction field office. The Contractor shall become familiar with this document and perform his/her work in strict conformance with this plan. Refueling and Vehicle Lubrication Vehicles requiring refueling or lubrication shall be brought to a portion of the site away from property boundaries environmentally sensitive areas(such as storm drains, culverts, etc.). The operator shall take precautions to ensure that drips spills or seeps do not enter the ground. The use of absorbent towels beneath the fuel tank is recommended. • • • SPILL PREVENTION Material Management Practices The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to storm water runoff. Good Housekeeping: The following good housekeeping practices will be followed onsite during the construction project: • An effort will be made to store only enough product required to do the job. • All materials stored onsite will be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. • Products will be kept in their original containers with the original manufacturer's label. • Substances will not be mixed with one another unless recommended by the manufacturer. • Whenever possible, all of a product will be used up before disposing of the container. • • Manufacturer's recommendations for proper use and disposal will be followed. • The site superintendent will inspect daily to ensure proper use and disposal of materials onsite. • All products will be closed or sealed when not being used. Hazardous Materials: These practices are used to reduce the risks associated with hazardous materials. • Products will be kept in original containers unless they are not reseal- able. • Original labels and material safety data sheet will remain on the stored material. • All hazardous materials will be disposed of in accordance with local, state and federal regulations. Product Specific Practices: The following product specific practices will be followed onsite: Petroleum Products All onsite vehicles will be monitored for leaks and receive daily preventative maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled. Any asphalt substances used onsite will be applied according to the • manufacturer's recommendations. • Fertilizers Fertilizers use is not applicable. Paints All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer system but will be properly disposed of according to manufacturers' instructions or State and local regulations. Concrete Trucks Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash water on the site. Spill Control Practices In addition to the good housekeeping and material management practices discussed in the previous sections of this plan,the following practices will be followed for spill prevention and cleanup: • Manufacturers' recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. • Materials and equipment necessary for spill cleanup will be kept in the material storage area onsite. Equipment and materials will include but • not be limited to bales of absorbent pads, bags of loose inorganic non- floating universal absorbent, boxes of medium 6 mil. Poly bags and ties, 23' x 24' x 12 mil poly.tarp, pair of heavy duty neoprene or vinyl gloves, rolls of heavy nylon twine, long handle shovel square point,pair of chemical goggles,pair of rubber over-shoe boots,first aid kit, fire extinguisher, speed dry, 55 gallon drums with covers, etc. • All spills will be cleaned up immediately after discovery. • The spill area will be kept well ventilated and personnel will wear appropriate Sate or local government agency, regardless of the size. • The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring and how to clean up the spill if there is another one. A description of the spill, what cause it, and the cleanup measures will also be included. • • Section 2: Minimize Disturbed Areas-Protect Natural Features and Soil The limit of construction will be staked and erosion control measures will be set prior to construction to minimize site disturbance. 2.2 Phase Construction Activity • Phase I • Stake limit of work ■ Install erosion control ■ Certify erosion control measures • Phase II • Tree cutting • Stump removal and grubbing • Filling and rough grading • Phase III • Finish grading ■ Paving and sidewalks • Loaming,seeding and landscaping • Phase IV • As-Builts ■ Final inspections • Certificates ■ Project closeout 2.3 Control Stormwater Flowing onto and through the Project BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff: BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff: • • BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff: BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff: 2.4 Stabilize Soils BMP Description: ❑Permanent ❑ Temporary Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: ❑Permanent Temporary Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: ❑Permanent ❑ Temporary Installation Schedule: Maintenance and Inspection: Responsible Staff.• • • BMP Description: ❑Permanent ❑ Temporary Installation Schedule: Maintenance and Inspection: Responsible Staff.• 2.5 Protect Slopes BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: • Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• 2.6 Protect Storm Drain Inlets BMP Description: Installation Schedule: Maintenance and Inspection: • Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- 2.7 Establish Perimeter Controls and Sediment Barriers BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• • BMPDescription: Installation Schedule: Maintenance and Inspection: Responsible Staff.• 2.8 ' Retain Sediment On-Site—Dirt Bags-Removed whenfill BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. BMP Description: Installation Schedule: Maintenance and Inspection: • Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. 2.9 Establish Stabilized Construction Exits-Refer to attached plans BMP Description: Installation Schedule: Maintenance and • Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- • 2.10 Additional BMPs BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. r • BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• • • Section 3: Good Housekeeping BMP's: 3.1 Material Handling and Waste Management BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: • Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- _3.2 Establish Proper Building Material Staging Areas BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: r • Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• 3.3 Designate Washout Areas-Prohibited within 100'of Wetland Resource Areas BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: • Installation Schedule: Maintenance and Inspection: Responsible Staff.- BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• • 3.4 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices-Maintenance above operator level-Prohibited on site-No fueling within 50'of Wetland Resource Areas. BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: • Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff. 3.5 Control Equipment/Vehicle Washing- 100'away from Wetland Resource Areas BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• • BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• BMP Description: Installation Schedule: Maintenance and Inspection: Responsible Staff.• ' a a I � • swppp 3 THOMASA. y P02EfIERSK1 CIVIL q No.48M (508)746-6060/26 Union Street,Plymouth,MA 02360 merrillinc.com/(781)826-9200/427 Columbia Road, Hanover,MA 02339 Mere Engineers and Land Surveyors Stormwater Pollution Prevention Plan For Industrial Activities for Brewer Brewer Hawthorne Cove Marina 10 White Street, Salem MA 01970 Prepared For: Brewer Hawthorne Cove Marina c/o Noah Flaherty,General . Manager 10 White Street, Salem, MA. 01970 Prepared by: Merrill Engineers and Land Surveyors 427 Columbia Road Hanover, MIA 02339 26 Union Street Plymouth, MA 02360 Date Prepared: 9/1/2015 Date Revised: 11/17/2015 merrillinc.coml 427 Columbia Road, Hanover MA 02339!Tel: (781)826-92601 Fax:(781) 826-6666 26 Union Street; Plymouth,MA 0236WTel:(608)746.6060 TABLE OF CONTENTS SECTION PAGE A. Introduction .......................................................................................................4 B. Stormwater Pollution Prevention Team....................................................................5 C. Site Description..............................................................................................................6 D. Summary of Potential Pollutant Sources....................................................................6 E. Description of Control Measures to Meet Technology-Based and Water Quality- Based Effluent Limits ...............................................................7 F. Schedules and Procedures........................................................................................10 Goodhouskeeping...........................................................................................10 Maintenance...................................................................................................10 Spill Prevention and Response Procedures ..................................................10 Erosion and Sediment Controls .........................................................................11 EmployeeTraining................................................................................................11 Routine Facility Inspections................................................................................12 Quarterly Visual Assessment of Stormwater Discharges............................12 G. Monitoring...........................................................................................................................14 H. StormwaterManagement System...................................................................................16 1. Documentation to Support Eligibility Considerations.................................................16 J. Additional Documentation...............................................................................................17 K. Emergency/Spill Response Plan.....................................................................................18 ATTACHMENTS: 1. 2015 NPDES-MSGP-ENOI Brewer Hawthorne Cove Marina 2. SWPPP Exhibit Plan 3. SWPPP Training Log 4. SWPPP Monthly Inspection Log 5. SWPPP Quarterly Monitoring Log-Assessment 6. NPDES Form 6100-28 Annual Report Form 7. NPDES Form-Notice of Termination 8. NPDES Form 6100-29 Discharge Monitoring Report 9. MSGP Summary of Report 10.MASS-GIS Locus NHESP Data 11.Federal Listed Endangered and Threatened Species 12.FIRM MAP 13.MSDS & List of Chemicals and Cleaners 14.State Historic Office Correspondence 15.EPA Water Quality Assessment-Salem Harbor 2 ATTACHMENTS (Continued) 16. Miscellaneous Inspection Form A. Leaks B. Maintenance C. Routine Inspection D. Deviations from assessment or monitoring schedules E. Benchmark Exceeding F. Imparied Water Monitoring G. Active/Inactive Status Changing H. Miscellaneous Documentation for Compliance 1. SWPPP Amendment Log 17. Monitoring Results i 3 A. Introduction: The Stormwater Pollution Prevention Plan (SWPPP) was prepared for the Brewer Hawthorne Cove Marina in Salem, MA. The SWPP was prepared as a part of the Marina's Application for authorization to discharge under the National Pollution Discharge Elimination System (NPDES) 2015 Multi Sector General Permit (MSGP) for Stormwater Discharges Associated with an Industrial Activity. The SWPPP was developed in accordance with the requirements of the 2015 MSGP. All Marina activities will fully comply with United States Environmental Protection Agency (EPA) National Pollution Discharge Elimination System (NPDES) Multi-Sector General Permit (MSGP) for Stormwater Discharges Associated with an Industrial Activity, in effect as of June 4, 2015. Merrill Corporation (MC) conducted a site evaluation of Hawthorne Cove Marina, Inc. for compliance with the NPDES Stormwater,. Multi-sector General Permit for Industrial Activities. Brewer Hawthorne Cover Marina is subject to the MSGP. The Marina is required to develop a Stormwater Pollution Prevention Plan (SWPPP) and to implement and update that plan in accordance with the permit. Brewer Hawthorne Cover Marina has prepared a Notice of Intent (NOI). The NOI has been submitted to: Director of the NPDES Permitting Program Storm Water Notice of Intent(4203 US EPA 1200Pennsylvania Avenue NW Washington, DC 20460 A copy of the NOI for Brewer Hawthorne Cove Marina has been filed in Attachment 1 of this document. • 4 P Y B. Stormwater Pollution Prevention Team: The following presents a tabulation of the the stormwater pollution prevention team and their ! areas of responsibility: Name Position Responsibility Noah Flaherty General Manager Overall management of the marina, SWPPP Phone:978-74 0 Implementation,monitoring,training, inspections, Signatur Date: / ,tr/S records keeping, sampling,testing,spill prevention-response and supervision. Rebecca Bennett Responsible for sampling and testing Phone:978-740-9890 environmental and work place safety requirements and regulations. Alternate primary contact for SWPPP. Benjamin Kopp Field Technical Supervisor of boat launching, Phone:978470-9890 Berths, Boat Washing and painting,assists in SWPPP Implementation:Assumes responsibility when Leader is not on site. Implement the • preventive maintenance program;oversee good housekeeping activities;serves as spill response coordinator. Conduct/assist with inspections and training program;conduct and document quarterly visual sampling and comprehensive quarterly inspections. Assist in SWPPP implementation. Dave Tanzer Lead Service Technician Mechanical and Service Activities,assists in field Phone:978-740-9890 implementation and monitoring of the SWPPP, assists in good housekeeping measures and spill response,stores hazardous materials and wastes in an environmentally responsible manner to include lawful disposal,accurate record keeping. Thomas A. Pozerski Private Consultant Responsible person to prepare the Stormwater Phone:7811--826-9200 Pollution Prevention Plan(SWPPP). Signature: Date: • 5 C. Site Description: Facility Name: Brewer Hawthorne Cove Marina Facility Address: 10 White Street Salem,MA. 01970 Owner/Operator: Brewer Hawthorne Cove Marina Water Body: Salem Harbor to Massachusetts Bay SIC Code: 3752—Boat Building and Repair Latitude/Longitude: 42.522 North 70.882 West Brewer Hawthorne Cove Marina is a full-service marina, located in Salem Harbor (Attachment 2 Exhibit Plan). The Marina provides seasonal bathing for private recreational boats. During the winter the facility is used for the storage of vessels form the marina. The facility has a office/utility service building, timber deck area, a marina series building, recycling shed, a covered work area, several work sheds, and a boat lift for the launching and retrieving of boats. The boat lift has a contained boat wash area with a recycling wash water • system. The typical operations at the facility are listed below: • Hull maintenance and painting. • Outboard engine repair. • Boat washing. • Equipment Parts and Storage The majority of the site surface consist of a crushed stone with a small paved area by the White Street entrance. The surface of the site is level with the exception of areas along the harbors edge which slopes toward the harbor. The existing stormwater drainage system consists of four deep sump catchbasin which discharges into the City of Salem Municipal Stormwater System and outlet # 001 into Salem Harbor. During small rainfall events stormwater dicharges into the drainage structures and is infiltrated into the crushed stone surface into the underlying surface. During larger rainfall events stormwater discharges into the basins, infiltrates into the crushed stone and sheet flows toward the harbors edge. The stormwater sampling point is discharge outlet 001. (Refer to Attachment 2-Exhibit Plan) D. Summary of Potential Pollutant Sources: Areas where stormwater maybe exposed to industrial materials or activities are primarily limited to the landward portions of the site where hull maintenance and painting activities are performed, refer to Attachment 2. Outboard engine repair,painting, equipment/parts storage are performed in • covered work areas and sheds. 6 Industrial Activities: The hull maintenance and painting activities includes the repair of wood and fiberglass hulls, replacement of hull and decking fittings, hull/deck sanding and painting, including the repair of wood and fiberglass hulls, replacement of hull and decks, sanding and paining operations are conducted under the sheds. Materials are stored in the on site sheds. Fuel Operations: The Marina has no commercial fuel sales. 250-280 gallons of diesel fuel is stored on site in sealed containers for marina equipment use. Gasoline is stored in 5 gallon containers up to 50-55 gallons in a covered shed. Secondary containment is to be used. Flammable signage should be installed. Fire extinguisher and spill kits are stored in fuel storage areas. Hazardous Materials, Hazardous Waste, Solid Waste and recycling Spills and Leaks: Areas where a potential spill or leak could contribute pollutants to stormwater discharges on site are being properly managed. Hazardous wastes and material are being properly stored on site in containers and shed areas. Materials are being properly received and stored on site. Clean Harbors presently removes hazardous wastes from the site. Spill Kits and pans are present on site. Solid waste is properly placed into a 10 yard enclosed dumpster and recycling of solid waste is taking place in a second smaller dumpster. No significant spills or leaks of oils, toxic or hazardous pollutants have occurred on site, into the stormwater conveyances or into Salem Harbor over the past three years. Paint and hazardous materials are stored in properly locked labeled metal lockers. Non-Stormwater Discharges: On September 2, 2015,the Brewer Hawthorne Cove Marina site was inspected for non-stormwater discharges. The evaluation consisted of a visual inspection of the bulkheads and shoreline during • extreme low tide conditions. The results of inspection determined the only discharge point is the municipal drainage Outlet 001. Salt Storage: The site is inactive during the winter season.No amounts of excess salts exceeding household quantities are stored on site.No other deicing materials are stored on site. Sampling: Collect, analyze and report samples in the on site DMH and outfall 001 as prescribed in this SWPPP, refer to Section 7.0 and Attachment 2. E. Description of Control Measures to Meet Technology-Based and Water Quality-Based Effluent Limits: Control Measures: The following control measures have been implemented to minimize the exposure of work and material storage areas to rain, and runoff: • All on site vehicles are monitored for leaks and receive regular preventive maintenance to reduce leakage. • Signs will be posted to discourage illegal debris and waste disposal. • The marina is policed to prevent unauthorized on-site maintenance, repair or washing of boats or vehicles. • • Waste baskets are present and emptied weekly. Dumpsters are emptied two times per week. ' During occasional exterior hull maintenance and vacuum sanding operations tarps and plastic sheets when necessary are placed on the ground and around the work area to contain and collect debris and materials generated by the hull maintenance work. When the work is completed,the tarps are removed and collected materials are be properly disposed of lawfully by Clean Harbors. • Painting operations are completed in covered self-contained areas. No hull maintenance work is performed during rain events. Materials, tools, and equipment used for these activities are stored in enclosed sheds and properly labeled in locked metal lockers when not in use. • Paints, fuels, solvents, antifreeze and batteries are stored in sheds plainly labeled in locked metal lockers located away from drains. • All paints and sealants containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the stormwater system and are disposed of properly according to manufacturers, instructions or state and local regulations. • The water used for boat pressure washing is contained within a curbed pad and recycled and is not co-mingled with stormwater runoff. Wash-water is collected in 275 gallon tanks and is disposed of lawfully by Clean harbors (a licensed hauler). • Potential contamination of precipitation or surface runoff from all areas used for outboard engine maintenance and repair are minimized by performing all these activities indoors, draining all parts of fluid prior to disposal, prohibiting the practice of hosing down the shop floor and by using dry cleanup methods. • Sewerage pump-out facilities: None are present on site. This service is not provided. • Fuel Operations: There are no underground fuel tanks on site or fuel pumps. A small amount of portable tanks are stored on site in and enclosed shed with secondary containment, properly labeled with fire extinguishers and spill kits present. • Bilge Water: Bilge water is collected and stored in 55 gallon sealed drums in designated areas and is disposed of lawfully, by Clean Harbors. • Hazardous Materials and Waste — Hazardous materials, waste and non-hazardous • industrial waste generated by the servicing of boats is stored in 55-gallon drums stored in labeled areas in the sheds and disposed of lawfully. The storage areas are located on the west side of the site next to boat restoration shed and wood buildings located on the southwest side of the site. These materials are segregated, stored and labeled properly. Hazardous waste is removed by Clean Harbors. • Fish cleaning:No fish cleaning is allowed on the premises. • Non-Hazardous Waste - Non-hazardous waste is stored for pick up for off-site disposal. One 10-cubic yard dumpster is located east side of the site. A second recycle dumpster is located next to the solid waste dumpster. The dumpsters only non-hazardous solid waste will be placed in the dumpster. The dumpsters are emptied twice a week. • Outdoor Storage -Outdoor storage can occur anywhere within the site. Materials stored include jack stands and vessel blocking materials when not in use. Pilings waiting to be installed and other construction materials may also be stored at times. • Lead Acid Battery Storage - Storage for lead acid batteries, including those waiting to be recycled,is located in the properly labeled battery storage container. Batteries are not exposed to stormwater. Old batteries are removed by the Battery Distributor. • Engine and Outdrive Maintenance - Major engine overhauls are performed within the shop portion of the Storage Building. However,routine winterization and service of engines and outdrives is performed on the dry dock vessel. There is the potential that fuel, oil, grease and antifreeze could be exposed to stormwater. Marina staff and customers are required to exercise good housekeeping practices to minimize the potential for contamination from these processes. Used oil, off-spec fuel, and • antifreeze are collected and stored inside the waste storage container. Batteries not kept on the vessel and dead batteries are kept in the battery storage container. Drip pans shall be used under engines being maintained. Spill Kits are present on site. 8 • • The following BMPs can minimize the impact of this facility on the quality of stormwater runoff: o Boat Storage and Maintenance Inspect vessels for leaks of fuel,oil and grease. • Keep boats covered during storage periods. • Use tarps and dustless sanding methods for preparation and painting. Sweep and/or vacuum loose paint dust and chips immediately after completing work. • Perform engine and outdrive maintenance under cover when possible. • Use drip trays when changingfluids. • Provide regular training of staff on pollution prevention policies. o Vehicle Access and Parking • Maintain yard owned vehicles. • Advise customers to maintain their vehicles. • Maintain spill equipment on site. o Fuel (in house use) Continue to store fuel containers in shed with appropriate labels, Secondary containment,fire extinguishers and spill kits. Immediately clean up any spills or drips. • Maintain spill equipment on site. • Provide regular training of staff on pollution prevention policies. o Waste Storage and Disposal • Perform frequent regular inspections of all waste storage containers and areas. • Keep all dumpsters and garbage cans covered at all times except when filling or emptying. • Keep all drains in dumpsters plugged. • Empty trash cans frequently. • Require customers to use proper containers for waste disposal. • Provide regular training of staff on pollution prevention policies. • Continue to empty containers twice a week. o General Yard Area • Perform frequent regular inspections. • Cleanup spills and drips immediately upon discovery. Use dry cleanup methods whenever practical. • Inspect and clean catch basins quarterly. • Maintain oil traps in catch basins. • Provide regular training of staff on pollution prevention policies. • s • F. Schedules and Procedures: The following procedures and schedules will be implemented to ensure compliance with the MSGP and the SWPPP: • Good Housekeeping: All work areas will be checked at the end of each day to ensure that all work materials, debris, tarps and equipment have been removed from the area and properly stored in containers or equipment storage areas. The following is a list of good housekeeping practices followed at this facility: o Spills are immediately cleaned up with an absorbent material. o All fluids,.products and wastes are kept under cover, or in sealed containers, with secondary containment. o Fluid storage or transfer containers are kept closed except when filling or emptying. o When potentially contaminating operations are conducted outdoors,drip pans, tarps or other protective materials are used to capture drips or spills. Absorbent pads and other clean up supplies are available when such operations are conducted. o Spigots and funnels are used to minimize drips/leaks. o Drip pans are used when changing fluids. o Garbage cans are emptied frequently. o Daily inspections are conducted, and deficiencies are corrected as soon as practical. o Ensure all storage materials are properly stored, labeled, secure, and disposed lawfully. • • Preventive Maintenance: All work equipment will be regularly inspected to ensure that the equipment is working properly, not leaking and has received required periodic maintenance. The following is a list of preventive maintenance procedures practiced at this facility: o Maintenance and routine inspection of spill kits atthe facility. Keep adequate supply on hand. o Inspection and cleaning of catch basins and oil traps. o Inspection and maintenance of all yard equipment, including fork-lifts, cranes, yard trucks and travelifts to prevent drips and Ior leaks from fuel and hydraulic systems. o Inspection and maintenance of fueling area and related equipment. o Inspection and cleaning of secondary containment areas. • Spill Prevention and Response Procedures: In order to prevent spills at the facility, employees are trained in the safe and proper handling of all materials at the site in accordance with the OSHA Hazard Communication Standard. To minimize the potential for leaks, spills and other releases that may be exposed to stormwater the following procedures will be implemented: o All containers will be clearly labeled to allow proper handling and to facilitate rapid response in the event of a spill or leak. o Chemical storage containers - All areas in which chemicals or used chemical containers • are stored are provided with impermeable secondary containment which will hold at least the volume of the largest chemical container, or 10% of the total volume of all containers in the area,whichever is larger,without overflow from the containment area. • Employees who may cause, detect, or respond to a spill or leak will be trained in 10 • the procedures for expeditiously stopping, containing, and cleaning up leaks, spills, and other releases. • Manufacturers recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. • Materials and equipment necessary for spill cleanup will be kept in the material storage area on-site. Equipment and materials will include, but not limited to, brooms, dustpans, mops, rags, gloves, goggles, kitty litter, sand, absorbent materials, sawdust, and plastic or metal trash containers specifically for this purpose. • All spills will be cleaned up immediately after discovery. • The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance. • Should a spill occur, modify this SWPPP will within 14 calendar days of knowledge of the release, to provide a description of the release, the circumstances leading to the release, and the date of the release. Specifically, the plan will be reviewed to identify measures to prevent the reoccurrence of such releases. Train employees on revised plan. • Spill Procedures for notification of appropriate facility personnel, emergency response agencies, and regulatory agencies will be posted at the site. Where a leak, spill, or other release containing a hazardous substance or oil in an amount equal to or in excess of a reportable quantity occurs, the Marina will notify: . The local Fire Department-911 The Massachusetts Department of Environmental Protection at 888-304-1133 Call National Response Center if necessary(800)424-8802. • Erosion and Sediment Controls: Lead-acid batteries will be stored within secondary containment systems that are large enough to contain the contents of the single largest battery, or 10% of the entire volume of batteries stored in the containment system, whichever is greater. The batteries must be stored under cover where precipitation cannot come in contact with the batteries or accumulate in the secondary containment system. Used lead-acid batteries must be stored away from other trash, paper, rags, flammables, and segregated from other hazardous materials by a berm, wall or dike. If used lead-acid batteries are to be stacked, each layer should be separated with wood. Used lead-acid batteries must be picked up by a used battery recyclers. • Employee Training: All employees supervising hull maintenance/painting, and outboard engine repair will receive annual training for used oil management, spent solvent management, disposal of spent abrasives, disposal of vessel wastewaters, spill prevention and control, fueling procedures, general good housekeeping practices, painting and blasting procedures, and used battery management. All appropriateW employees will undergo annual training in the implementation of the SPPP as a way to reduce or eliminate impact to stormwater runoff from the facility. Maintain records in • binder of employees trained, date trained and training conducted. New hires will receive the same training. At a minimum, the training will include: o Used oil management o Spend solvent management • o Disposal of spentabrasives o Disposal of vessel wastewaters o Spill prevention and control o Fueling procedures o General good housekeeping practices o Painting and blasting procedures o Used battery management o A record of employee attendance in the training sessions is kept in Attachment 3 • Routine Facility Inspections: Routine facility inspections will be conducted of all areas of the facility where industrial materials or activities are exposed to stormwater, and of all stormwater control measures used to comply with the effluent limits contained in this permit. The routine facility inspections will be performed quarterly when the facility is in operation. These routine inspections will be performed by qualified personnel and at least one member of the Marina's stormwater pollution prevention team. At least once a calendar year, the routine facility inspection will be conducted during a period when a stormwater discharge is occurring. Inspection reports will be prepared to document the findings of each routine facility inspection performed. The facility inspection reports will include the following information: • The inspection date and time. • The name and signature of the inspector. • Weather information and a description of discharges occurring at the time of the inspection. • Any previously unidentified discharges of pollutants from the site. • Any control measures needing maintenance or repairs. • Any failed control measures that need replacement. • Any incidents of non-compliance observed. • Any additional control measures needed to comply with the permit requirements. Conduct Monthly Inspections: Areas that must be included in Monthly Inspections include: pressure washing areas; blasting, sanding and painting areas; material storage areas; engine maintenance and repair areas; material handling areas; dry-dock area; and general yard area. • Quarterly Visual Assessment of Stormwater Discharge: Once each quarter a stormwater sample will be collected from the outfall and drain manhole along with a visual assessment will be conducted of each of the samples. The visual assessment must be made of a sample collected in a clean, clear glass, or plastic container, and examined in a well-lit area. Samples will be collected within the first 30 minutes of an actual discharge from a storm event. If it is not possible to collect the sample with in the first 30 minutes of discharge, the sample will be collected as soon as practicable after the first 30 minutes. Documentation will be provided indicating why it was not possible • to take samples within the first 30 minutes. In the case of snowmelt, the sample will be taken during a period with a measurable discharge from the site. a 12 • The sample will be visually analyzed for the following: Color Odor Clarity Floating Solids Settled Solids Suspended Solids Foam Oil Sheen Other indicators ofstonnwater pollution. • Comprehensive Site Inspection (Annual Monitoring): A comprehensive site inspections will be performed annually by qualified personnel with at least one member of the stormwater pollution prevention team participating in the comprehensive site inspection. The comprehensive site inspections will cover all areas of the facility affected by the requirements in the permit, including the areas identified in the SWPPP as potential pollutant sources, where industrial materials or activities are exposed to stormwater, any areas where control measures are used to comply with the Effluent Limits, and areas where spills and leaks have occurred in the past 3 years. The inspections will include a review of monitoring data collected. The inspectors will consider the results of the past year's visual and analytical monitoring . when planning and conducting the comprehensive inspection. The inspection will examine the following: • Industrial materials, residue,or trash that may have or could come into contact with stormwater. • Leaks or spills from industrial equipment, drums,tanks, and othercontainers • Off-site tracking of industrial, waste materials or sediment where vehicles enter or exit the site. • Tracking or blowing of waste materials from areas of no exposure to exposed areas. • Control measures needing replacement, maintenance, or repair. The findings of each comprehensive site inspection will be appended to the SWPPP and maintained on site. The comprehensive site inspection report will be submitted as part of the annual report. The comprehensive site inspection report will include the following: • The date of the inspection; • The name(s) and title(s) of the personnel performing the inspection • Findings of the inspection • All observations relating to the implementation of your control measures including: o Previously unidentified discharges from the site. o Previously unidentified pollutants in existing discharges. o Evidence of,or the potential for,pollutants entering the drainage system. o Evidence of pollutants discharging to receiving waters at all facility outfall(s), and the condition of and around the outfall, including flow dissipation measures to prevent scouring. o Additional control measures needed to address any conditions requiring corrective action identified during the inspection. 13 • • Any required revisions to the SWPPP resulting from the inspection(s). • Any incidents of non-compliance observed or a certification stating the facility is in compliance with this permit(if there is no noncompliance). A statement, signed and certified indicating the non-compliance and corrective actions implemented. Corrective Actions: Brewer Hawthorne Cove Marina must review and revise the selection, design, installation and implementation of control measures to ensure that the condition is eliminated if any of the following occur: • There is an unauthorized release or discharge of non-stormwater not authorized by this or another NPDES permit; • Brewer Hawthorne Cove Marina, or EPA determines that control measures are not sufficiently stringent; • An inspection of the facility by an EPA official, or local, State or Tribal entity, determines that modifications to control measures are necessary; • Brewer Hawthorne Cove Marina finds in routine facility inspection, quarterly visual • monitoring or comprehensive site inspection that control measures are not being operated and maintained properly. Brewer Hawthorne Cove Marina must document the discovery of any condition requiring corrective action within 24 hours of the discovery. Subsequently, Brewer Hawthorne Cove Marina must document within 14 days of such discovery any corrective action(s to be taken to eliminate or further investigate the deficiency, or if no corrective action is needed, the basis for that determination. If modifications to the control measures are required, they must be made before the next storm event, if possible, or as soon as practicable following that storm event. Information pertaining to corrective actions must be documented within the time frame presented above—in—thel Corrective Actions section (questions 3-5) of the Annual Reporting Form r(Attachment'6). If the event triggering the review is a permit violation, correcting it does not remove the original violation.Failing to take corrective action is an additional permit violation. G. Monitoring: General: All stormwater sampling will be performed at outlet 001 and the municipal drain manhole. Samples will be collected quarterly or as otherwise noted, and will occur at least once in each of the following three month periods: • January 1 —March 31 • • April I—June 30 • July 1 —September 30 • October I-December 31 14 • Bench Mark Monitoring : To establish the benchmark levels the following parameters will be tested for on a quarterly basis: Table 3-Benchmark Monitoring Requirements Benchmark Monitoring Required by Parameter Cutoff Concentrations Total Aluminum 0.75 mg/L USEPAforSubsector Total Iron I.Omg/L Q1,WaterTransportation Total Lead 1 Hardness Dependent Facilities Total Zinc 1 Hardness Dependent Massachusetts Coastal Copper None Provided Zone Management Program Tributyltin 0.42 µg/L2 1 Benchmark values for lead and zinc are dependent on water hardness.Hardness will determined in accordance with Appendix J of the MSGP-2015 to identify the applicable'hardness range'applicable to the facility.Ranges occur in 25 mg/L increments.In accordance with Part 6.2.1.1 of MSGP-2008,the hardness valueof the receiving waters must be submitted to USEPA with the unit benchmark report.HardnessDependentBenchmaks followthe table below: Water Hardness Range Lead Zinc (mg/L) (mg/L {mg/L 0-25 0.014 0.04 25-50 0.023 0.05 50-75 0.045 0.08 75-100 0.069 0.11 100-125 0.095 0.13 125-150 0.122 0.16 150-175 0.151 0.18 175 -200 0.182 0.20 200 -225 0.213 0.23 225 -250 0.246 0.25 250+ 0.262 0.26 2 Thisvalueistheacutesaltwatercriteria. Any excecdanceof that value must bereported The benchmark sampling will be performed for four (4) quarters commencing after September 1, 2015. When testing results exceed the effluent or benchmark limits, the results of all testing will be submitted to the Bureau of Waste Prevention, Massachusetts Department of Environmental Protection (DEP) North Regional Office. Follow up testing and proposed corrective actions will also be submitted the DEP North Regional Office. Analysis of the benchmark monitoring samples will be consistent with 40 • CPR Part 136 analytical methods and using test procedures with quantitation limits at or below benchmark values for all benchmark parameters and state specific parameters required. 15 e • Brewer Hawthorne Cove Marina is subject both to sector specific (Sector Q) and state specific (Massachusetts) monitoring requirements. Parameters required for analysis are presented in Table 3. The EPA required benchmark monitoring data must be submitted to EPA no later than 30 days after complete laboratory results are received for all monitored outfalls. The submittal may be made online at the EPA online eNOI system (www.epa.gov/npdes/eNOI). Effluent Limitations Guidelines Monitoring: The Marina site is not subject to effluent limitations based on the Effluent Limitation Guidelines. Impaired Waters Monitoring: The municipal stormwater drain to which the Marina's drainage system discharges to Salem Harbor. The northern portion of Salem Harbor is designated as a 303d Impaired Water for pathogens- coliform and fecal. The water does not have an EPA established TMDL. Hawthorne Cove Marina does not have any industrial activities from which impacted stormwater runoff could generate or propagate pathogens. The site does not involve any animal or biologica I activities or uses. It is reasonable to assume that the pathogens presence in Salem Harbor is not related to the activities or processes at the Marina. To confirm this testing for pathogens will be performed for the first two years. Samples will be taken at the discharge point for the Marina and tested for the following: • Coliform (fecal) • • Coliform (total) • Enterococci H. Stormwater Management System: The facilities stormwater management system is limited to four catch basins which are connected to the municipal system and drainage outlet #001. The catch basins will be inspected on a quarterly basis in each of the following three month period and after rainfall events in excess of 4 inches: • January 1 —March 31 • April 1—June 30 • July 1 —September 30 • October]-December3l I. DOCUMENTATION TO SUPPORT OTHER ELIGIBILITY CONSIDERATIONS: Endangered Species: EAttachmen- 1 presents a list of Federal endangered species in the project area. Av clim'ent 10 present the copies of the Massachusetts Natural Heritage Endangered Species Program (NHESP) mapping of designated endangered species habitat and priority habitats. The Figures show that the site or the receiving water does not contain endangered species. • Historic Properties: The site is not known o contain any historic properties and discharges from the site will not impact_historic_properties._To—confirm this letters have been sent to the Stake, Historic Preservation Officer and tribal representatives. Copies of the letters are presented in Attachment 14. 16 Discharges Subject to Any New Source Performance Standards: The site does not contain any activities or discharges listed in Table 1-1 of the MSGP in effect June 4, 2015. J. Additional Documentation: • A copy of the NOI submitted to the EPA and confirmation that the NOI was received at the NOI Processing Center see Attachment 1. • A copy of the 2105 NPDES Multi-Sector General Permit is presented in Attachment 1. • Stormwater and facility inspection reports, Stormwater sampling and testing and additional information is presented in Attachments 16 & 17. • • 17 • Section K Emergency/Spill ResponsePlan 1.0 Commitment of Resources In the event of an incident or emergency, Brewer Hawthorne Cove Marina will commit the resources necessary to respond to any event that may occur at the facility. At the first indication of a fire, accident, spill or other hazard that threatens personal safety, public health and safety, public welfare or the environment, the individual witnessing the event will implement this Emergency/Spill Response Plan by immediately notifying the management of Brewer Hawthorne Cove Marina. 2.1 Notification Requirements 2.2 Reporting Requirements for Oil & Chemical Spills IMMEDIATE ACTIONS: TO CONTAIN OR STOP SPILL CALL FIRE DEPARTMENT 911 . CALL MASSDEP SPILL RESPONSE 1-888-304-1133 CALLNATIONAL RESPONSE CENTER(800)424-8802 (if necessary,see below) CALL LICENSED CLEANUP CONTRACTOR (IF APPLICABLE) Spills of petroleum product (e.g ,oil or gasoline), or any chemical or waste (which stays on the property) must be reported to your local fire department (911) and to the Massachusetts DEP (888) 304-1133 (24-hours) within 2 hours of becoming aware of the problem.* In all, there are 22 specific threshold conditions that would require notification to MassDEP. The most common reporting conditions are: 1. A spill ofmore than 10 gallons of gasoline or oil within a 24hourperiod. 2. A spill of any quantity of gasoline or oil that creates a sheen on surface water. 3. A discovery of oil floating on the surface of the groundwater table. 4. The presence of explosive concentrations of petroleum vapors in a building or confined space. Reportable quantities of chemicals can be found on the "Massachusetts Oil and Hazardous Material List'athttp://edep.dep.mass.govlmomhllhazmat.aspx 18 • National Response Center *NOTE: Be sure to ask the dispatcher for the assigned spi 1 I number and the operator's number when you report a spill to ensure that a record of your call has been made. Oil spills to the water or shore that cause a sheen must also be reported to the National Response Center at(800)424-8802.* Be prepared with the following information: • Name,location and telephone number • Name and address of the party responsible for the incident • Date and time of the incident Location ofthe incident Source and cause of the release or spill Types of materials released orspilled • Quantity of material released or spilled • Danger or threat posed by the release or spill • Number and type ofinjuries (if any) • Weather conditions at the incident location • Any other information that may help emergency personnel respond to the incident. *NOTE: Be sure to ask the dispatcher for the assigned spill number and the operator's number when you report a spill to ensure that a record of your call has been made. • Chemical spills of a certain size* which affect persons off property must be reported to the MASS DEP Response Commission, and to your Local Fire Department (911), and the National Response Center at (800) 424-8802. *Spill of a hazardous substance that is equal to or exceeds the minimum reportable quantity set in the federal regulations. For example, spills of sulfuric acid > 1,000 pounds (roughly 65 gallons--or spills from about 200 batteries), or a spill of > 10 pounds of benzene (there are about 10 pounds of benzene in 32 gallons of gasoline). The notice should include: • The chemical name or identity of any substance involved in the release; • An indication of whether the substance is extremely hazardous; • An estimate of the quantity released into the environment; • The time and duration of the release; • Whether the release occurred into air, water, and/or land; • Any known or anticipated acute or chronic health risks associated with the emergency, and where necessary,advice regarding medical attention for exposed individuals; • Proper precautions, such as evacuation or sheltering in place, and • Name and telephone number of contact person. 19 • 31 Emergency Procedures The following emergency procedures are to be followed by facility personnel in response to fires, explosions, or any unplanned sudden or accidental release of hazardous waste or hazardous waste constituents to the air, soil or water. 3.2 Fire In the event of a fire at the facility all personnel will be notified that there is a fire and to evacuate the area. Facility management will be notified and the fire department will be called. Additional organizations will be called as necessary and/or required under this plan and the notification requirements set forth in this plan. All employees will meet at a designated rally point. The senior employee present will conduct a head count to determine if everyone has evacuated the facility and insure that the appropriate response agencies and facility personnel have been alerted. If any employees are unaccounted for, the senior employee present will try to determine where they were last seen, and send someone back in to search for the missing person(s, only if it is safe to do so. if the situation is severe enough, they may elect to wait for trained rescue personnel to arrive and then inform them that someone is unaccounted for and where they were last seen. • If a fire event has the potential to impact any of the immediate neighbors, they will be notified by phone, if possible, or by runner if necessary, of the potential threat and advised of the actions being taken to mitigate the threat. Brewer Hawthorne Cove Marine does not have a designated fire brigade or emergency response team. However, if it is safe to do so, a reasonable effort will be made to control a fire until the local fire department can respond. At that point in time, the fire department will assume control of the situation. Facility personnel will continue to work with the fire department and advise them as to the status of the situation, the location of hazardous materials and wastes, and any other information required by the senior fire fighter present. 3.3 Explosion In the event of an explosion at the facility all personnel will be notified to evacuate the area. Facility management will be notified and the fire department will be called. Additional organizations will be called as necessary and/or required under this plan and the notification requirements set forth in this plan. ALL employees will meet at a designated rally point. The senior employee present will conduct a head count to determine if everyone has evacuated the facility and insure that the appropriate response agencies and facility personnel have been alerted. If any employees are unaccounted for, the senior employee present will try to determine where they were last seen, and send someone back in to search for the missing person(s. If the situation is severe enough,they may elect to wait for trained rescue personnel to 20 arrive and then inform them that someone is unaccounted for and where they were last seen. If an explosion has the potential to impact any of the immediate neighbors, they will be notified by phone, if possible, or by runner if necessary, of the potential threat and advised of the actions being taken to mitigate the threat. If it is safe to do so, a reasonable effort will be made to control a fire (if one exists until the local fire department can respond. At that point in time, the fire department will assume control of the situation. Facility personnel will continue to work with the fire department and advise them as to the status of the situation, the location of hazardous materials and wastes, and any other information required by the senior fire fighter or other incident commander. 3.4 Release of a Petroleum Product,Hazardous Material or Hazardous Waste In the event of a sudden or accidental release of petroleum product, hazardous material or hazardous waste at the facility, all personnel will be notified that there is an emergency. Trained facility personnel will be notified and will assess the situation and determine the need for assistance. At a minimum , Fire Department and MassDEP will be called as directed in Section 2.1 above. Additional organizations will be called as necessary and/or required under this plan and the notification requirements set forth in this plan. • Unless otherwise directed by the fire department or another incident commander, facility personnel will attempt to prevent the flow of spilled material from discharging from the site. Once the spilled material has been contained, a decision will be made as to whether the spill can be cleaned up by facility personnel or the additional assistance of a licensed cleanup contracted or other emergency response organization will be retained to assist in the cleanup process. Consideration will be given to the following alternatives. In the event of a tank failure, the remaining contents of the failed tank may be transferred via transfer pump to drums or other temporary containers if available capacity exists. Small-scale liquid spills (less than 15 gallons) may be safely neutralized , collected, and properly disposed of. Lawfully by licensed haulers. In the event of a large-scale spill (greater than 15 gallons), outside services are required, or it may be possible to safely contain the spill and follow proper clean up procedures. Powders of any type may be collected and re-deposited in their proper containers provided they have not been contaminated. In the event that they are not suitable for reuse, they will be disposed of in a proper manner following all local, state and federal regulations. Any spill debris generated from clean up procedures will be properly collected, containerized and disposed of following all local,state,and federal regulations. 21 ATTACHMENT 1 2015 NPDES MULTI SECTOR GENERAL PERMIT • BREWER HAWTHORNE COVE MARINAGE A ES Multi-Sector General Permit For Stormwater Discharges EPA 2015 NPDAssociated With Industrial Activity (MSGP) Forms United States Environmental Protection Agency 1200 Pennsylvania Ave,NW Washington,DC 20460 Note:This is a"smart form';as you fill out the form,additional questions willl appear that you will need to answer. Permit Information 1.What action would you like to take? File a New Notice of Intent Form Submission of this Notice of Intent(NOP constitutes notice that the operator identified in the Facility Operator Information section of this form requests authorization to discharge pursuant to the NPDES Stormwater Multi- Sector General Permit(MSGP)permit number identified in the Permit Information section of this form.Submission of this NOI also constitutes notice that the operator identified in the Facility Operator Information section of this form meets the eligibility conditions of Part 1.1 of the MSGP for the facility identified in the Facility Information section of this form.To obtain authorization,you must submit a complete and accurate NOI form. Discharges are not authorized if your NOI is incomplete or inaccurate or if you were never eligible for permit coverage. Operator Name(Organization Name) Brewer Hawthorne Cove Marina Operator Name as Noted by the NOI Preparer Brewer Hawthorne Cove Marina 2.Select the state/territory where your facility is located" 3.Is your facility located on Indian Country lands?* MA O Yes (i) No 4.Are you requesting coverage as a"federal operator"as defined in Appendix A?* O Yes Oi No - - - - 41age 1 of 6 A 2015 NPDES Multi-Sector General Permit For Stormwater Discharges 180 EPA Associated With Industrial Activity (MSGP) Forms United States Environmental Protection Agency 1200 Pennsylvania Ave,NW Washington,DC 20460 Note:This is a"smartform",as you fill out the form,additional questions will)appear that you will need to answer. Permit Information 1.What action would you like to take? File a New Notice of Intent Form Submission of this Notice of Intent(NOP constitutes notice that the operator identified in the Facility Operator Information section of this form requests authorization to discharge pursuant to the NPDES 5tormwater Multi- Sector General Permit(MSGP)permit number identified in the Permit Information section of this form.Submission of this NOI also constitutes notice that the operator identified in the Facility Operator Information section of this form meets the eligibility conditions of Part 1.1 of the MSGP for the facility identified in the Facility Information section of this form.To obtain authorization,you must submit a complete and accurate NOI form. Discharges are not authorized if your NOI is incomplete or inaccurate or if you were never eligible for permit coverage. Operator Name(Organization Name) Brewer Hawthorne Cove Marina Operator Name as Noted by the NOI Preparer Brewer Hawthorne Cove Marina 2.Select the state/territory where your facility is located* 3.Is your facility located on Indian Country lands?* MA IoYes O No 4.Are you requesting coverage as a"federal operator"as defined in Appendix A?* O yes Oi No Oage 1 of 6 5.Are you anew discharger or anew source as defined in Appendix A?* O Yes O No Sa.Have stormwater discharges from your facility been covered previously under an NPDES permit?* O Yes O No 5aa.Provide your most current NPDES ID(i.e.,permit tracking number)if you had coverage under EPA's MSGP 2008 or the NPDES permit number if you had coverage under an EPA individual permit* MARO5DQ60 6.Do you directly discharge to any of the waters of the U.S.that are designated by the state or tribal authority under its antidegradation policy as a Tier 3 water(Outstanding National Resource 0Yes No Water)(See Appendix Q?Your project will be considered to discharge to a Tier 3 water if the first water of the US to which you discharge is identified by a state,tribe,or EPA as a Tier 3 water.For discharges that enter a storm sewer system prior to discharge,the first water of the US to which you discharge is the waterbo ly that receives the stormwater discharge from the storm sewer system.' 7.Does your facility directly discharge to a Federal CERCLA site listed in Appendix P?For the purposes of this permit,a permittee discharges to a Federal CERCLA site if the discharge flows OYes ONo directly into the site through its own conveyance,or through a conveyance owned by others,such as a municipal separate storm sewer system. 8.Has the Stormwater Pollution Prevention Plan(SWPPP)been prepared in advance offling this NO1,as required?- O Yes O No 9.By indicating"Yes",I confirm that I understand that the MSGP only authorizes the allowable stormwater discharges in Part 1.1.2 and the allowable non-stormwater discharges listed in Part O Yes Q No 1.1.3.Any discharges not expressly authorized in this permit cannot become authorized or shielded from liability under CWA section 402(k)by disclosure to EPA,state,or local authorities after issuance of this permit via any means,including the Notice of Intent(NOP to be covered bythe permit,the Stormwater Pollution Prevention Plan(SWPPP),during an inspection,etc.If any discharges requiring NPDES permit coverage other than the allowable stormwater and non-stormwater discharges listed in Parts 1.1.2 and 1.1.3 will be discharged,they must be covered under another NPDES permit.* 10.Master Permit Number MAR050000 A:Facility Operator Information J... ` 1.Operator Name(Organization Name) Brewer Hawthorne Cove Marina 2.Street 10 White Street 3.Supplemental Address 4.City* S.State* 6.ZIP Code* 7.Facility County or Similar Govt.Subdivision Salem MA 01970 Essex 8.Phone(10-digits,No dashes) 9.Extension 10.E-Mail 9787409890 1541 nflaherty@byy.com Operator point of contact information 11.First Name* 12.Middle Initial 13.Last Name* 14.Professional Title Noah Flaherty General Manager B:Facility Information - 40age 2of6 1.Facility Name Brewer Hawthorne Cove Marina - Facility address same as facility operator address 2.Street/Location 10 White Street 3.Supplemental Address 4.City* S.State* 6.ZIP Code* 7.Facility County or Similar Govt.Subdivision Salem MA 01970 Essex Latitude/Longitude for the facility: 8.Latitude(Decimal Degrees)* 9.Longitude(Decimal Degrees)* 10.Latitude/Longitude Data Source* 11.Horizontal Reference Datum 42.5222 70.8828 GPS NAD83 12.What is the ownership type of the facility* 13.Estimated area of industrial activity at your facility exposed to stormwater(to the nearest quarter acre)* Privately Owned Facility 1.75 Identify the applicable sector and subsector of your primary industrial activity(See Appendix D)that best represents the products produced or services rendered for which your facility is primarily engaged,as defined in the MSGP,and the 4-digit Standard Industrial Classification(SIC)code or 2-letter Activity Code: 15.Sector* 16.Primary SIC Code SECTOR R:SHIP AND BOAT BUILDING AND REPAIRING YARDS 3732:Boat Building And Repairing 17.Subsector R1:Ship and Boat Building or Repairing Yards 18.Identify the applicable sectors(s)of any co-located industrial activity for which you are requesting permit coverage. Sector Subsector Add Sector 22.Is your facility presently inactive and unstaffed? O Yes Oi No C Discharge Information Outfalls 4.List all of the stormwater outfalls from yourfacility.Each outfall must be identified by a unique 3-digit ID(e.g.,001,002)or a 4-digit ID.Also provide the latitude and longitude in decimal degrees for each outfall. A.Outfall ID° 001 _ - - - - *age 3 of 6 B.Latitude(Decimal Degrees)* C.Longitude(Decimal Degrees) +� 42.5222 70.8824 Lookup Receiving Waters Information This button will prepopulate the receiving water information associated with your outfall on your form.You may edit the _ information that is returned if you believe it is incorrect) If for any reason the Lookup Receiving Water Information button does not prepopulate your form with receiving waters information,you must manually enter the information on your form. Outfall Section 1.Provide the name of the first water of the U.S that receives stormwater directly from the outfall and/or from the MS4 that the outfall discharges to. (You may edit the name of the water of the U.S.that was returned if incorrect.) SALEM HARBOR 2.Is the receiving water listed as impaired on the 303(d)list and in need of a TMDL? • Yes O No 4.List the pollutants that are causing the impairment: Pollutant ESTUARINE BIOASSESSMENTS Delete Pollutant Pollutant Coliform,fecal general Delete Pollutant Add Impairment Pollutant Associated with this Waterbody 3.Has a TMDL been completed for this receiving waterbody? Yes O No Add Another Outfall Provide the following information about your outfall latitude longitude. 5.Latitude/Longitude Data Source* 6.Horizontal Reference Datum GPS NAD83 7.Does your facility discharge into a Municipal Separate Storm Sewer System(MS4)?* O Yes O No 8.Do you discharge to any of the waters of the U.S.that are designated by the state or tribal authority under its antidegradation policy as a Tier 2(or Tier 2.5)water(water quality exceeds levels necessary to support ?*Opropagation offish,shellfish,and wildlife and recreation in and on the water)(See Appendix Q?- 0 Yes Qi No • • - -- - - F 10age 4 o 6 - D:Stormwater Pollution Prevention Plan(SWPPP)Information M� •f ra SWPPP Contact Information 1.First Name• 2.Middle Initial 3.Last Name4.Professional Title Thomas Pozerski PELEED-AP 5.Phone(10-digits,No dashes)• 6.Extension 7.E-Mail° 7818269200 I tpozerski@merrillinc.com B.Your current SWPPP or certain information from your SWPPP must be made available through one of the following two options.Select one of the options and provide the required information.- Note: nformation.-Note:You are not required to post any confidential business information(CBI)or restricted information(as defined in Appendix A)(such information maybe redacted),butyou must clearly identify those portions of the SWPPP that are being withheld from public access. Option 1:Maintain a Current Copy of your SWPPP on an Internet page(Universal Resource Locator or URL). ® Option 2:Provide the following information from your SWPPP. A.Describe your onsite industrial activities exposed to stormwater(e.g.,material storage;equipment fueling,maintenance,and cleaning,cutting steel beams),and potential spill and leak areas.' Boat storage and maintenance,pressure washing area,fueling operations,waste management-vessel pump out,solid waste,parking areas(trash and possible Fluid-no maintenance activities), and general yard area maintenance B.List the pollutants(s)or pollutant constituent(s)associated with each industrial activity exposed to stormwater that could be discharged in stormwater and/or in any authorized non-stormwater discharges listed in Part 1.1.3. Boat Storage and maintenance:oil,grease,maintenance Fluids,paint,paint dust and chips.Pressure wash systems:wash water-sediment,marine growth,metals,paint dust.and chips.Fuel Operations:Diesel and Gasoline.Waste Management-vessel pump out:sewerage and bilge water.Solid Waste:trash.Parking area:possible vehicle fluids,grease and trash.General Yard Area:miscellaneous trash,paint chips and dust. C.Describe the control measures you will employ to comply with the non-numeric technology-based effluent limits required in Part 2.1.2 and Part 8,and any other measures taken to comply with the requirements in Part 2.2 Water Quality-Based Effluent Limitations(see Part 5.2.4). Boat Storage and Maintenance:Indoor Maintenance and/or drip trays,spill kits,tarps,dustless sanders,sweeping,vacuuming,clean work areas,store and recycle hazardous materials and wastes in accordance with manufacturers requirements,dispose and recycle in accordance with regulatory requirements,and remove from site by Licensed haulers.Pressure Washing:Clean wash areas and drains,ensure wash water goes into the system,maintain wash system,keep spill kits on hand ensure wastewater is discharged lawfully into Sewer system.Fuel Operations:Fuel vessels by qualified staff,maintain system,alarms and shut offs,inspect regularly,keep spill kits in fuel areas and storage areas,post emergency contact information.Waste Management:Inspect and maintain portable pump units,dispose of wastewater and bilge water lawful ly,have labeled drums on site stored indoors,keep spill kits on site.Solid Waste:Police weekly,place trash in dumpsters,dispose of trash lawfully by licensed hauler.Parking Area:inspect weekly for spills and trash,keep spill kits on site.General yard area:complete routine inspections and clean up. - D.Provide a schedule for good housekeeping and maintenance(see Part 5.2.5.1)and a schedule for all inspections required in Part 4(see Part 5.2.5.2). Document and complete monthly inspections of all areas specified in this section.Conduct and document quarterly inspections of all areas to include stormwater inspections,cleaning and samplings of the outlet. Complete an annual comprehensive site evaluation by the SWPPP team.Identify problem areas,take corrective actions,and update the SWPPP.File an EPA NPDES Form 6100-28 Annual Report. • • - - - - - - - Oage Sof 6 E:Endangered Species Protection 1.Using the instructions in Appendix E of the MSGP,under which endangered species criterion listed in Part 1.1.4.5 are you eligible for coverage under this permit? Criterion A-No listed species or critical habitat are in the action area 2.Provide a brief summary of the basis for the criterion selected in Appendix E(e.g.,communication with U.S.Fish and Wildlife Service or National Marine Fisheries Service to determine no species in action area; implementation of controls approved by EPA and the Services).* U.S.Fish and Wildlife Service,Natural Marine Fisheries Service and Massachusetts Natural Heritage Program data bases and mappings. - F:Historic Preservation 1.If your facility is not located in Indian country lands,is your facility located on a property of religious or cultural significance to an Indian tribe? O Yes (i) No 2.Using the instructions in Appendix F of the MSGP,under which historic properties preservation criterion listed in Part 1.1.4.7 are you eligible for coverage under this Permit- Criterion ermit*Criterion B-Subsurface stormwater controls will not affect historic properties Certification Information I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.l am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations.40 CFR 122.22 (d) Certifier E-Mail* Form Action nflaherty@byy.com Approve • • - - - - - - Page 6of 6 Thomas Pozerski m: NeT@epa.gov nt: Thursday, October 29, 2015 4:05 PM To: nflaherty@byy.com Subject: Form Receipt Attachments: MSGP-4837.pdf Form Submitted You recently submitted a 1. EPA Multi-Sector General Permit (MSGP) Form at NeT (NPDES eReporting Too[) Portal. Your submission reference number is: MSGP-4837 Please see the attached PDF for a copy of your form submission. • • i Thomas Pozerski Om: NeT@epa.gov nt: Thursday, October 29, 2015 4:05 PM To: nflaherty@byy.com Cc: Thomas Pozerski Subject: EPA Multi-Sector General Permit(MSGP) Notice of Intent(NOI) Submitted to EPA for 30-Day Review- Brewer Hawthorne Cove Marina, NPDES ID: MAR053726 Attachments: Submitted NewNOI Receipt.pdf 2015-10-29 NeT Submission ID: MSGP-4837 Your Notice of Intent (NOI) requesting coverage for Brewer Hawthorne Cove Marina, 10 White Street Salem MA 01970, under EPA's Multi-Sector General Permit (MSGP) has been certified and submitted to the EPA for review. The NPDES ID for this NOI is MAR053726. Your coverage under the MSGP begins at the conclusion of the 30-day waiting period, unless otherwise notified that your coverage has been delayed or denied. You will receive an email informing you once your coverage under the MSGP is active with a copy of the certified NOI attached. For a copy of the form you submitted, please go to the History tab within NeT, which is accessible from https://cdx.epa.gov/eta home.asp, and click on the View Receipt button for NeT Submission ID MSGP-4837. For guidance about this process,please visit: http://water.epa.eov/polwaste/npdes/stormwater/Stormwater- dbOI-System-for-EPAs-MultiSector-General-Permit.cfm. For more information about the MSGP, including a copy of the permit, please visit: http://water.epa.gov/polwaste/npdes/stormwater/EPA-Multi-Sector-General- Permit-MSGP.cfm. If you have specific questions, please contact lee.won@epa.gov; warner.suzanne@epa.gov; lescure.nasrin@epa.gov; berry.lauraj@epa.gov; emily@avanticorporation.com; farris.erika@epa.gov; Gray.davidj@Epa.gov; Christiane@avanticorporation.com; bius.catherine@epa.gov. To access a history of your submissions, go to MyCDX within EPA's Central Data Exchange (CDX) and click on the Submission History tab. To see details about this submission, click on the Search tab within My Submissions, enter the following Submission ID value: _373b3807-af26-46ed-9142-Oc25cOc46f55, and click Search. This is an automated response; please do not reply to this email. • t i ATTACHMENT 2 SWPPP EXHIBIT PLAN [[ k } b"g Ss g-��jggG�Q • }�@� 4 C P�o � �rv� w ry � SSC�'^l� yy5 Q gTL"$ 1 ]561.d151.:A 1 9 G i � �� xw � ,.ice i li< <l tt•'�./ t m Ox o H u y 9 t t e��p � -Y� b , Jt . k o s `i 99111 MA H IPA got st a 5� SWPPP EXHIBIT PLAN �� 10 WHITE STREET SALEM, MASSACHUSETTS Engineers and Land Surveyors smw�wuuarz ma Iumx. d19 cauveu RM.wamm w 02M/T.(781)eze-9xao 6 �a mrt Srlaf zn On9M SInCU.KWOUM w O2M/is(508)746 W60 w 019A ATTACHMENT 3 SWPPP TRAINING LOG SWPPP TRAINING LOG . Brewer Plymouth Marine Name of employee (print) Employee signature Training conducted by ( Date I � I i r 4 I � i i i I ! I I f I E i I • ' Ii � f i i ! I I � I i i I • 22 S W PPP ANNUAL TRAINING LOG Brewer Hawthorne Cove Marina Name of employee (print) Employee signature Training conducted by j Date I � I � j t � � I I f}14 I ( I I k � I � i j i ! i i i � I j 23 II ATTACHMENT 4 SWPPP MONTHLY INSPECTION LOG S W PPP MONTHLY INSPECTION LOG Brewer Hawthorne Cove Marina Date and time of inspection: Name and signature ofinspector(s): Weather conditions: Inspect each mea ul concern,and record oh8crvutiuns. Include a description o ani discharge occurring.til) prey iously unidenn lied discharge. anp control mcasurc needing repair.and any nunconlpl lance obsarred. Ilse Niel: 0 Ibrm or ndd add ionu.l sheets. II'necessary. Area Deficiencies noted Corrective action taken Date completed Pressure wash Boat and trailer storage Vehicle access andparking Material storage Dumpsters Engine Maintenance B lasting,sand i ng ,painting l General Yard Other (specify) I 24 ATTACHMENT 5 SWPPP QUARTERLY MONITORING LOG AND ASSESSMENT REPORTS 4 • SWPPP QUARTERLY VISUAL MONITORING LOG Brewer Hawthorne Cove Outfall Number Date/time Runoff or snowmelt? Name of observer(print): Lvov quarter.visua.113 inspect snaIII wolHr uLit f II ls,during due light hours and trithin 30 minutes alio sun no;mor begins to runoff Col tact a grab sample 1111 ubservat ion. and record Ihem below. Fol lots up wish corrective actions taken. iranv. Use back of lotto ur attach additional sheets.if oecessuy. Inchesofrain______ Days since lastmeasurablerain(3dayminimum) What did you see? Description Potential Source Corrective Action Material floating on water Solids settling to bottom of container Solids suspended inwater OilorGrease Discoloration of water Turbidity (cloudy or clear?) w Foam or suds Odor(gas,oi],antifreeze) Otherconditions Signature:--------------- Title_ Date: 25 i Quarterly Visual Assessment Reports Record copies ofquarterly visual assessment reports for the facility are to be appended to the SWPPP in this section. An example report is included for reference. I 1 I i _.I - i J MSGP Quarterly Visual Assessment Form (Complete a separate form for each outfall you assess) -Name of Facility: Brewer Hawthorne Cove Marina NPDES Tracking No. Insert Tracking No. ,utfall Name:Harbor "Substantially Identical Outfalf7 ❑No ❑ Yes (identify substantially identical outfalls): Person(s)rritle(s)collecting sample:Namerritle Person(s)rritle(s)examining sample:Name/ritle Date&Time Discharge Began: Date&Time Sample Collected: Date&Time Sample Examined: Enter date and time Enter date and time Enter date and time Substitute Sample? ❑No ❑ Yes(identify quarterlyear when sample was originally scheduled to be collected): Nature of Discharge:❑ Rainfall ❑ Snowmelt If rainfall: Rainfall Amount: No of Previous Storm Ended>72 hours ❑ Yes ❑ No' (explain): inches inches Before Start of This Storm? Parameter Color ❑ None []Other (describe): Odor ❑ None ❑ Musty ❑ Sewage ❑ Sulfur ❑ Sour ❑Petroleum/Gas ❑ Solvents ❑ Other(describe): Clarity ❑ Clear ❑ Slightly Cloudy ❑ Cloudy ❑ Opaque ❑ Other Floating Solids ❑ No ❑Yes(describe): Settled Solids" ❑ No ❑Yes(describe): 0rouspended Solids ❑ No El Yes(describe): am(gently shake sample) ❑ No ❑Yes(describe): Oil Sheen ❑None ❑ Flecks ❑Globs ❑Sheen ❑Slick ❑Other(describe): Other Obvious Indicators ❑ No ❑Yes(describe): of Stormwater Pollution 'The 72-hour interval can be waived when the previous storm did not yield a measurable discharge or if you are able to document(attach applicable documentation) that less than a 72-hour interval is representative of local storm events during the sampling period. "Observe for settled solids after allowing the sample to sit for approximately one-half hour. Detail any concerns,additional comments,descriptions of pictures taken,and any corrective actions taken below(attach additional sheets as necessary).Insert details Certification by Facility Responsible Official(Refer to MSGP Subpart 11 Appendix B for Signatory Requirements) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those _. persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. .Name: B.Title: ,C.Signature: D.Date Signed: J JBrewer Hawthorne Cove Marina MSGP Additional Documentation ATTACHMENT 6 NPDES FORM 6100-28 ANNUAL REPORT FORM Multi-Sector General Permit (MSGP) • Appendix 1 - Annual Report Form Part 7.1 requires you to use the NPDES eReporting Tool, or"NeT", to prepare and submit your Annual Report. However, if you are given a waiver by the EPA Regional Office to use a paper annual report form, and you elect to use it,you must complete and submit the following form. 1-1 of 6 • NPDES UNITED STATES ENVIRONMENTAL PROTECTION AGENCY FORM ,EPA WASHINGTON,DI CHARD Form Approved. 6700-28 ANNUAL REPORT THE NPOES THE PDESRGESASECTOR GENERAL DMB NO.2040-0004 \ INDUSTRIAL ACTIVITY UNDER THE NPDES THE NPDES MULTI-SECTOR GENERAL PERMIT A.Approval to Use Paper Annual Report Form I.Have you been granted a waiver from electronic reporting from the EPA Regional Office*? ❑YES ❑NO If yes,check which waiveryou have been granted,the name of the EPA Regional Office staff person who granted the waiver,and the date of approval: Waiver granted: ❑ The owner/operator's headquarters is physically located in a geographic area(i.e.,ZIP code or census tract)that is identified as under-served for broadband Internet access in the most recent report from the Federal Communications Commission. ❑ The owner/operator has issues regarding available computer access or computer capability. Name of EPA staff person that granted the I I I I I I I I I I I waiver: Date approval obtained: 'Note:You are required to obtain approval from the applicable EPA Regional Office prior to using this paper annual report form.If you have not obtained a waiver,you must file this form electronically using the NPDES elleporting Tool(NeT)at http:l/water.epa.gov/`polwasfe/`npdes/sformwater/Stormwafer. eNOI-System-for-E PAs-Multi Sector-General-Permit.cfm B.Permit Information 1.NPDES ID: C.Facility Information 1.Facility Name: I II I I I I I I I I I I I I I 2,Facility Phone: I I I I-I I I I- L1I I I Ext. J 3.Facility Mailing Address: Street Iillllllllllllllllllllllllllllll City I I I I I I I A I I I I I State: LU CodZIP e I I County or Similar Government Subdivision: I I I I I I I I I I I 4.Point of Contact: First Name,Middle Initial,Last Name: I Ll I I I I I I I I I I I I I I I I I I I D.General Findings 1.Provide a summary of your past year's routine facility Inspection documentation(see Part 3.1.2 of the permit).In addition,If you are an operator of an airport facility(Sector S)that is subject to the airport effluent limitations guidelines,and are complying with the MSGP Pad B.S.8.1 effluent limitation through the use of non-urea-containing deicers,provide a statement certifying that you do not use pavement delcers containing urea(e.g.,"Urea was not used of (name of airport)for pavement deicing in the past year and will also not be used in 2015."(Note:Operators of airport facilities that are complying with Part 8.5.8.1 by meeting the numeric effluent limitation for ammonia do not need to include this statement.) EPA FORM 6100-28(Revised 6-2015) Page 1 of 5 2.Provide a summary of your past year's quarterly visual assessment documentation(see Part 3.2.2 of the permit). 3. For any four-sample(minimum)average benchmark monitoring exceedonce,if offer reviewing the selection,design,installation,and implementation of your control measures and considering whether any modifications are necessary to meet the effluent limits in the permit,you determine that no further pollutant reductions are technologically available and economically practicable and achievable in light of best industry practice,provide your rationale for why you believe no further reductions are achievable(see Part 6.2.1.2 of the permit).Enter"NA"if not applicable. 1 4.Provide a summary of your post year's corrective action documentation(See Part 4.4 of the permit).(Note:If corrective action is not yet completed at the time of submission of this annual report,you must describe the status of any outstanding corrective action(s).)Also describe any incidents of noncompliance in the post year or currently ongoing,or if none,provide a statement that you are in compliance with the permit. u EPA FORM 6100-28(Revised 6-2015) Page 2 of 5 • E.Cedification Information I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. First Name,Middle Initial,Last Name: 1 1 1 1 1 1 1 U ( I I I I I I I I I Ttle: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Signature: Date: II/M/1 I I I J E-mail: U IIIIIIIIIIIIIIIIIIIIIIIIIIIIII EPA FORM 6100-28(Revised 6-2015) Page 3 of 5 Instructions for Completing the Annual Report Form Annual Report for Stormwater Discharges Associated with Industrial Activity Under an NPDES General Permit Who Must File an Annual Report Section F.Certification Information Operators must submit an Annual Report to EPA electronically, per The Annual Report must be signed by a person described below,or Part 7.5, by January 30m for each year of permit coverage by a duly authorized representative of that person. containing information generated from the past calendar year. For a corporation: By a responsible corporate officer. For the Completing the Form purpose of this Section,a responsible corporate officer means: To complete this form,type or print, using uppercase letters,in the (i) a president, secretary, treasurer, or vice-president of the appropriate areas only.Please place each character between the corporation in charge of a principal business function,or any other marks. Abbreviate if necessary to stay within the number of person who performs similar policy-or decision-making functions for characters allowed for each item. Use only one space for breaks the corporation,or(ii)the manager of one or more manufacturing, between words, but not for punctuation marks unless they are production, or operating facilities, provided, the manager is needed to clarify your response. Please submit original document authorized to make management decisions which govern the with signature in ink-do not send a photocopied signature. operation of the regulated facility including having the explicit or Section A.Approval to Use Paper Annual Report Form implicit duty of making major capital investment recommendations, You must indicate whether you have been granted a waiver from and initiating and directing other comprehensive measures to electronic reporting from the EPA Regional Office. Note that you assure long-term environmental compliance with environmental are not authorized to use this paper form unless the EPA Regional laws and regulations; the manager can ensure that the necessary Office has approved its use. Where you have obtained approval systems are established or actions taken to gather complete and to use this form, indicate the waiver that you have been granted, accurate information for permit application requirements; and the name of the EPA staff person who granted the waiver,and the where authority to sign documents has been assigned or delegated date that approval was provided. See to the manager in accordance with corporate procedures. htto�//wafer eoa aov/oolwaste/nodes/stormwater/Stormwater- For a partnership or sole proprietorship:By a general partner or the Contacts.cfm for a list of EPA Regional Office contacts. proprietor,respectively;or Section B.Permit Information For a municipality, state, federal, or other public agency: By either Provide the NPDES ID (i.e., NOI tracking number) assigned to your a principal executive officer or ranking elected official.For purposes facility. of this Part, a principal executive officer of a federal agency Section C.Facility Information includes(i)the chief executive officer of the agency,or(ii)a senior executive officer having responsibility for the overall operations of a Enter the official or legal name, phone number, and complete principal geographic unit of the agency (e.g., Regional street address,including city,state, ZIP code,and county or similar Administrator of EPA). Include the name and title of the person government subdivision,for the facility that is covered by the NPDES signing the form and the.date of signing. ID identified in Section B.If the facility lacks a street address,indicate the general location of the facility (e.g., Intersection of State A person is a duly authorized representative only if: .Highways 61 and 34).Also provide a point of contact name for the 1.The authorization is made in writing by a person described above; facility. Section D.General Findings 2.The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or To complete this section you must provide the following information activity such as the position of plant manager,operator of a well or in your annual report: a well field,superintendent, position of equivalent responsibility, or 1. A summary of your past year's routine facility inspection an individual or position having overall responsibility for documentation required by Part 3.1.2 of the permit. environmental matters for the company, (A duly authorized representative may thus be either a named individual or any 2. A summary of your past year's quarterly visual assessment individual occupying a named position.)and documentation required by Part 3.2.2 of the permit. 3. The written authorization is submitted to the Director. 3. If,after finding the average of your four monitoring values for any pollutant exceeds the benchmark,you decide no further An unsigned or undated Annual Report. form be considered pollutant reductions are technologically available and incomplete. economically practicable and achievable in light of best Paperwork Reduction Act Notice industry practice,your rationale for why you believe no further reductions are achievable. Public reporting burden for this form is estimated to average 2.5 4. Information copied or summarized from the corrective action hours per response, including time for reviewing instructions, documentation required per Part 4.4 (if applicable). If searching existing data sources, gathering and maintaining the corrective action is not yet completed at the time of data needed, and completing and reviewing the collection of information.An agency may not conduct or sponsor,and a person submission of this Annual Report,you must describe the status is not required to respond to, a collection of information unless it of any outstanding corrective action(s). You must also displays a currently valid OMB control number. Send comments describe any incidents of noncompliance in the past year or regarding the burden estimate,any other aspect of the collection currently ongoing,or if none,provide a statement that you are of information,or suggestions for improving this form,including any in compliance with the permit. suggestions which may increase or reduce this burden to:Director, Collection Strategies Division,U.S.Environmental Protection Agency (2822T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number of this form on any correspondence. Do not send the completed Annual Report form to this address. EPA FORM 6100-28(Revised 6-2015) Page 4 of 5 Instructions for Completing the Annual Report Form Annual Report for Stormwater Discharges Associated with Industrial Activity Under an NPDES General Permit Submitting Your Form For Overnight/Express Mail Delivery: If you have been granted a waiver from your Regional Office to Stormwoter Notice Processing Center submit a paper Annual Report form, you must send your Annual William Jefferson Clinton East Building-Room 7420 Report form by mail to one of the following addresses: ATTN:2015 MSGP Reports For Regular U.S.Mail Delivery: U.S.EPA 1201 Constitution Avenue,NW Stormwoter Notice Processing Center Washington,DC 20004 Mail Code 4203M,ATTN:2015 MSGP Reports U.S.EPA Visit this website for instructions on how to submit electronically: 1200 Pennsylvania Avenue, NW htfo://water.epa.aov/polwaste/nodes/stormwater/Sformwater- Washington,DC 20460 eNOI-System-for-EPAs-Multisector-General-Permit.cfm • EPA FORM 6100-28(Revised 6-2015) Page 5 of 5 ATTACHMENT 7 NPDES FORM 3510-7 NOTICE OF TERMINATION i Multi-Sector General Permit (MSGP) Appendix H - Notice of Termination(NOT) Form Part 7.1 requires you to use the NPDES eReporting Tool, or "NeV, to prepare and submit your Notice of Termination (NOT). However,if you are given a waiver by the EPA Regional Office to use a paper NOT form, and you elect to use it,you must complete and submit the following form. • H-1 of 5 NPDES e' UNITED STATES ENVIRONMENTAL PROTECTION AGENCY FORM \_,EPA WASHINGTON,DC 20460 Form Approved. 3510-7 NOTICE OF TERMINATION(NOT)FOR STORMWATER DISCHARGES ASSOCIATED OMB No.2040-0004 WITH INDUSTRIAL ACTIVITY UNDER THE NPDES MULTI-SECTOR GENERAL PERMIT Submission of this Notice of Termination constitutes notice that the operator identified in Section C of this form is no longer authorized to discharge pursuant to the NPDES Multi-Sector General Permit)MSGP)from the facility identified in Section D of this form.All necessary information must be included on this form.Refer to the instructions at the end of this form. A.Approval to use Paper NOT Form 1.Have you been granted a waiver from electronic reporting from the Regional Office'? ❑YES ❑NO If yes,check which waiveryou have been granted,the name of the EPA Regional Office staff person who granted the waiver,and the date of approval: Waiver granted: ❑ The owner/Operator's headquarters is physically located in a geographic area)i.e.,ZIP code or census tract)that is identified as under-served for broadband Internet access in the most recent report from the Federal Communications Commission. ❑ The owner/operator has issues regarding available computer access or computer capability. Name of EPA staff person that gronfed fhe waiver: I I I I I Date approval obtained: M/1 11/ I L_L�L_LJ -Note:You are required to obtain approval from the applicable Regional Office prior to using this paper NOT form.If you have not obtained a waiver,you must file this form electronically using the NPDES eReporling Tool(NeT)at htfp�//water.epa.gov/`polwoste/npdes/stormwater/`Stoter-eNOI-Svsiem-for. EPAs-MultiSeclor-General-Permit cim B.Permit Information I.NPDES ID: L I I I I I I I I I 2. Reason for Termination)check one only): • ❑ A new owner or operator has taken over responsibility for the facility. ❑ You have ceased operations at the facility,there are not or no longer will be discharges of stormwater associated win industrial activity from the facility,and you have already implemented necessary sediment and erosion controls as required by Pari 2.1.2.5. ❑ You are a Sector G,IT or J facility and you have met the applicable termination requirements. ❑ You obtained coverage under an individual or alternative general permit forall discharges required to be covered by an NPDES permit. C.Facility Operator Information i. Operator Name: 2. Mailing Address: Street: I I I I I ILl City: I I I I I I I I I I I I State: W ZIP Code: I 3. Phone: - - J Ext. 4. E-mail: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII D.Facility Information I. Facility Name: I I I I I I 2. Facility Address: Street: I I I I I I I City: I I I I I I I I I I I I I State: W ZIP Code: I I I I I -L_LJ�LJ . County or similar government subdivision: EPA FORM 3510-7(Revised 06-2015) Page 1 of 4 E.Certification Information I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,fine,accurate,and complete.t am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. First Name,Middle V I I I A Lf l l l l l l l l l l Initial,Last Name: I u Lf Title: LL I I I I I I I I I Signature: Date: W/W/1 I III E-mail: L I I I I I I EPA FORM 3510-7(Revised 06-2015) Page 2 of 4 • Instructions for Completing EPA Form 3510-7 Notice of Termination for Stormwater Discharges Associated with Industrial Activity Under the NPDES Multisector General Permit NPDES Form Date(06/15) This Form Replaces From 3510-7(09/08) Form Approved OMB No.2040-0004 Who May File Notice of Termination(NOT)Form Section D.Facility Information Permittees currently covered by EPA's NPDES Stormwater Multi- Enter the official or legal name and complete street address, Sector General must submit a Notice of Termination (NOT)within including city,state, ZIP code,and county or similar government 30 days after one or more of the following conditions have been subdivision of the facility. If the facility lacks a street address, met: indicate the general location of the facility (e.g., Intersection of • A new owner or operator has assumed responsibility for the State Highways 61 and 34).Complete facility information must be facility; provided for termination of permit coverage to be valid. • You have ceased operations at the facility and there are not or no longerwill be discharges of stormwater associated with Section E.Certification Information industrial activity from the facility and you have already All NOTs must be signed as follows: implemented necessary sediment and erosion controls per For a corporation: By a responsible corporate officer. For the Part 2.1.2.5; purpose of this Section, a responsible corporate officer means: • You are a Sector G, H, or J facility and you have met the (i)a president, secretary, treasurer, or vice-president of the applicable termination requirements;or corporation in charge of a principal business function, or any • You obtained coverage under an individual or alternative other person who performs similar policy- or decision-making general permit for all discharges required to be covered by functions for the corporation,or(ii) the manager of one or more on NPDES permit. manufacturing, production, or operating facilities, provided, the See the MSGP Part 1.3.3 for more information. manager is authorized to make management decisions which govern the operation of the regulated facility including having Completing the Form the explicit or implicit duty of making major capital investment To complete this form,type or print,using uppercase letters,in the recommendations, and initiating and directing other appropriate areas only. Please place each character between comprehensive measures to assure long-term environmental the marks. Abbreviate if necessary to stay within the number of compliance with environmental laws and regulations; the characters allowed for each item.Use only one space for breaks manager can ensure that the necessary systems are established • between words, but not for punctuation marks unless they are or actions taken to gather complete and accurate information needed to clarify your response.Please submit original document for permit application requirements;and where authority to sign with signature in ink do not send a photocopied signature. documents has been assigned or delegated to the manager in Section A.Approval to Use Paper NOT Form accordance with corporate procedures. You must indicate whether you have been granted a waiver from For a partnership or sole proprietorship: By a general partner or electronic reporting from the EPA Regional Office.Note that you the proprietor,respectively;or are not authorized to use this paper NOT form unless the EPA For a municipality,state,federal,orotherpublic agency:By either Regional Office has approved its use. Where you have obtained a principal executive officer or ranking elected official. For approval to use this form,indicate the waiver that you have been purposes of this Part, a principal executive officer of a federal granted, the name of the EPA Regional Office staff person who agency includes (i) the chief executive officer of the agency,or granted the waiver, and the date that approval was provided. (ii) a senior executive officer having responsibility for the overall See operations of a principalgeographic unit of the enc htto://water.eoa.aov/oolwaste/nodes/stormwater/Stormwater- p p p agency (e9- Contacts.cfm for a list of EPA Regional Office contacts. Regional Administrator and EPA).Include the name and title of the person signing the form and the date of signing. Section B.Permit Information Include the name, title, and email address of the person signing Enter the existing NPDES ID(i.e.,NOI tracking number)assigned to the form and the date of signing.An unsigned or undated NOT your permit authorization. form will not be considered valid termination of permit coverage. Indicate your reason for submitting this Notice of Termination by Paperwork Reduction Act Notice checking the appropriate box. Check only one box (see MSGP Public reporting burden for this Notice of Termination is estimated Part 1.3.3 for more information). to average 0.5 hours, including time for reviewing instructions, Section C.Facility Operator Information searching existing data sources, gathering and maintaining the Provide the legal name of the person, firm, public organization, data needed, and completing and reviewing the collection of or any other entity that operates the facility described in this NOT. information.Send comments regarding the burden estimate,any An operator of a facility is the legal entity that controls the other aspect of the collection of information, or suggestions for operation of the facility.Refer to A improving this form, including any suggestions which may p ir" he open t of the permit for the increase or reduce this burden to:Director,Collection Strategies definition of"operator". Provide the operator's mailing address, Division, U.S. Environmental Protection Agency (2822T), 1200 phone number,and e-mail. Pennsylvania Ave.,NW,Washington,D.C.20460.Include the OMB control number of this form on any correspondence.Do not send the completed NOT form to this address. • EPA FORM 3510-7(Revised 06-2015) Page 3 of 4 • Instructions for Completing EPA Form 3510-7 Notice of Termination for Stormwater Discharges Associated with Industrial Activity Under the NPDES Multisector General Permit NPDES Form Date(06/15) This Form Replaces From 3510-7(09/08) Form Approved OMB No.2040-0004 Submitting Your Form For Overnight/Express Mail Delivery: If you have been granted a waiver from your Regional Office to Stormwater Notice Processing Center submit a paper NOT form,you must send your NOT by mail to one William Jefferson Clinton East Building-Room 7420 of the following addresses: ATTN:2015 MSGP Reports For Regular U.S.Mail Delivery: U.S.EPA1201 Constitution Avenue,NW Stormwater Notice Processing Center Washington,DC 20004 Mail Code 4203M,ATTN:2015 MSGP Reports U.S.EPA Visit this website for instructions on how to submit electronically: 1200 Pennsylvania Avenue,NW htfp://water.epa.gov/oolwaste/npdes/stormwaterZStormwafer- Washington,DC 20460 eNO1-System-for-EPAs-MultiSector-General-Permit cfm • • EPA FORM 3510-7(Revised 06-2015) Page 4 of 4 ATTACHMENT 8 NPDES FORM 6100-29 DISCHARGE MONITORING REPORT Multi-Sector General Permit (MSGP) • Appendix M - Discharge Monitoring Report(DMR) Form Part 7.1 requires you to use the electronic NetDMR system to prepare and submit your Discharge Monitoring Report (DMR) form. However, if you are given approval by the EPA Regional Office to use a paper DMR form, and you elect to use it,you must complete and submit the following form. • Page M-1 of 8 NPDES UNITED STATES ENVIRONMENTAL PROTECTION AGENCY FORM `r►,EPA WASHINGTON,DC 20460 Form Approved. 6100-29 MSGP INDUSTRIAL DISCHARGE MONITORING REPORT(DMR)FORM OMB No.2040-0004 A.Approval to Use Paper DMR Form I.Have you been granted a waiver from electronic reporting from the EPA Regional Office'? ❑YES ❑NO If yes,check which waiver you have been granted,the name of the EPA Regional Office staff person who granted the waiver,and the date of approval: Waiver granted: - ❑ The owner/operator's headquarters is physically located in a geographic area(i.e.,ZIP code or census trach that is identified as under-served for broadband Internet access in the most recent report from the Federal Communications Commission. ❑ The owner/operator has issues regarding available computer access or computer capability. Name of EPA staff person that granted the waiver. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Dote approval obtained: M/1 11/lL_1 1 1 1 *Note:You are required to obtain approval from the applicable EPA Regional Office prior to using this paper DMR form.If you have not obtained a waiver,you must file this form electronically using the NetDMR at hft//www.eoa.aov/netdmr/ B.Permit Information 1.NPDES ID: I I I I I I I 11 I 2.Reason(s)for Submission(Check all that applyl: ❑ Submitting monitoring data(Fill in all Sections). ❑ Reporting no discharge for all outfalls for this monitoring period(Fill in Sections A,B,C,D,EA,and G(. ❑ Reporting that your site status has changed to inactive and unstaffed(Fill in Sections A,B,C,D,and F and include date of status change in comment field in Section F.4(. ❑ Reporting that your site status has changed to active(Fill in all Sections and include date of status change in comment field in Section F.4). Reporting that no further pollutant reductions are achievable for all oufffalls and for all pollutants via Pad 6.2.1.2 of the MSGP(Fill in Sections A,B,C,D, and G). C.Facility Operator Information 1.Operator Information Operator Name: I I I I I I Mailing Address: Street: � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII City: I I I _ I I ( I I I I I I I State: W ZIP Code: Phone: - - Ext. J E-mail: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2.DMR Preparer(Complete if DMR was prepared by someone other than the certifier): First Name,Middle Initial,Last Name: 1111111111111 I LJ 11 11 11 11 I I III I 1111 LH Organization: IIIIIIIIIIIIIIIII Phone: - - Ext. J E-mail: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EPA FORM 6100-29 Page 1 of 7 .facility Information Facility Name: LLJIII I I I I I I I I I I I I I I I I I I I I I I I I11 2.Facility Address: Street/Location: I I I I I I I I I City. I I I I I I I I I I I I State: I_I J ZIP Code: L_L_L_L.LJ-LL1JJ County or Similar Government Subdivision: E.Discharge Information 1.Identify monitoring period: ❑ Check here if proposing alternative monitoring periods due to irregular stormwater runoff.Identify alternative monitoring schedule and indicate forwhich alternative monitoring period you are reporting monitoring data: ❑ Quarter I (January I-March 31) ❑ Quarter 1: From I/W To W/H ❑ Quader 2(April 1-lune 30) ❑ Quarter 2: From I/W To W/W ❑ Quarter (July I-September 30) ❑ Quarter 3: From W/W To W/W ❑ Quarter 4.(October 1-December 31) ❑ Quarter 4: From II/W To W/W 2.Are you required to monitor for cadmium,copper,chromium,lead,nickel,silver,or zinc in freshwater? ❑Yes(Skip to 3) ❑No(Skip to 4) 3.What is the hardness level of the receiving water? I I I I I (mg/L) 4.Does your facility discharge into any saltwater receiving waters?❑Yes ❑No • • EPA FORM 6100-29 Page 2 of 7 UNITED STATES ENVIRONMENTAIL PROTECTION AGENCY ASHINGTON,DC 2040 EPA MSG?INDUSTRIAL DISCHARGE MON O6RING REPORT(DMR) Form Approved.OMB No.2040-0004 F.Monitoring Information Note:Make additional copies oShls form as Possessory. I.Nature of Discharge: ❑Hall(C.mpl.re line Items 2a..2.b..32c.) ❑Snowmelf 2.o.Duration of therainfall event(hours): W 2b.Rainfall amount(inches): W u 2n.Time since previous measurable storm event(days): 3.a.Ouftall ID 3.tl. 34.Exceedance 3.k No further PISS the same 3- 3.b.Check if Any OuMalls So. Mont 3.e. 3.1.puolilyw 3.h.Results duefonatural p.Rd.n! tliglt oaMalls are Substantially Identical Check 11No Type ORM, 3.e.Parameter Concentration 3.g.Units Description 3.1.Collection Date bockgmrnd reduction, iderdined on to Other Ouifollz Listed Discharge EEG.SIT.1.0' pellufanl levels achlevable4 the NON form) ❑ ❑ ❑ ❑Substantially identical El ❑ ❑ to outfall:_ . ❑Substanfiolry klenikal ❑ ❑ ❑ to outlalL ❑Sobzfanrially identrad ❑ El El outfall:_ ❑Sobstantiaov identical El El El ouHall: ❑Substantially identical El ❑ El outfall:_ ❑Substantially idenfaal ❑ ❑ ❑ to ounall: ❑substantially identical ❑ ❑ El outtoll: '(ORM)-Quarterly benchmark monitoring:(ELG)-Annual effluent limitotrom guidelines monilonng:ISR)-Slate-or tribalapecifc monitoring:III-Impaired wafers monitoring:(0)-Other monitoring as required by EPA d.Comment and/or&planation of Any Violators(Reference all affachmenls here) EPA FORM 6100-29 Page 3 of 7 • G.Certification certify under penalty of law that this document and all attachments were prepared under my direction or supervision In accordance with a system designed to assure that qualified personnel property gathered and evaluated the information submitted Based on my inquiry of the person or persons who manage the system,or those persons directly responsible far gathering the Informal on,the information submitted isto the best of my,knowledge and belief.trueaccurate,and completel am aware that there are significant penalties for submitting false information,including the possibility of'no and imprisonment for knowing violations. First Name,Middle Initial,last LL IU I Name: htla: V I I I Signature: Date: W f M f LLW V I I I Email. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EPA FORM 6100-29 Page 4 of 7 • Instructions for Completing EPA Form 6100-29 Discharge Monitoring Report(DMR)for Stormwater Discharges Associated with Industrial Activity Under the NPDES Multisector General Permit NPDES Form Date(06/15) Form Approved OMB No.2040-0004 Who Must Submit A Discharge Monitoring Report to EPA? Reporting that no further reductions are achievable for all Facilities covered under the Multi-Sector General Permit (MSGP or outfalls and for all pollutants via Part 6.2.1.2 of the permit: permit) that are required to monitor pursuant to Parts 6.2 and 8 of Indicates that you have determined that no further pollutant the permit must submit Discharge Monitoring Reports (DMRs) reductions are technologically and economically practicable consistent with the reporting requirements specified in Part 7.1 of in light of best industry practice to meet the technology-based the permit. effluent limits or are necessary to meet the water-quality-based effluent limitations in Parts 2 of the permit(See Part 6.2.1.2 of the Completing the Form permit for more information). If you select this reason you are Obtain and read a copy of the 2015 MSGP, viewable at required to complete Sections A,B,C,D and G.However,if you httl2://water.epa.gov/r)olwaste/nodes/stormwater/EPA-Multi- can make this finding for some outfalls and pollutants, but not Sector-General-Permit-MSGP cfm. To complete this form, type or for others, you cannot select this reason: you will instead be print,using uppercase letters,in the appropriate areas only.Please able to identify which outfalls and which pollutants you can place each character between the marks.Abbreviate if necessary make this finding for in Section F. to stay within the number of characters allowed for each item.Use Section C.Facility Operator Information. only one space for breaks between words,but not for punctuation marks unless they are needed to clarify your response. Please Provide the legal name of the person, firm, public organization, or submit original document with signature in ink - do not send a any other entity that operates the facility for which this DMR is being photocopied signature.Photocopy your DMR form for your records submitted.An operator of a facility is the legal entity that controls before you send the completed original form to the appropriate the operation of the facility.Refer to Appendix A of the permit for address. the definition of"operator". Provide the operator's mailing address, phone number,and e-mail.The operator information in this Section Section A.Approval to Use Paper DMR Form should match the operator information provided on your NOI form. You must indicate whether you have been granted a waiver from Provide the name, organization, phone number,an email address electronic reporting from the EPA Regional Office. Note that you for the person who prepared this DMR form. are not authorized to use this paper DMR form unless the EPA Regional Office has approved its use. Where you have obtained Section D.Facility Information approval to use this form, indicate the waiver that you have been Enter the official or legal name and complete street address, granted,the name of the EPA staff person who granted the waiver, including city, state, ZIP code, and county or similar government and the date that approval was provided. See subdivision of the facility. If the facility locks a street address, hhht�://wofer.epa.aov/polwoste/nodes/stormwater/EPA-Multi- indicate the general location of the facility (e.g., Intersection of Sector-General-Permit-MSGP.cfm for a list of EPA Regional Office State Highways 61 and 34).Complete facility information must be contacts. provided for permit coverage to be granted. The facility Section B.Permit Information information in this Section should match the facility information Provide the NPDES ID (i.e., NOI tracking number) assigned to the provided on your NOI form. facility for which this DMR is being submitted. Section E.Discharge Information. Indicate your reason(s) for submitting this DMR by checking all Indicate the appropriate monitoring period (Quarter 1, 2, 3, or 4) boxes that apply.The reasons for submission are defined as follows: covered by the DMR. "Alternative" monitoring periods can apply to facilities located in and and semi-arid climates,or in areas subject • Submitting monitoring data: For each storm sampled, submit to snow or prolonged freezing. To use alternative monitoring one DMR form with data for all outfalls sampled. Select this periods, you must provide a revised monitoring schedule here. If reason even if you only have monitoring data for some of your using alternative monitoring periods, identify the first day of the outfalls (i.e., some outfalls did not discharge). If you select this monitoring period through the last day of the monitoring period for reason you are required to complete all Sections of the form. each of the four periods. The dates should be displayed as month • Reporting no discharge for all outfalls for this monitoring period: (Mo) /day (Day). See Parts 6.1.6 and 6.1.7 of the permit for more Indicates that there were no discharges from all outfalls during information. this monitoring period. If you select this reason you are only required to complete Sections A, 8,C,D,E.1,and G. If you are submitting benchmark monitoring data, identify if your • Reporting that your site status has changed to inactive and facility is required to collect benchmark samples for one or more unstaffed: Indicates that your facility is currently inactive and hardness-dependent metals (i.e., cadmium, copper, lead, nickel, unstaffed (See Part 6.2.1.3 of thepermit for more information). silver, and zinc). If you select "yes" to this question provide the If you select this reason you are only required to complete hardness level of the receiving water (in mg/L)). If you select "no" Sections A,B,C,D,and F and include date of status change in to this question,you must identify if your facility discharges into any comment field in Section F.4 saltwater receiving waters. • Reporting that your site status has changed from inactive to active: Indicates that your facility is currently active (See Part 6.2.1.3 of the permit for more information). If you select this reason you are required to complete all Sections of the form and include date of status change in the comment field in Section F.4. EPA FORM 6100-29 Page 5 of 7 Instructions for Completing EPA Form 6100-29 Discharge Monitoring Report(DMR)for Stormwater Discharges Associated with Industrial Activity Under the NPDES Multi-Sector General Permit NPDES Form Date(06/15) Form Approved OMB No.2040-0004 F.Monitoring Information benchmark is attributable solely to the presence of that pollutant in For the reported monitoring event indicate whether the discharge the natural background for that outfall and any substantially was from a rainfall or snowmelt event. If you select"rainfall"then identical outfalls,or for impaired waters monitoring,the presence of indicate the duration(in hours)of the rainfall event,rainfall total(in the pollutant is caused solely by natural background. See Part inches)for that rainfall event,and time(in days)since the previous 6.2.1.2 and 6.2.4.1 of the permit for more information. measurable storm event in line items 2.a-c. For both rainfall and In 3.j .check the box if after collection of 4 quarterly samples (or snowmelt monitoring, you must identify the date of collection for sooner if the exceedance is triggered by less than 4 quarters of the monitoring event in column 3.i. of the table. If the discharge data), the average of the 4 monitoring values for any parameter occurs during a period of both rainfall and snowmelt, check both exceeds the benchmark and you have made the determination the rainfall and snowmelt boxes and report the appropriate rainfall that no further pollutant reductions are technologically available information in item 2.a-c. To report multiple monitoring events in the and economically practicable and achievable in light of best some reporting period, copy this form and enter each monitoring industry practice to meet the technology-based effluent limits or event separately with data for all outfalls sampled. are necessary to meet the wafer-quality-based effluent Identify all the outfalls from your facility that discharge stormwater. Where violations of the permit requirements are reported,include a Each outfall must be assigned a unique 3-digit number (e.g.,001, brief explanation to describe the cause and corrective actions 002,003(,and should match the outfalls identified on your NOI form. taken, and reference each violation by date. Also, this section If any outfalls are substantially identical,check the box in 3.b and should include any additional comments such as are required when identify the outfall that the outfall in 3.a is substantially identical to. changing site status from inactive and unstaffed to active or vice In 3.d-k,you only need to provide benchmark monitoring data for versa.Attach additional pages if you need more space. one of the outfalls. Attach additional copies of Section F as necessary to address all For any outfall for which there was no discharge during the outfalls and parameters. monitoring period,check the box in 3. Section G.Certification Information In 3.d,identify the type of monitoring using the specified codes, in DMRs must be signed by a person described below, or by a duly parentheses,below: authorized representative of that person. ICBM(-Quarterly benchmark monitoring For a corporation: By a responsible corporate officer. For the (ELG)-Annual effluent limitations guidelines monitoring; purpose of this Section,a responsible corporate officer means: • (S/T(-State-or Tribal-specific monitoring; • (1(-Impaired waters monitoring;or (i) a president, secretary, treasurer, or vice-president the • (O(-Other monitoring as required by EPA. corporation in charge of a principal business function, anyy other fu person who performs similar policy-or decision-making functions for In 3.e,enter each"parameter"(or"pollutant")monitored.For QBM the corporation,or(ii(the manager of one or more manufacturing, and ELG monitoring,use the some parameter name as in Part 8 of production, or operating facilities, provided, the manager is the permit. authorized to make management decisions which govern the operation of the regulated facility including having the explicit or In 3.f., enter a sample measurement value for each parameter implicit duty of making major capital investment analyzed and required to be reported. Enter "ND" (i.e., not recommendations, and initiating and directing other detected)for any sample results below the method detection limit comprehensive measures to assure long-term environmental or"BOL"(i.e.,below quantitation limit)for sample results above the complioncewith environmental laws and regulations;the manager detection limit but below the quantitation limit. can ensure that the necessary systems are established or actions In 3.g.,enter the units for sample measurement values(i.e., "mg/C, taken to gather complete and accurate information for permit for milligrams per liter) for each parameter analyzed and required application requirements; and where authority to sign documents to be reported. For monitoring results reported as ND or BQL this has been assigned or delegated to the manager in accordance space will be left blank and the units will be reported in Column 3.f. with corporate procedures. 3.h.must be completed for any monitoring results reported as ND or For a partnership or sole proprietorship:By a general partner or the BQL in the "Quality or Concentration"column. For ND, report the proprietor,respectively;or laboratory detection level and units in this column. For BOIL,report For a municipality,state, federal, or other public agency: By either the laboratory quantitation limit and units in this column. a principal executive officer or ranking elected official.For purposes In 3.i. identify the sampling date for each parameter monitoring of this Part a principal executive officer of a federal agency result reported on this form. includes(i( the chief executive officer of the agency,or(ii)a senior executive officer having responsibility for the overall operations of a 3.h. Exceedonce due to natural background pollutant levels: principal geographic unit of the agency (e.g., Regional Check box if following the first 4 quarters of benchmark monitoring Administrator of EPA(. Include the name and title of the person (or sooner if the exceedance is triggered by less than 4 quarters signing the form and the date of signing. of data) you have determined that the exceedance of the EPA FORM 6100-29 Page 6 of 7 Instructions for Completing EPA Form 6100-29 Discharge Monitoring Report(DMR)for Stormwater Discharges Associated with Industrial Activity Under the NPDES Multisector General Permit NPDES Form Date(06/15) Form Approved OMB No.2040-0004 A person is a duly authorized representative only if: Region 5 U.S.Environmental Protection Agency Region 5 1.The authorization is made in writing by a person described above; 77 West Jackson Boulevard(W N-16J) 2. The authorization specifies either an individual or a position Chicago,Illinois 60604 having responsibility for the overall operation of the regulated Attn:Brian Bell-Storm Water Coordinator facilityor activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent Region 6 responsibility,oran individual orposition having overall responsibility U.S.EPA,Region 6 MSGP DMRs for environmental matters for the company, (A duly authorized Water Enforcement Branch (6EN-WC) representative may thus be either a named individual or any 1445 Ross Avenue individual occupying a named position.)and Dallas,TX 75202 3. The written authorization is submitted to the Director. Region 7 An unsigned or undated DMR form be considered incomplete. Neal Gilbert U.S.Environmental Protection Agency,Region 7 Paperwork Reduction Act Notice Enforcement Coordination Office Public reporting burden for this form is estimated to average 7.25 11201 Renner Blvd hours per response, including time for reviewing instructions, Lenexa,KS 66219 searching existing data sources, gathering and maintaining the Region 8 data needed, and completing and reviewing the collection of U.S.EPA,Region 8(ENF-PJ) information.An agency may not conduct or sponsor,and a person Attention:DMR Coordinator is not required to respond to, a collection of information unless it displays a currently valid OMB control number. Send comments 1595 Wynkoop Street Denver,CO 80Street 29 regarding the burden estimate,any other aspect of the collection of information,or suggestions for improving this form,including any suggestions which may increase or reduce this burden to:Director, Region 9 Collection Strategies Division,U.S.Environmental Protection Agency Sandra Chew (2822T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. U.S.EPA Region 9 Include the OMB control number of this form on any Information Management Section,ENF-4-1 correspondence. Do not send the completed DMR form to this 75 Hawthorne Street - San Francisco,CA 94105 address. Submitting Your Form Region 10 If you have been granted a waiver from your Regional Office to U.S.EPA Region 10 submit a paper DMR form,you must send your DMR form by mail to Attn:NPDES Data Manager,OCE-101 one of the following addresses: 1200 Sixth Avenue,Suite 900 Seattle,WA 98101 Region 1 MSGP Discharge Monitoring Reports(OES4-SMR) EPA New England,Region 1 Visit this website for instructions on how to submit electronically: 5 Post Office Square-Suite 100 htto://`water.eoa.gov/oolwoste/nodes/"stormwaterZStormwater- Boston,MA 02109-3912 eNOI-System-for-EPAs-MultiSector-General-Permit.cfm Region 2 MSGP Discharge Monitoring Reports 290 Broadway DECA/CAPES/DMT 21 st Floor New York, NY, 10007-1866 Region 3 Nancy Ford U.S.EPA Region 3 1650 Arch Street Mail Code#3WP60 Philadelphia, PA 19103 • EPA FORM 6100-29 Page 7 of 7 ATTACHMENT 9 MULTI-SECTOR GENERAL PERMIT SUMMARY OF REPORTS PERMIT SUBMITTALS. Multi-Sector General Permit (MSGP) • Appendix O - Summary of Reports Permit Submittals Permit Section Report/Submittal Frequency Due Date(s) Where to Submit Endangered and Email to Threatened msaoesa@eoo.aov Species Appendix E Criterion C Eligibility Form At least 30 days Part (Applicable only Onceif applicable prior to submitting , 1.1.4.5 for operators the NOI for permit seeking coverage coverage under Part 1.1.4.5 eligibility criterion C). New Discharger: A minimum of 30 Electronically using Submittal of the NPDES dasrior to Part 1.2 Notice of Intent Once per permit term ypeReporting Tool (NOI)for Permit commencing (NeT) for MSGP discharge Coverage No later than Electronically using Existing Septemer2,2015. the NPDES Discharger- However,if you eReporting Tool Submittal of have not previously (NeT) for MSGP Part 1..2 Once per permit term obtained coverage • Notice of Intent under an NPDES (NOI) for Permit permit,you must Coverage submit your NOI immediately. Within 30 days Electronically using after: the NPDES • a new operator eReporting Tool takes over (NeT) for MSGP responsibility for the facility;or • operations and stormwater discharges have Notice of ceased;or Part 1.3 Termination Once,if applicable • for Sector G,H, or J facilities,the applicable termination requirements have been met; or • alternative permit coverage has been obtained Conditional"No Electronically using Part IA Exposure" If eligible,once every 5 years As necessary the NPDES Certification Form eReporting Tool (Net) for MSGP Page 0-1 of 3 Multi-Sector General Permit (MSGP) • Permit Report/Submittal Frequency Due Date(s) Where to Submit Section Routine Inspection At lBy the end of the Reports are kept Part 3.1.2 Documentation east quarterly quarter. with SWPPP Quarterly Visual By the end of the Reports are kept Part 3.2.2 Assessment At least quarterly quarter. with SWPPP Documentation • Document existence of Reports are kept corrective action with SWPPP condition within 24 hours of becoming aware of Corrective Action the condition Part 4.4 Documentation Document corrective As necessary actions taken or to be taken within 14 days from the time of discovery of the condition Develop initial Electronically using • Provide URL for SWPPP or SWPPP prior to the the NPDES provide SWPPP submittal of NOI eReporting Tool information directly on form. (NeT) for MSGP the NOI form. Update the SWPPP Update the on-site Stormwater information Part 5 Pollution SWPPP as site conditions included on URL or indicate.SWP.At minimum, ,• Part 7.3 Prevention Plan on NOI form,at a (SWPPP) the SWPPP must be minimum, no later modified based on than 45 days after corrective actions and conducting the deadlines required under final routine facility Part 4.2. inspection for the year. • 1/quarter for benchmark Within 30 days of Electronically Using monitoring NetDMR 1/year for numeric Part 6 Discharge receiving your full laboratory results Part 7.4 Monitoring Reports effluent limitation for all monitored (DMRs) monitoring outfalls during the " 1/year for impaired waters monitoring reporting period. Electronically using Part 7.5 Annual Report ]/year By January 30Th the NPDES eReporting Tool (NeT) for MSGP Follow-up monitoring 30 days after lab submitted results if 30-day Electronically using Exceedance follow-up NetDMR Part 7.6 Report for Numeric If applicable Effluent Limitations monitoirng Exceedance eporis indicates submitted directly exceedance to the EPA Regional Office listed in Part 7.9.1 of the permit Page 0-2 of 3 Multi-Sector General Permit (MSGP) Permit Report/Submittal Frequency Due Date(s) Where to Submit Section _ Additional Reporting (Noncompliance Part 7.7 endangering As necessary Varies-see Part 7.7 health,reportable quantity spills, etc.) . Page 0-3 of 3 Multi-Sector General Permit (MSGP) Appendix O - Summary of Reports Permit Submittals Permit Section Report/Submittal Frequency Due Date(s) Where to Submit Endangered and Email to Threatened msgoesa@eoa.aov Species Appendix E Criterion C Eligibility Form At least 30 days Part (Applicable only Once,if applicable prior to submitting 1.1.4.5 for operators the NOI for permit seeking coverage coverage under Part 1.1.4.5 eligibility criterion C). New Discharger: A minimum of 30 Electronically using Submittal of days prior to the NPDES Part 1.2 Notice of Intent Once per permit term eReporting Tool (NOI) for Permit commencing (NeT) for MSGP Coverage discharge No later than Electronically using Existing Septemer 2,2015. the NPDES Discharger: However,if you eReporting Tool Submittal of have not previously INeT) for MSGP Part 1.2 Once per permit term obtained coverage (NONotice of Intent under an NPDES Cov for Permit permit,you must Coverage submit your NOI immediately. Within 30 days Electronically using after: the NPDES • a new operator eReporting Tool takes over (NeT) for MSGP responsibility for the facility;or • operations and stormwater discharges have Notice of ceased;or Part 1.3 Termination Once,if applicable for Sector G,H, or J facilities,the applicable termination requirements have been met; or • alternative permit coverage has been obtained Conditional"No Electronically using Part 1.4 Exposure' If eligible,once every 5 years As necessary the NPDES Certification Form eReporting Tool (NeT) for MSGP Page O-t of 3 Multi-Sector General Permit (MSGP) Sect Perit Report/Submittal Frequency Due Date(s) Where to Submit Routine Inspection At least quarterly By the end of the Reports are kept Part 3.1.2 Documentation quarter. with SWPPP Quarterly Visual By the end of the Reports are kept Part 3.2.2 Assessment At least quarterly quarter. with SWPPP Documentation • Document existence of Reports are kept corrective action with SWPPP condition within 24 hours of becoming aware of Corrective Actionthe condition Part 4.4 Documentation ' Document corrective As necessary actions taken or to be taken within 14 days from the time of discovery of the condition Develop initial Electronically using • Provide URL for SWPPP or SWPPP prior to the the NPDES provide SWPPP submittal of NOI eReporfing Tool information directly on form. (NeT) for MSGP the NOI form. Update the SWPPP Update the on-site Stormwater information Part 5 Pollution SWPPP as site conditions included on URL or (SWPPP) the SWPPP must be indicate.At minimum, . Part 7.3 Prevention Plan on NOI form,at a minimum,no later modified based on than 45 days after corrective actions and conducting the deadlines required under final routine facility Part 4.2. inspection for the year. • 1/quarter for benchmark Within 30 days of Electronically using monitoring NetDMR g 1/year for numeric receiving your full Part b Discharge laboratory results Part 7.4 Monitoring Reports effluent limitation for all monitored (DMRs) monitoring 1/year for impaired outfalls during the wreporting period. waters monitoring Electronically using Part 7.5 Annual Report 1/year By January 30th the NPDES eReporfing Tool (NeT) for MSGP Follow-up monitoring 30 days after lab submitted results if 30-day Electronically using Part 7.6 Report for a Numeric If applicable Exc follow-up NetDMR or Effluent Limitations monitoirngindicates Exceedance eports exceedance submitted directly to the EPA Regional Office listed in Part • 1 1 1 17.9.1 of the permit Page 0-2 of 3 Multi-Sector General Permit (MSGP) Permit Section Report/Submittal Frequency Due Date(s) Where to Submit Additional Reporting (Noncompliance Part 7.7 endangering As necessary Varies-see Part 7.7 health,reportable quantity spills, etc.) Page 0-3 of 3 ATTACHMENT 10 MASS-GIS LOCUS NATURAL HERITAGE AND ENDANGERED SPECIES MAPPINGS Brewer Hawthorne Cove Marina, 10 White St., Salem, MA Page 1 of 1 Brewer Hawthorne Cove Marina. 10 White St., Salem, MA 3 e 4 °Iad e h R .✓ w — 16 MIT b J .rte t„ a +iy y , 20 d y _ http://maps.massgis.state.ma.us/temp/OL_MORIS.,print/1447603525.875597699.html 11/15/2015 Page 1 of 1 Parcels Level 3 Site Address Yellow Labels Parcels Level 3 0 Underground Storage Tanks Arem of Critical Envilnnmental Cortcem ACECs El NH ESP Priority Habitats of Rare SSaeC ies El 0 201 3-2014 ColorOrthos(USES) Tax Pcuv�ls for Ouery Detailed Features Tax Pnr¢ets SirULtU2$ htt,.•//mw�c m�emie etnta ma ne/tamn/OT N40PTP nrint/ldd7h0Z575 R75597AQQ IaoPnd 11/15!7(115 ATTACHMENT 11 FEDERALLY LISTED ENDANGERED AND THREATENED SPECIES FEDERALLY LISTED ENDANGERED AND THREATENED SPECIES IN MASSACHUSETTS COUNTY SPECIES FEDERAL GENERAL LOCATIONMABITAT TOWNS STATUS Piping Plover Threatened Coastal Beaches All Towns Roseate Tern Endangered Coastal beaches and the Atlantic Ocean All Towns Northeastern beach Threatened Coastal Beaches Chatham tiger beetle Barnstable Sandplain gerardia Endangered Open areas with sandy soils. Sandwich and Falmouth. Northern Red- Endangered Inland Ponds and Rivers Boume(north of the Cape Cod Canal) bellied Cooter Red Knot' Threatened Coastal Beaches and Rocky Shores,sand Coastal Towns and mud flats Northern Long- Proposed Winter-mines and caves, Summer—wide Statewide eared Bat Endangered variety of forested habitats Bog Turtle Threatened Wetlands Egremont and Sheffield Berkshire Northern Long- Proposed Winter-mines and caves,Summer—wide eared Bat Endangered variety of forested habitats Statewide Piping Plover Threatened Coastal Beaches Fairhaven,Dartmouth,Westport Roseate Tem Endangered Coastal beaches and the Atlantic Ocean Fairhaven,New Bedford,Dartmouth, Westport Northern Red- Endangered Inland Ponds and Rivers Taunton Bristol bellied Cooter Red Knot' Threatened Coastal Beaches and Rocky Shores,sand Coastal Towns and mud flats Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Roseate Tern Endangered Coastal beaches and the Atlantic Ocean All Towns Piping Plover Threatened Coastal Beaches All Towns Northeastern beach Threatened Coastal Beaches Aquinnah and Chilmark tiger beetle Dukes Sandplain gerardia Endangered Open areas with sandy soils. West Tisbury Red Knot' Threatened Coastal Beaches and Rocky Shores,sand Coastal Towns and mud flats Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered varietyof forested habitats • Updated 01/09/2015 FEDERALLY LISTED ENDANGERED AND THREATENED SPECIES 0 IN MASSACHUSETTS COUNTY SPECIES FEDERAL GENERAL LOCATIONIHABITAT TOWNS STATUS Small whorled Threatened Forests with somewhat poorly drained Gloucester,Essex and Manchester Pogonia soils and/or a seasonally high water table Gloucester,Essex,Ipswich,Rowley, Piping Plover Threatened Coastal Beaches Revere,Newbury,Newburyport and Essex Salisb Coastal Beaches and Rocky Shores,sand ury Red Knot Threatened and mud flats Coastal Towns Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Northeastern bulrushEndangered Wetlands Montague,Warwick Dwarf Franklin wedgem ssel Endangered Mill River Whately Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Small whorled Threatened Forests with somewhat poorly drained Hadley Pogonia soils and/or a seasonally high water table Sandy beaches along the Connecticut Puritan tiger beetle Threatened giver Northampton and Hadley mpshire Dwarf wedgemussel Endangered Rivers and Streams. Hatfield,Amherst and Northampton Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Small whorled Forests with somewhat poorly drained Pogonia Threatened soils and/or a seasonally high water table Southwick Hampden Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Small whorled Forests with somewhat poorly drained Pogonia Threatened soils and/or a seasonally high hi Groton g water table Middlesex Po Northern Long- Proposed Winter-mines and caves, Summer—wide Statewide eared Bat Endangered variety of forested habitats Piping Plover Threatened Coastal Beaches Nantucket Roseate Tem Endangered Coastal beaches and the Atlantic Ocean Nantucket American burying Endangered Upland grassy meadows Nantucket Nantucket beetle Red Knot' Threatened Coastal Beaches and Rocky Shores,sand Coastal Towns and mud flats [:!orthem Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Updated 01/09/2015 FEDERALLY LISTED ENDANGERED AND THREATENED SPECIES . IN MASSACHUSETTS COUNTY SPECIES FEDERAL GENERAL LOCATION/HABITAT TOWNS STATUS Piping Plover Threatened Coastal Beaches Scituate,Marshfield,Duxbury,Plymouth, Wareham and Matta oisett Northern Red- Kingston,Middleborough,Carver, bellied Cooter Endangered Wand Ponds and Rivers Plymouth,Bourne,Wareham,Halifax, and Pembroke Plymouth Roseate Tem Endangered Coastal beaches and the Atlantic Ocean Plymouth,Marion,Wareham,and Mattapoisett. Red Knot' Threatened Coastal Beaches and Rocky Shores,sand Coastal Towns and mud flats Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endan ered variety of forested habitats Piping Plover Threatened Coastal Beaches Revere,Winthrop Red Knot' Threatened Coastal Beaches and Rocky Shores,sand Coastal Towns Suffolk and mud flats Northern Long- Proposed Winter-mines and caves,Summer—wide Statewide eared Bat Endangered variety of forested habitats Small whorled Forests with somewhat poorly drained Threatened Leominster Pogonia I soils and/or a seasonally high water Ltable rcester Northern Long- Proposed Winter-mines and caves,Summer—wide eared Bat Endangered variety of forested habitats Statewide 'Migratory only, scattered along the coast in small numbers -Eastern cougar and gray wolf are considered extirpated in Massachusetts. -Endangered gray wolves are not known to be present in Massachusetts,but dispersing individuals from source populations in Canada may occur statewide. -Critical habitat for the Northern Red-bellied Cooter is present in Plymouth County. 0 Updated 01/09/2015 Endangered Species I Map I State Page 1 of 2 Endangered Species Ecological Services ES Ham. Specla5 What We Do For Landowners Pormits Grants News AGDie Ls FwSHegIDnS Laws B Pandas Library For Kids Ynv Ha rip,Ea How,.Abp s sffie Stories from-MASSACHUSETTS �h a �t1Lf11u r .. `jtr { t..� we Friends of€16sville Mars Pro We a M£del to Protect Shorebird Nesting Slte4 .,E,IIIsvUle aeac ,F ateener beach n9 aA esalt,erarsb{{niW,iyymnvtH iltaga2"ElIdS3Ks akw Ityr, .,•,.,+c,�p .,QaPeFo�' armf,kmcel'iiST:IJri ',m and tlhYddjXr4afrt;ESP�Wflle Marin ' ata Irpeec7i R6 TdorS tya.� ,A� - �.a.. Featured Species in Massachusetts Found In Massachusetts Ceastpiping paa The piping Nov.,is a dainty,sand-colored amenable, plovers by ed de plumageer all North Amenram se .w provers by its pale plumage and bright orenge legs. . Human aerobes can disturb piping Wwers on both {R9 ? _ ' �•;Mp, their breeding antl wntedng grounds. More. Sandplain Berardi.(Ag 100;sound)hismricalty Today,the Plymouth red-t A[Ian4c Coes[piping plover. ,red in 24 populatrons is ttir,ochus n,an Cape(Pseudemys raleiventrls z Pedro c20iC Oalfti9 Cod•Nantucket,Merthas vineyard,nl a few dw.mrt as Northern red dallied cad Previous Nee 'Win ton,as fah'westaswiotas@r Count,.l"he ca p1.freshwater pollsv:itl plants decline was sa mmplem Vont was thought Wenchusetti-Plymouth.T a ifa t In the state until an Cape Cod in and limited range of the sp Partnership Stories in Massachusetts „an.loom De mann domse,treudin g yxientific habitat loss gild degmdatm - research.rientrodledow,habitat Pmtertme,ed longterm drAwl.Headsta Of. 'y'€ � New England Cotlonlail radio y l: Mlped the l nsachraefts tateltin,hero sfelez tl y fit± f' As recerNy as 196q New England mt[ontailsvt:re "teat yo tyeas habitat protect' rill ploy 4 fountl east of the Hutlson River in Nex York acrossCy, �}Z Woo 1.11:1 ie.•.an' 9! 1f01j 'xer"I", fr henrConnecticut.Rhode island New Massachusetts, amro vylre;.el nmssoa Y s�•f�Il 4,: noM to souNern Vermont antl New Hampshire,and �rw into soulhem Maine.Today,this mbbA'.2age has See other species listed in Massachusetts f L. ks !i•>.2�� shrunk by more than 75 percent.Its numbers are so greatly dim ethad that A tan no longer be found in Vermont Mares Additional Resources New England Field office LIM Newsletter Sign up usrws Imrzneast asmn Rete"as too.m.,nawcealrI regarding WENS Gran6 rZ © andangdred.patten V y. Email Adores Sign up for our newsletter i MIL www fws you endangered/map/state/MA.html 8/26/2015 New England Rivers and subwatersheds where ESA-listed shortnose and Atlantic sturgeon under NMFS jurisdiction occur (created 5/26/2015) .LegendN v 1 NOTE:Watersheds where shortnose and Atlantic sturgeon are ` known to occur are indicated.Critical Habitat for these species r- has not been designated.The ranges of leatherback, loggerhead, DRAFT Major Sturgeon Rivers ,7 Ne_w Hampshire ) / Kemp's ridley,hawksbill,and green sea turtles are extensive and g ... include the coastal waters of Massachusetts and New Hampshire. DRAFT Sturgeon Accessible Watersheds ,,,,ac ra ``+ "`r} Significant discharges within subwatersheds influencing coastal ~^,- ' water quality may affect these species. Contact NMFS for additional subwatersheds affecting coastal water quality(see note) details. M`ancn 0 10 20 60 60 60 Miles na. ,✓ iil.1 M1M J pn P ' } Ynrv•M M 1 ��j �Y ••• %!«" -• r'�,,, Massachusetts \y z � "awl �>b.x W4 e r r, r r y 't UP -w ♦ s Fro .e?" < r -W.:eE nsp,ingl le UY Conn"ec�ti utIs a F i dre9lH in � _� rtr \y i r rarh�rrrlx "n �� 'ti f \ 4 `—" 5ourcos:Ebri,HERE.Ge Lorme,IISGG,Inrermap,incmment P Corp..NRCAN.Evidapan,MErI,Eeri China(Hong Kong),Earl(rbailano.TomTom, M1bpmylndie.0 OpenStreelMap conhibubrs,antl Me GIS Oser C°mmunby s s • ATTACHMENT 12 FIRM LOCUS COMMUNITY PANEL # 25009C04119G DATED JULY 16, 2014 N. AE VEN . A°c.. it ;yr •y f' (EL 14) a. �y r �r •< MAP SCALE 1" =500' �, •. 6 " 't �••` .. r /`1 •`'' 0 0 500 1000 FEET y "' 7 ucTco RCPFTHrvO'/.lKv Q�0 �4 • seFc�a}. idt. my . ..! 5 � . ZONE VE �9F�t?� �� INniA • W YZONE QE 'i (EL 21) S9�TO FTS 'I'STREET ; p-+<,� (EL 10) •`y �. ` PANEL 04190 WHITESTIREET ; • • �Q FIRM n FLOOD INSURANCE RATE MAP uRNEa �� ra a ` ESSEX COUNTY a 9= L\ ® MASSACHUSETTS _v_1 .x�$ - a nm (ALL JURISDICTIONS) e.. • •• • a ill PANEL 419 OF 600 ��4 •\ • • �S,q' • ' (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 6y s "s <ccq� `' r ZONE E ,' QCNTaas •: �.A t L, 4. m COMMUNITY NNU 1MBE P L SUFF1 _ eq .y . "W. V (EL 13) "`s# r c s w.r • nwxaLgee D.Trn OF ..o i Is s • a•4 't �s¢s>3.. 7y 14" D 3+ ij" 'h +'t'n,y Y�. •: se�M.crtrof aomz vers a �' �*H��\`, d`• . s Fes• iwal$ a�w�` �•"" • 4�r¢ ELS STREET sr'r i+ .• �r ,.Jg h5" *� zi�r,�y T*u .� .x mob.`�Ls*t ., �. . Y n+p �• • > � 1Y aF ' � {+��• I �.• • •�. � Irl` ql { ��` Fml ':�,.'A.�}< sa .. s�,�i� fir. i6..�'� ��a�z_,..� v?.•�`T£ 'tIW 00 y ; ,1`x �\9 *„ k " b sr£ Notice to User The Map Number shown below , should be used when placing map orders; the t '�,}f R"'a • t Community Number shown above should be #' \ i x used on insurance applications for the subject mh Sia • s X,14 \� ,3 t' ¢a $ community. T r•1+� r L a ,.�. • �, `� o..^eA MAP NUMBER 25009CO419G ONE3VE �� \\ x 4709000mN Ja` MAP REVISED JULY 16,2014 r-t• >`.� . . �.� < .� Federal Emergency Management Agency i ,1 r *+' . • .. V e Th s,s an ted!al copy of a portion of the above referenced flood map. tt + was extracted using F-MIT Online. This map does not rail th changes s+ • or block. or which may hale been made sub®ut Nati to the data on the sY..•.•c...•. Y� btle block. For the latest product ildonnafion about National Flood Insurarce •++ :. r e r:r• .2 r._i w rr.� ...+r:.• � � Program flood maps check the FEMA Flood Map Store at www.msafema.gw ATTACHMENT 13 MATERIAL SAFETY DATA SHEETS (MSDS) AND LIST OF CHEMICALS AT BREWER HAWTHORNE COVE MARINA MATERIAL SAFETY DATA SHEET PAGE 1 OF 4 KOP-COAT, INC EMERGENCIES MARINE GROUP EAST HEALTH/SPILLS. . . . . . : 800-548-0489 —\ 36 PINE STREET CHEMTREC ASSISTANCE: 800-424-9300 _ ROCKAWAY CHEMTREC OUTSIDE US: 703.527-3887 NJ 07866 CANUTEC. . . . . . . . . . . . : 613-996-6666 - KOP-COAT, INC PRODUCT INFORMATION: 800-221-4466 -- OUTSIDE USA. . . . . . . . : 973-625-3100 ________________________................________________________________________ 1 PRODUCT IDENTIFICATION PRODUCT NAME: 1677 Trinidad SR Red PRODUCT USE. : Antifouling bottom paint APPEARANCE. . : Red liquid with hydrocarbon odor CAS NUMBER. . : Mixture SYNONYMS. . . . : None REVISION. . . : 2 DATE. . .. ... : 10/30/03 MSDS NUMBER: 1167700 -----------------_______-------------------------------_________________________ 2 HAZARDOUS INGREDIENTS HAZARDOUS COMPONENT REG AGENCY PPM NOTES MG/M3 NOTES Iron oxide (dust & fume) ACGIH-TWA - 5 CAS NUMBER:1309-37-1 NIOSH - 5 PERCENT BY WGT: 1 TO 5 OSHA TWA - 10 5 • Cuprous oxide (as Cu dust ACGIH-TLV 1.0 -., and mists) OSHA-TWA 1 .0 �\ CAS NUMBER:1317-39-1 PERCENT BY WGT: 70 TO 75 N-Cyclopropyl-N'(1,1- SEE BELOW A dimethyl)-6-(methylthio)* CAS NUMBER:28159-98-0 - PERCENT BY WGT: 1 TO 5 Petroleum distillates OSHA PEL 100 - CAS NUMBER:64742-94-5 PERCENT BY WGT: 5 TO 10 NOTES: 5) Total particulate A ) N-Cyclopropyl-N'-(1,l-dimethylethyl)-6-(methylthio)-1,3,5-triazine- 2,4 diamine _I J PRODUCT NAME: 1677 Trinidad SR Red PAGE 2 OF 4 ------------------------------------------------------------____________________ -I 3 HAZARDS IDENTIFICATION .-__ - ______------____-----_------________________________________ EYE: Direct contact with liquid or vapor causes irritation. .. i SKIN: Prolonged or repeated contact with the skin can result in defatting and drying of the skin which may result in skin irritation and dermatitis (rash). May be absorbed through the skin resulting in systemic effects. --� INHALATION: Avoid breathing vapors or mists. High concentrations may lead to central nervous system effects (drowsiness, dizziness, nausea, headaches). Pro- longed or repeated inhalation and ingestion may cause delayed injury involving the kidneys and the blood. Prolonged or repeated inhalation of high concen- trations of metal fumes may cause metal fume fever characterized by headache, dizziness, metallic taste in mouth and general flu-like symptoms. INGESTION: Irritating to the nose, throat and respiratory tract. May cause vomiting. Aspiration of this Product into the lung may cause chemical Pneumo- nitis which can be fatal. Individuals with pre-existing disease in or a history of ailments involving the skin, eye, respiratory tract, liver, kidney, central nervous system are at a - greater than normal risk of developing adverse effects when exposed to this material. ________________________________________________________________________________ 4 FIRST AID MEASURES EYE CONTACT: Hold eye open and rinse slowly and gently with water for 15-20 minutes. Remove contact lenses, if Present, after the first five minutes, then continue rinsing the eye. SKIN CONTACT: Take off contaminated clothing. Rinse skin immediately with . Plenty of water for 15-20 minutes. Call a Poison control center or doctor for treatment advice. Wash contaminated clothing before reuse. INHALATION: Move person to fresh air. If Person is not breathing, call 911 or an ambulance, then give artifical respiration, Preferably mouth-to-mouth. Call a Poison control center or doctor for further treatment advice. INGESTION: Immediately call a Poison control center or doctor. Do not induce vomiting unless told to do so by a Poison control center or doctor. Do not give any liquid to the person. Do not give anything by mouth to an unconscious Person. NOTE TD PHYSICIAN: There is no specific antidote for effects from overexposure to this material. Treatment should be directed at the control of symptoms and the clinical condition. __________________________ _ _____________________________________ 5 FIRE FIGHTING MEASURES _I PRODUCT NAME: 1677 Trinidad SR Red PAGE 3 OF 4 -------------------------------------___________________________________ 5 FIRE FIGHTING MEASURES -------------------------------------------------------------------------------- --� FLASH POINT: 116 F/47 C EXTINGUISHING MEDIA: Use dry chemical, carbon dioxide, water spray or foam. FIRE FIGHTING PROCEDURES: As in any fire, wear complete fire service protective equipment, including full-face MSHA/NIOSH approved or equivalent self-contained -- breathing apparatus. Use water to cool fire-exposed container/structure/protect Personnel. FIRE AND EXPLOSION HAZARDS: Can release vapors that form explosive mixtures. _ Vapors can travel to a source of ignition and flash back. Closed containers may explode when exposed to extreme heat (fire). Toxic vapors may be given off in a fire. ---------------------------------------------___________________________________ --� 6 SPILL AND LEAK PROCEDURES Stop spill/leak if no risk involved. Avoid breathing vapors. Eliminate ALL -_ sources of ignition. Ventilate area. Take up carefully to avoid heat and sparks. Use an inert absorbent to complete a clean-up. This material reacts ,. with oxidizing materials. Do not discharge into lakes, streams, ponds or public water systems. This pesticide is toxic to aquatic organisms. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. 7 HANDLING AND STORAGE HANDLING: Avoid prolonged or repeated contact with skin or eyes. Avoid • Prolonged or repeated breathing of vapors. Use with adequate ventilation. Observe good personal hygiene practices and recommended Procedures. Wash -� thoroughly after handling. STORAGE: Keep in a closed, labeled container within a cool (well-shaded), dry, ventilated area. Protect from physical damage. Keep containers closed when material is not in use. Maintain good housekeeping. OTHER: Keep away from heat and open flame. If post application/use processing of this Product generates dust, exposure limits in Section 2 apply. ________________________________________________________________________________ 8 EXPOSURE CONTROLS/PERSONAL PROTECTION ENGINEERING CONTROLS: Ventilation is normally required when handling or using this product to keep exposure to airborne contaminants below the exposure limit. Facilities storing or utilizing this product should be equipped with an eyewash facility. 7 7 i _I PRODUCT NAME: 1677 Trinidad SR Red PAGE 4 OF 4 ________________________________________________________________________________ 8 EXPOSURE CONTROLS/PERSONAL PROTECTION ------------ ------ _----- _--- _----- _------ _----------- _--- _------- ___________ • RESPIRATORS: Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates Vapor levels are above applicable limits, wear an appropriate, properly fitted respirator (NIDSH/MSHA approved or equivalent) during and after application. Follow respirator manufacturer's directions for respirator use. Close container after each use. A repiratory protection program that meets OSHA 1910.134 and NIOSH 42 CFR 84 requirements must be followed whenever workplace conditions warrant a respirator's use. PERSONAL PROTECTIVE EQUIPMENT: Industrial safety glasses at a minimum. As necessary for work area conditions: use side shields, goggles, or faceshield. As required, chemical resistant flexible-type gloves (heavy duty neoprene or equal). Wear industrial-type work clothing and safety footwear. Depending on working conditions, i.e. , contact potential, wear resistant protective garments such as head/neck cover, aprons, Jackets, pants, coveralls, boots, etc. -----------------------------___________________________________________________ 9 PHYSICAL AND CHEMICAL PROPERTIES Weight Per Gallon (lbs): 23.000 X VOL by Weight. : Not determined Vapor Density. : (Air=1)>l Boiling Point. . . : Not determined Vapor Pressure: Not determined Evaporation Rate: (ether=l)<l PH. .. .. . . . . . . .: Not determined Specific Gravity: > 1 Solubility In Water: Negligible Viscosity. .. . . . . : Not determined VOC Content. . . . . . . . . . . . . . . . : 330 g/L as supplied ----------------------------------------------------------______________________ 10 STABILITY AND REACTIVITY DATA ________________________________________________________________________________ STABILITY: Stable HAZARDOUS POLYMERIZATION: Will not occur. INCOMPATIBILITY: Avoid oxidizing agents, heat, sparks and open flames. HAZARDOUS DECOMPOSITION PRODUCT(S): Carbon monoxide, carbon dioxide upon. _ thermal decomposition. -------_-------_________________________________________________________________ 11 TOXICOLOGICAL INFORMATION ________________________________________________________________________________ Contact Kop-Coat for applicable information. ________________________________________________________________________________ 12 ECOLOGICAL INFORMATION Product has not been tested for ecotoxicity. PRODUCT NAME: 1677 Trinidad SR Red PAGE 5 OF 4 __________________________________________________________ 13 DISPOSAL CONSIDERATIONS -I • ---------------_--------------------______-------------------------------------- This ___________--------------------------This product as supplied is a USEPA defined ignitable hazardous waste. Dispose 1 of unusable product as a hazardous waste (0001) in accordance with local, state ") and federal regulations. -------------_................_---------------------_----------_________________ 14 TRANSPORTATION INFORMATION DEPARTMENT OF TRANSPORTATION REPORTABLE QUANTITIES REPORTABLE QTY (LBS) HAZARDOUS SUBSTANCE _ 10 Dibutyl Phthalate 100 Naphthalene DOT PROPER SHIPPING NAME: Consumer commodity - DOT HAZARD CLASS: ORM-D _ LABEL: None DOT IDENTIFICATION NUMBER: None DOT information for domestic ground transportation. --------------------------------------_____________________________________ 15 REGULATORY INFORMATION ________________________________________________________________________________ SARA TITLE III SECTION 313 CHEMICALS Cuprous oxide (asCudust and mists) WARNING: THIS PRODUCT CONTAINS A CHEMICAL KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. I EPA Registration Number 60061-95. -------------------------------------------------------------------------------- 16 OTHER INFORMATION ________________________________________________________________________________ NOTICE: .While the information and recommendations set forth herein are believed to be accurate as of the date hereof, Kop-Coat, Inc. makes no warranty with respect thereto and disclaims all liability from reliance thereon. PREPARED BY: Manager Of Health Safety and Environmental Affairs J I MATERIAL SAFETY DATA SHEET PAGE 1 OF 4 Vi• KOP-COAT, INC EMERGENCIES MARINE GROUP EAST HEALTH/SPILLS. . . . . . : 800-548-0489 36 PINE STREET CHEMTREC ASSISTANCE: 800-424-9300 ROCKAWAY CHEMTREC OUTSIDE US: 703-527-3887 -� NJ 07866 CANUTEC. . . . . . . . . : 613-996-6666 KOP-COAT, INC PRODUCT INFORMATION: 800-221-4466 .- OUTSIDE USA. . . . . . . . : 973-625-3100 -----------------------_--------------_--------------------------------_________ 1 PRODUCT IDENTIFICATION PRODUCT NAME: 1877 Trinidad SR Black PRODUCT USE. : Antifouling bottom paint - APPEARANCE. . : Black liquid with hydrocarbon odor CAS NUMBER.. : Mixture SYNONYMS. . .. : None REVISION. . . : '2 DATE. . . . . . . : 10/30/03 MSDS NUMBER: 1187700 ----------_______________________________________----------_____________________ 2 HAZARDOUS INGREDIENTS HAZARDOUS COMPONENT REG AGENCY PPM NOTES MG/M3 NOTES Cuprous oxide (as Cu dust ACGIH-TLV 1.0 l and mists) OSHA-TWA 1.0 CAS NUMBER:1317-39-1 PERCENT BY WGT: 70 TO 75 -I• Carbon black ACGIH-TWA - 3,5 CAS NUMBER:1333-86-4 NIOSH - (+) 3,5 8 (+) PERCENT BY WGT: 1 TO 5 OSHA TWA 3.5 N-Cyclopropyl-N'(1,1- SEE BELOW A dimethyl)-6-(methylthio)* CAS NUMBER:28159-98-0 PERCENT BY WGT: 1 TO 5 Petroleum distillates OSHA PEL 100 - CAS NUMBER:64742-94-5 PERCENT BY WGT: 10 TO 15 NOTES: 8) 0.1 mg/m3 in presence of polycyclic aromatic hydrocarbons (+)) NIOSH Occupational Carcinogen A ) N-Cyclopropyl-N'-(l,l-dimethylethyl)-6-(methylthio)-1 ,3,5-triazine- I i i PRODUCT NAME: IB77 Trinidad SR Black PAGE 2 OF 4 ---------------------------------------------------_------______________________ 2 HAZARDOUS INGREDIENTS -------------------------------- NOTES: l - 2,4 diamine -------------_-----------------------------------------------________________ 3 HAZARDS IDENTIFICATION -I -------------------------------------------------_______________________________ EYE: Direct contact with liquid or vapor causes irritation. -i SKIN: Prolonged or repeated contact with the skin can result in defatting and drying of the skin which may result in skin irritation and dermatitis (rash). May be absorbed through the skin resulting in systemic effects. INHALATION: Avoid breathing vapors or mists. High concentrations may lead to central nervous system effects (drowsiness, dizziness, nausea, headaches). Pro- longed or repeated inhalation and ingestion may cause delayed injury involving the kidneys and the blood. Prolonged or repeated inhalation of high concen- trations of metal fumes may cause metal fume fever characterized by headache, dizziness, metallic taste in mouth and general flu-like symptoms. INGESTION: Irritating to the nose, throat and respiratory tract. May cause vomiting. Aspiration of this product into the lung may cause chemical Pneumo- nitis which can be fatal. Individuals with pre-existing disease in or a history of ailments involving the skin, eye, respiratory tract, liver, kidney, central nervous system are at a greater than normal risk of developing adverse effects when exposed to this material. -----------------------_________________________________________________________ • 4 FIRST AID MEASURES ------------------------------------ EYE CONTACT: Hold eye open and rinse slowly and gently with water for 15-20 minutes. Remove contact lenses, if present, after the first five minutes, then continue rinsing the eye. SKIN CONTACT: Take off contaminated clothing. Rinse skin immediately with plenty of water for 15-20 minutes. Call a poison control center or doctor for treatment advice. Wash contaminated clothing before reuse. INHALATION: Move person to fresh air. If person is not breathing, call 911 or an ambulance, then give artifical respiration, preferably mouth-to-mouth. Call a poison control center or doctor for further treatment advice. INGESTION: Immediately call a poison control center or doctor. Do not induce vomiting unless told to do so by a Poison control center or doctor. Do not give any liquid to the Person. Do not give anything by mouth to an unconscious person. j i• l I PRODUCT NAME: 1877 Trinidad SR Black PAGE 3 OF 4 ___________________ ___ 4-FIRST-AID-MEASURES ________...______. .______.________.__ •) NOTE TO PHYSICIAN: There is no specific antidote for effects from overexposure to this material. Treatment should be directed at the control of symptoms and the clinical condition. _________________________________________________________________________ _ 5 FIRE FIGHTING MEASURES - _______________________________________________________ FLASH POINT: 115 F/46 C EXTINGUISHING MEDIA: Use dry chemical, carbon dioxide, water spray or foam. FIRE FIGHTING PROCEDURES: As in any fire, wear complete fire service protective equipment, including full-face MSHA/NIOSH approved or equivalent self-contained breathing apparatus. Use water to cool fire-exposed container/structure/protect personnel. FIRE AND EXPLOSION HAZARDS: Can release vapors that form explosive mixtures. Vapors can travel to a source of ignition and flash back. Closed containers may explode when exposed to extreme heat (fire). Toxic vapors may be given off in a fire. ............_------------------------------------------_________________________ 6 SPILL AND LEAK PROCEDURES ____________________________________________________ Stop spill/leak if no risk involved. Avoid breathing vapors. Eliminate ALL sources of ignition. Ventilate area. Take up carefully to avoid heat and sparks. Use an inert absorbent to complete a clean-up. This material reacts with oxidizing materials. Do not discharge into lakes, streams, ponds or public i � water systems. This pesticide is toxic to aquatic organisms. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. _------------------------------------____-------------------------------- ____ 7 HANDLING AND STORAGE ---------------------------------------------------------------_________________ HANDLING: Avoid prolonged or repeated contact with skin or eyes. Avoid prolonged or repeated breathing of vapors. Use with adequate ventilation. Observe good personal hygiene practices and recommended procedures. Wash thoroughly after handling. STORAGE: Keep in a closed, labeled container within a cool (well-shaded), dry, ventilated area. Protect from physical damage. Keep containers closed when material is not in use. Maintain good housekeeping. OTHER: Keep away from heat and open flame. If post application/use processing of this product generates dust, exposure limits in Section 2 apply• i l PRODUCT NAME: 1877 Trinidad SR Black PAGE 4 OF 4 ________________________________________________________ _-_-. B EXPOSURE CONTROLS/PERSONAL PROTECTION -------------------------------------------------------------------------------- �\ ENGINEERING CONTROLS: Ventilation is normally required when handling or using this product to keep exposure to airborne contaminants below the exposure limit. Facilities storing or utilizing this product should be equipped with an eyewash facility. RESPIRATORS: Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor levels are above applicable limits, wear an appropriate, Properly fitted respirator (NIOSH/MSHA approved or equivalent) during and after application. Follow respirator manufacturer's directions for respirator use. Close container _ after each use. A repiratory Protection program that meets OSHA 1910.134 and l NIOSH 42 CFR 84 requirements must be followed whenever workplace conditions warrant a respi-rator's use. PERSONAL PROTECTIVE EQUIPMENT: Industrial safety glasses at a minimum. As necessary for work area conditions: use side shields, goggles, or faceshield. As required, chemical resistant flexible-type gloves (heavy duty neoprene or equal). Wear industrial-type work clothing and safety footwear. Depending on working conditions, i.e. , contact Potential, wear resistant protective garments such as head/neck cover, aprons, jackets, pants, coveralls, boots, etc. ___________________________________________________________________________ 9 PHYSICAL AND CHEMICAL PROPERTIES ________________________________________________________________________________ Weight Per Gallon (lbs): 22.190 X VOL by Weight. : Not determined Vapor Density. : (Air=1)>l Boiling Point. . . : Not determined Vapor Pressure: Not determined Evaporation Rate: (ether=l)cl PH. . . . . . .. . . . . : Not determined Specific Gravity: > 1 Solubility In Water: Negligible Viscosity. . . . . . . : Not determined VOC Content. . . . . . . . . . . . . . . . : 330 9/L as supplied • -------------------------------------------------------------------------------- '� 10 STABILITY AND REACTIVITY DATA ________________________________________________________________________________ STABILITY: Stable HAZARDOUS POLYMERIZATION: Will not occur. INCOMPATIBILITY: Avoid oxidizing agents, heat, sparks and open flames. HAZARDOUS DECOMPOSITION PRODUCT(S): Carbon monoxide, carbon dioxide upon thermal decomposition. _l ------------------------------------------------ -------------------------------- 11 TOXICOLOGICAL INFORMATION ---------------------_---------------------------------_________________________ Contact Kop-Coat for applicable information. __ ___________________________ ___________________ _ _ ______________________________ 12 ECOLOGICAL INFORMATION ------------------ ------- ------------- ------ ------------------------------ _ r l PRODUCT NAME: 1877 Trinidad SR Black PAGE 5 OF 4 ------------------------------------------_.............________________________ 12 ECOLOGICAL INFORMATION -------------_--------------------------------------____________________________ Product has not been tested for ecotoxicity. -I 13 DISPOSAL CONSIDERATIONS ___________________________________________________________ ___________________ _____________ ................ This product as supplied is a USEPA defined ignitable hazardous waste. Dispose of unusable product as a hazardous waste 0001) in accordance with local, state and federal regulations. --------------__________________________________________________________________ - 14 TRANSPORTATION INFORMATION ------------____________________________________________________________________ DEPARTMENT OF TRANSPORTATION REPORTABLE QUANTITIES .. REPORTABLE QTY (LBS) HAZARDOUS SUBSTANCE 10 Dibutyl Phthalate 100 Naphthalene ..I DOT PROPER SHIPPING NAME: Consumer commodity DOT HAZARD CLASS: ORM-D LABEL: None DOT IDENTIFICATION NUMBER: None DOT information for domestic ground transportation. 15 REGULATORY INFORMATION ________________________________________________________________________________ SARA TITLE III SECTION 313 CHEMICALS • Cuprous oxide (as Cu dust and mists) WARNING: THIS PRODUCT CONTAINS A CHEMICAL KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. EPA Registration Number 60061-95.- ------------------- _ _ ----------------- _ 16 OTHER INFORMATION ,i IARC Monograph Vol. 65 reports carbon black is widely used in rubber tires, hoses, gaskets and coated fabrics; smaller amounts are used in printing inks, Paints and plastics. Although one cohort study on carbon black production workers showed slight excesses of lung cancer, the totality of the epidemio- logical studies both in the carbon black production industry and in some user industries suggested that there is inadequate evidence for the carcinogenicity in humans of carbon black. Carbon black was thus evaluated as possibly carcinogenic to humans (Group 26). • 1 _i PRODUCT NAME: 1877 Trinidad SR Black PAGE 6 OF 4 ________________________________________________________________________________ _ 16 OTHER INFORMATION • ______________________________________________ NOTICE: While the information and recommendations set forth herein are believed to be accurate as of the date hereof, Kop-Coat, Inc. makes no warranty with respect thereto and disclaims all liability from reliance thereon. - PREPARED BY: Manager Of Health Safety and Environmental Affairs j MATERIAL SAFETY DATA SHEET PAGE 1 OF 5 ._I• KOP-COAT. INC EMERGENCIES MARINE GROUP EAST HEALTH/SPILLS. . . . . . : 800.548-0489 36 PINE STREET CHEMTREC ASSISTANCE: 800.424.9300 ROCKAWAY CHEMTREC OUTSIDE US: 703-527-3887 — NJ 07866 CANUTEC. . . . . . . . . . . . : 613-996-6666 KOP-COAT, INC PRODUCT INFORMATION: 800.221-4466 OUTSIDE USA. .. . . . . . : 973-625-3100 --------------------------------------------------_________________________ 1 PRODUCT IDENTIFICATION -� -------____________-------______________________________________________________ PRODUCT NAME: 1277 Trinidad SR Blue PRODUCT USE. : Antifouling bottom paint -- APPEARANCE. . : Blue liquid with hydrocarbon odor CAS NUMBER. . ; Mixture SYNONYMS. . . . : None REVISION. . . : 3 DATE. . . . . . . : 10/30/03 MSDS NUMBER: 1127706 ________________----------------------------------______________________________ 2 HAZARDOUS INGREDIENTS HAZARDOUS COMPONENT REG AGENCY PPM NOTES MG/M3 NOTES _ Cuprous oxide (as Cu dust ACGIH-TLV 1 .0 and mists) OSHA-TWA 1 .0 CAS NUMBER:1317-39-1 PERCENT BY WGT: 70 TO 75 Titanium dioxide ACGIH-TWA - 30 CAS NUMBER:13463-67-7 NIOSH PERCENT BY WGT: 1 TO 5 OSHA TWA - 10 1 N-Cyclopropyl-MI(I,I- SEE BELOW A dimethyl)•6-(methylthio)i CAS NUMBER:28159-98-0 PERCENT BY WGT: 1 TO 5 - Petroleum distillates OSHA PEL 100 - CAS NUMBER:64742-94-5 PERCENT BY WGT: 5 TO 10 Petroleum distillates OSHA-PEL 100 CAS NUMBER:64742-95-6 PERCENT BY WGT: I TO 5 1,2,4 Trimethylbenzene (None established.) _I. PRODUCT NAME: 1277 Trinidad SR Blue PAGE 2 OF 5 --------------------_-------------------------------____________________________ ._I 2 HAZARDOUS INGREDIENTSI _-----------------------------------------__________________ \ HAZARDOUS COMPONENT REG AGENCY PPM NOTES MG/M3 NOTES CAS NUMBER:95-63-6 PERCENT BY WGT: 1 TO 5 NOTES: 1) Total dust (+)) NIOSH Occupational Carcinogen A ) N-Cyclopropyl-N'-(1 ,1-dimethylethyl)-6-(methylthio)-1,3,5-triazine- 2,4 diamine ___________________________________________________ 3 HAZARDS IDENTIFICATION ________________________________________________________________________________ .i EYE: Direct contact with liquid or vapor causes irritation. SKIN: Prolonged or repeated contact with the skin can result in defatting and drying of the skin which may result in skin irritation and dermatitis (rash). May be absorbed through the skin resulting in systemic effects. INHALATION: Avoid breathing vapors or mists. High concentrations may lead to central nervous system effects (drowsiness, dizziness, nausea, headaches). Pro- longed or repeated inhalation and ingestion may cause delayed injury involving the kidneys and the blood. Prolonged or repeated inhalation of high concen- trations of metal fumes may cause metal fume fever characterized by headache, �- dizziness, metallic taste in mouth and general flu-like symptoms. INGESTION: Irritating to the nose, throat and respiratory tract. May cause vomiting. Aspiration of this product into the lung may cause chemical Pneumo- nitis which can be fatal. Individuals with pre-existing disease in or a history of ailments involving the skin, eye, respiratory tract, liver, kidney, central nervous system are at a greater than normal risk of developing adverse effects when exposed to this material. ________________________________________________________________________________ 4 FIRST AID MEASURES EYE CONTACT: Immediately flush with plenty of water for at least 15 minutes. Get medical attention. SKIN CONTACT: Wash thoroughly with soap and water. If redness, itching, burning or other symptoms develop or persist, get medical attention. Wash contaminated clothing before reuse. INHALATION: If you experience difficulty in breathing, leave the area to obtain fresh air. If breathing has stopped have a trained person administer artificial /1 l -i PRODUCT NAME: 1277 Trinidad SR Blue PAGE 3 OF 5 ................................________________________________________________ 4 FIRST AID MEASURES _____________________________________________________________________________ respiration preferably mouth-to-mouth. If breathing is difficult, give oxygen. Get medical attention. INGESTION: If swallowed do NOT induce vomiting. Give victim a glass of water or milk. Get medical attention. NEVER GIVE ANYTHING BY MOUTH TO AN UNCONSCIOUS PERSON. NOTE TO PHYSICIAN: There is no specific antidote for effects from overexposure to this material. Treatment should be directed at the control of symptoms and the clinical condition. ..I ________________________________________________________________________________ - 5 FIRE FIGHTING MEASURES ________________________________________________________________________________ FLASH POINT: 115 F/46 C EXTINGUISHING MEDIA: Use dry chemical, carbon dioxide, water spray or foam. FIRE FIGHTING PROCEDURES: As in any fire, wear complete fire service protective i equipment, including full-face MSHA/NIOSH approved or equivalent self-contained breathing apparatus. Use water to cool fire-exposed container/structure/protect Personnel. FIRE AND EXPLOSION HAZARDS: Can release vapors that form explosive mixtures. Vapors can travel to a source of ignition and flash back. Closed containers may explode when exposed to extreme heat (fire). Toxic vapors may be given off in a fire. - ---------------------------------------------___________________________________ 6 SPILL AND LEAK PROCEDURES • __________________________________________________------------------------------ Stop spill/leak if no risk involved. Avoid breathing vapors. Eliminate ALL 1 sources of ignition. Ventilate area. Take up carefully to avoid heat and sparks. Use an inert absorbent to complete a clean-up. This material reacts with oxidizing materials. Do not discharge into lakes, streams, ponds or public water systems. This pesticide is toxic to aquatic organisms. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. ______________________------------______________________________________________ 7 HANDLING AND STORAGE ________________________________________________________________________________ HANDLING: Avoid prolonged or repeated contact with skin or eyes. Avoid Prolonged or repeated breathing of vapors, mists or fumes. Spray paint in accordance with OSHA 29 CFR 1910.107. Use with adequate ventilation. Observe good personal hygiene practices and recommended procedures. Wash thoroughly after handling. i J PRODUCT NAME: 1277 Trinidad SR Blue PAGE 4 OF 5 .............I-----------_______________________________________________________ 7 HANDLING AND STORAGE _---_______________________________________________ STORAGE: Keep in a closed, labeled container within a cool (well-shaded),- dry, ventilated area. Protect from physical damage. Keep containers closed when material is not in use. Maintain good housekeeping. OTHER: Keep away from heat and open flame. --------------------- ___ _ _ ______________________ 8 EXPOSURE CONTROLS/PERSONAL PROTECTION ___________________________________________________________ ENGINEERING CONTROLS: Ventilation is normally required when handling or using this product to keep exposure to airborne contaminants below the exposure limit. Facilities storing or utilizing this product should be equipped with an eyewash facility. RESPIRATORS: Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH/MSHA approved or equivalent) during and after application. Follow respirator manufacturer's directions for respirator use. Close container after each use. A repiratory protection program that meets OSHA 1910.134 and NIOSH 42 CFR 84 requirements must be followed whenever workplace conditions warrant a respirator's use. PERSONAL PROTECTIVE EQUIPMENT: Industrial safety glasses at a minimum. As necessary for work area conditions: use side shields, goggles, or faceshield. As required, chemical resistant flexible-tYpe gloves (heavy duty neoprene or equal). Wear industrial-type work clothing and safety footwear. Depending on working conditions, i.e. , contact potential, wear resistant protective garments such as head/neck cover, aprons, jackets, pants, coveralls, boots, etc. ________________________________________________________________________________ 9 PHYSICAL AND CHEMICAL PROPERTIES \ ________________________________________________________________________________ Weight Per Galion (lbs): 22.330 Y. VOL by Weight. : Not determined Vapor Density. : (Air=1)>l Boiling Point. . . : Not determined Vapor Pressure: Not determined Evaporation Rate: (ether=l)<l PH. . . . . . . . . .. . : Not determined Specific Gravity: > 1 Solubility In Water: Negligible Viscosity. . . . . . . : Not determined VOC Content. . . . . . . . . . . . . . . . : 330 g/L as supplied ________________________________________________________________________________ 10 STABILITY AND REACTIVITY DATA -------------------------------------------------------------------------------- STABILITY: Stable HAZARDOUS POLYMERIZATION: Will not occur. • PRODUCT NAME: 1277 Trinidad SR Blue PAGE 5 OF 5 ________________________________________________________________________________ 1. 10 STABILITY AND REACTIVITY DATA INCOMPATIBILITY: Avoid oxidizing agents, heat, sparks and open flames. HAZARDOUS DECOMPOSITION PRODUCT(S): Carbon monoxide, carbon dioxide upon thermal decomposition. 11 TOXICOLOGICAL INFORMATION ________________________________________________________________________________ Contact Kop-Coat for applicable information. ________________________________________________________________________________ 12 ECOLOGICAL INFORMATION ___________________________________________________________ Product has not been tested for ecotoxicity. ___--------__________________________________________________ 13 DISPOSAL CONSIDERATIONS This product as supplied is a USEPA defined ignitable hazardous waste. Dispose of unusable product as a hazardous waste (D001) in accordance with local, state and federal regulations. __a____.________________--------------------------------------------_____________ 14 TRANSPORTATION INFORMATION ---------__________________________________________________ 'i DEPARTMENT OF TRANSPORTATION REPORTABLE QUANTITIES REPORTABLE QTY (LBS) HAZARDOUS SUBSTANCE 100 Xylene • 10 Dibutyl Phthalate 100 Naphthalene DOT PROPER SHIPPING NAME: None DOT HAZARD CLASS: None LABEL: Non-Hazardous DOT IDENTIFICATION NUMBER: None DOT information for domestic ground transportation. ________________________________________________________________________________ 15 REGULATORY INFORMATION ___________ ___________________________________________________________ SARA TITLE III SECTION 313 CHEMICALS Cuprous oxide (as Cu dust and mists) ' 1,2,4 Trimethylbenzene WARNING: THIS PRODUCT CONTAINS A CHEMICAL KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. i" j PRODUCT NAME: 1277 Trinidad SR Blue PAGE 6 OF 5 I _______________________________________________________________________ 15 REGULATORY INFORMATION • ______________________________________________________________•--------------- EPA Registration Number 60061-95. ___-----_____________________________________________________ 16 OTHER INFORMATION -----------------------__-------------------------------________________________ NOTE: The petroleum distillate (CAS# 64742-95-6) may contain approximately 7% xylene, 3: cumene and 40% trimethylbenzene. NOTICE: While the information and recommendations set forth herein are believed to be accurate as of the date hereof, KOP-Coat, Inc. makes no warranty with respect thereto and .disclaims all liability from reliance thereon. PREPARED BY: Manager Of Health Safety and Environmental Affairs l � 1 OFFICE • Armor All Cleaning Wipes Canister—Armored AutoGroup Australia & New Zealand • Armor All Protectant Wipes Canister—Armored AutoGroup Australia& New Zealand 1 B. 1 C. • Clorox Anywhere Hard Surface Daily Sanitizing Spray—Clorox Professional Products Company D. • Dab 'N Seal Envelope Moistener—Clarence J.Venne, LLC(scrglufxsgl) • Dial Instant Hand Sanitizer—The Dial Corporation (S-107) _ • Drano Max Professional Strength Gel Clog Remover—S.C.Johnson and Sons, Limited (350000001605) • Dust Destroyer Compressed-Gas Duster—Falcon Safety Products, Inc. (19638) • Dust—OffDuster—Dupont E. • Elmer's Carpenters Wood Glue—Elmer's Products, Inc. • Endust for Electronics Multi-Surface Cleaning Spray—Norazza, Inc. (96000) F. • Fabuloso All Purpose Cleaner—Colgate-Palmolive Company Febreze Air Effects—The Procter&Gamble Company(RQ1005937) • Formual 409 Antibacterial All Purpose Cleaner—The Clorox Company G. • Greased Lightning—HomeCare Labs, Inc. (HOME-4500139) H. I 1. • Ideal Stamp Ink—M&R Marking Systems J. K. • Leather Cleaner—Tannery Leather—CRC Industries Inc. -.� • Lysol Brand III—Disinfectant Spray—Reckitt Benckiser _I 1 M. l • • Mop&Glo Triple Action Floor Shine Cleaner-Reckitt Benckiser O. - P. • Paint Thinner-W.M. Barr - • Pledge Aerosol-Lemon-Drackett Professional (126026006) • Purell2 in 1Instant Hand Sanitizer-GOJO Industries, Inc. Q. I R. • Resolve High Traffic Foam Carpet Cleaner-Reckitt Benckiser S. • Sharpie Oil-Based Paint Marker-Sanford L.P. (34901) • Sharpshooter Extra Strength No Rinse Mark Remover-3M • Simple Green-Coast Maintenance Supply Co. Inc. (8135) • • Softsoap Non-Antibacterial Liquid Hand Soap- Colgate-Palmolive Company • Spray-Mount Artist's Adhesive-3M • Super Glue Control Gel-Henkel Corporation T. U. V. W. • Windex Original Streak-Free Shine Glass Cleaner-S.C.Johnson &Sons, Inc. (126000009) X. Y. ..I Z. 1 1 SHOP • Abrasive Product,Green Corps Hookit,Stikit Discs—3M • Ace Low Voc Purple Primer- E-Z Weld, inc. • Marine Adhesive Sealant Fast Cure 4000UV—3M (PN05280) • Marine Adhesive/Sealant Fast Cure 4200—3M(PN05260, PN06560) • Marine Adhesive Sealant 5200 White—3M (PN 05203, PN 05206, PN 06500) • Marine Adhesive Sealant 5200 Black—3M (PN 06504, PN 05205) • Automatic Transmission Fluid(seen) • NAPA Extended Life Antifreeze& Coolant—Old World industries, Inc.(seeN) —7 • Quicksilver Anti-Freeze 50 PG—Mercury Marine Inc. (seeQ) • Zerex Dex Cool Antifreeze Coolant ZXELI—Ashland(seeZ) 1 B. • BiobarJF—Hammonds Fuel Additives, Inc. • BioGuard—Fuel Microbiocide (VAL029) • Brand 504 Respirator Cleaning Wipe—3M • Lead Acid Battery(seeL) • Clean-R-Carb Carburetor Cleaner—CRC Industries Inc. .� • Complete Fuel System Cleaner—The Armor All/STP Products Company • Contact Cement—DAP INC. • CRC for Gas Tanks—CRC Industries • Brand 504 Respirator Cleaning Wipe—3M(seeB) • Lectro Motive Electric Parts Cleaner(aerosol)—CRC Industries Inc.(seeL) D. • Deka AGM—East Penn Manufacturing Company Inc. E. • 105 Epoxy Resin.—West System • Foamy Engine Brite Engine Cleaner—Radiator Specialty Company(seeF) F. • 205 Fast Hardener- West System Inc. • Fuel Injector&Carburetor Treatment—The Armor All/STP Products Company • • Foamy Engine Brite Engine Cleaner—Radiator Specialty Company(FEB1) • Marine Fuel Stabilizer—Gasoline—CRC Industries Inc.(seeM) G. 0 Gear Lube—High Performance—Mercury Marine(041-4704) • Grinding Grease 3oz.—Permatex Inc. (39834) _ • Grinding—Water 3oz.—Permatex Inc. (39835) • Lubrimatic White Lithium Grease—Chemtool Incorporated(seeL) • NAPA NAPA EP Wheel Bearing Grease Grease—Ashland(seeN) _ • Red N Tacky#2 Grease—Lucas Oil Products Inc. (seen) H. • Heavy Duty Brake Fluid,DOT 3—The Armor All/STP Products Company • 205 Fast Hardener- West System Inc. (seeF) I. J. K. • Kanberra Gel HVAC Deodorizer—Intellipure Technologies, LLC L. • Lead Acid Battery—GNB Industrial Power(PDX57) - • Lead Acid Battery Wet,Filled with Acid (Deka)—East Penn Manufacturing Company Inc. • Lectra Motive Electric Parts Cleaner(aerosol)—CRC Industries Inc. . • Life-Calk(Black)—Life Industries Corporation (0002) • Life-calk(White)—Life Industries Corporation (0001) • Lubrimatic White Lithium Grease—Chemtool Incorporated (LIW25520BO) • Lubriplate No. 130-AA—Lubriplate Lubricants Co. M • Marine Fuel Stabilizer—Gasoline—CRC Industries Inc. • Marvel Mystery Oil—Marvel Oil Company, Inc. • Marine Adhesive Sealant(seeA) N • NAPA NAPA EP Wheel Bearing Grease Grease—Ashland (RO172170) • NAPA Extended Life Antifreeze &Coolant—Old World industries, Inc. • NAPA Premium Performance Automatic Transmission Fluid NP75200—Ashland (RO200299) • NAPA Premium Performance Automatic Transmission Fluid NP75203—Ashland (RO2000299) • Non-toxic(seeQ) -1 O. • Marvel Mystery Oil—Marvel Oil Company, Inc. (seeM) - • • Thread Cutting Oil—William H. Harvey Company(seeT) P. IJ 0 PB Penetrating Catalyst—The Blaster Corporation(PB-Aerosol) • PB Penetrating Catalyst—The Blaster Corporation (PB-Bulk) • Pipe Thread Compound—William H. Harvey Company(029035) • Premium Automotive Paint,Wimbledon White—The Sherwin-Williams Co. (BFM0041) • Preval—Chicago Aerosol • PVC Cement—E-Z Weld Inc. • Ace Low Voc Purple Primer- E-Z Weld, Inc. (seeA) Q. • QD Electronic Cleaner—CRC Industries Inc. (05103) 1 • Quicksilver Anti-Freeze 50 PG—Mercury Marine Inc. (219-6130Q) • Quicksilver Gear Lube—High Performance—Mercury Marine (041-4704) • Quicksilver Non-toxic Anti-Freeze—Mercury Marine (202-6112) • Quicksilver Power Trim&Steering Fluid—Mercury Marine (025-2927) R. • Red N Tacky#2 Grease—Lucas Oil Products Inc. • 105 Epoxy Resin.—West System (seeE) S i • Scotch-Brite Products-3M • Form A Gasket#1 Sealant—Permatex, Inc. • Form B Gasket#2 Sealant- Permatex, Inc. • Marine Fuel Stabilizer—Gasoline—CRC Industrieslnc.(seem) • Quicksilver Power Trim&Steering Fluid—Mercury Marine(seeQ) T. • Thread Cutting Oil—William H. Harvey Company(016035) - • Valvoline DEX/MercAutomatic Transmission Fluid—Ashland(seeV) U. V. • Valvoline DEX/MercAutomatic Transmission Fluid—Ashland (RO200299) W. • WD-40—Aliphatic Petroleum Distillates X. Y. • Zerex Dex Cool Antifreeze Coolant ZXELI—Ashland (RO318755) PRESSURE WASHING SHED I , _ 1 • Awlcare—Awlgrip(073240_0_3) • Awlcraft 2000 Matterhorn White—Awlgrip(OF8024_4_4 • Awlcraft 2000 Snow White—Awlgrip(OF8063_6_4) • Awlgrip Topcoat Flattening Agent—Awlgrip(OG3013_8_7) • Awlspar—Awlgrip(OM3131_E3_2) • Awlwash 73234—Awlgrip(073234) B. • Big Bully Natural Orange Bilge Cleaner—CRC Industries, Inc. • Bilgekote Gray—International Paint LLC. (YMA100_E5_4) • Brightside Black- International Paint LLC. (Y4258_E3_7) • Brightside Bristol Beige- International Paint LLC. (Y4207_E3_10) • Brightside Fire Red- International Paint LLC. (Y4248_E4_10) • Brightside Flag Blue-.International Paint LLC. (Y4990_E3_3) • Brightside Largo Blue-International Paint LLC. (Y4100_E3_8) • Brightside Medium Blue- International Paint LLC. (Y4353_E2_9) • Brightside Sapphire Blue- International Paint LLC. (Y4241—E5_8) • Brightside Sea Green-International Paint LLC. (Y4247_E5_11) • Brightside Yellow- International Paint LLC. (Y4152_E3_9) C. • Chroma Polish—Presta Products (1335) • Color Restorer—Meguiar's USA(16-47A) • Fiberglass Boat Cleaner—the Collinite Corp. (seeF) • G3010 Awl-Cat#2 Spray Converter—Awlgrip(seeG) • N3002Awl-Cat#3 Brush Converter—Awlgrip(seeH) _.1 E. • Epifanes Clear Gloss Varnish—W. Heeren &Zoon bv. (11014) • Epifanes Brushthinner for Paint&Varnish—W.Heeren&Zoon bv. (11014) • Epifanes Woodfinish Gloss—W. Heeren &Zoon bv. (11014) • Epoxy Primer Gray Base—Awlgrip (OD1001_Al_7) _ • Epoxy Primer Converter—Awlgrip(OD3001_A1_4) F. • • F3029 Awlcraft 2000 Clear—Awlgrip(OF3029_3_5) • F8222 Awlcraft 2000 Oyster White—Awlgrip (OF8222_3_3) -_� • Fiberglass Boat Cleaner—the Collinite Corp. (920) • Fiberglass Cleaner&Wax—3M (09009, 09010,09010E,09011) _l • Marine Fiberglass Restorer&Wax—3M (09005,09005F,090051,09006,09006E,09007, 09007E) _ • Finesse-it II Finishing Material—3M (05928,05929,05932) • • Flattening AGT for 1 Part Finishes—International Paint Inc. (YMA715_E2_1) • Awlgrip Topcoat Flattening Agent—Awlgrip(seeA) G. —� • Goldspar Satin -International Paint LLC. (Y60_E6_7) • Grez-Off-Permatex Inc. (22701) • G3010 Awl-Cat#2 Spray Converter—Awlgrip (OG3010_A3_11) H. • H3002 Awl-Cat#3 Brush Converter—Awlgrip(OH3002_90_6) I. • Imperial Compound and Finishing Material—3M (06044,06045,06046) • Interprotect2000E Gray-International Paint LLC. (Y2000E_B0_13) • Interprotect Cure- International Paint LLC. (Y2001E_E2_3) J. K. L. M. • Metal Wax—The Collinite Corp. (850) • Micron 66 Blue- International Paint LLC. (YBA470_A6_11) • Micron 66 Green-International Paint LLC. (YBA471_A5_9) • Mission Bay 4000 Series(red, black,blue and white)—Sea hawk(4001,4002,4003,4005,4010) N P. • Chroma Polish—Presto Products(seeQ 0. • On and Off Hull&Bottom Cleaner—CRC Industries, Inc. (M K2032, MK20128, MK20550) • Big Bully Natural Orange Bilge Cleaner—CRC Industries, Inc. (seeB) P. i • Pettit Prem.SSA Black- Kop-Coat, Inc. (1188106) • Pettit Prem.SSA Blue-Kop-Coat, Inc. (1128106) • Pettit Prem.SSA Green—Kop-Coat, Inc(1138106) • Pettit Prem.SSA Red - Kop-Coat, Inc(1168106) . • Phantom Black—Mercury Marine(126-3213). • Polymeric Non-Skid Additive—International Paint Inc. (Y2398_A4_3) _� 0 Primocon Aerosol Primer—International Paint LLC. (YPA985N_Al_2) 1Q • Roil-Off—Bell Chemical Corp. • Rust Remover—CRC Industries, Inc. (MK5316) • T0003 STD Reducer ForSprayApplied Urethane—Awlgrip(seeT) —� • T0006 STD Reducer for Epoxy Primer—Awlgrip(seeT) • Color Restorer—Meguiar'sUSA(seeQ • Snappy Teak-Nu Formula#1—Snappy Marine Inc. • Snappy Teak-Nu Formula#2—Snappy Marine Inc. • Spray Nine—Permatex Inc. (26932) • Super Duty Rubbing Compound LBK—3M (1066) T. • T0003 STD Reducer For Spray Applied Urethane—Awlgrip (OT0003_A3_4) • T0006 STD Reducer for Epoxy Primer—Awlgrip (OT0006_A1_3) • T0016 Awlspar Varnish Reducer—Awlgrip (OT0016_AO_3) • T-30 Brushing Thinner—Kop-Coat, I nc. (11212006) -I • • Trilux 33 Black—International Paint LLC. (YBA063_A6_11) _ • Trilux 33 Green—International Paint LLC. (YBA061_A2_9) • Trinidad SR Green—Kop-Coat, Inc. (1137706) • Tuff Stuff— Sea Hawk(1284) Epifanes Brushthinner for Paint& Varnish—W.Heeren&Zoon bv(seeE) U. • Ultima Eco 1808 Black—Kop-Coat, Inc. (1180800) • Ultra Cutting Cream—Presta • Epifanes Clear Gloss Varnish—W. Heeren&Zoon by(see) • T0016 Awlspor Varnish Reducer(seeT) W. • Fiberglass Cleaner&Wax—3M(seeF) • Marine Fiberglass Restorer& Wax(seeF) • Metal Wax—The Collinite Corp(seeM) • Epifanes Woodfinish Gloss—W. Heeren&Zoon bv.(seeE) Y. Z.L i Z. • Zinc Chromate Spray Paint(yellow&green)—Moeller Marine Products Co. (7602) 1 COVERED WORK AREA A. • Acetone—Sasolsolvents(05). B. • Boeshield T-9 Aerosol—PMS Products, INC(seeT) C. • Cream Hardener—Fibre Glass-Evercoat(100340) • Cream Hardener(Red,White, Blue) —3M D. • Denatured Alcohol Solvent—Whitaker Oil Company E. I • EZ-On EZ-Off Hull and Bottom Cleaner—Star Brite • Hi-Bond Clear Table Top Epoxy System—Composites One LLC. (see H) i F. i i • Foam-It Part A- Fibre Glass-Evercoat(110001) • • Foam-It Part B- Fibre Glass-Evercoat(110001) • Fogging Oil—Star Brite • Formula 27-Fibre Glass-Evercoat(120009) • Marine High Strength Repair Filler—3m (see M) • Marine Filler(White)— Fibre Glass-Evercoot(see M) • Marine Premium Filler—3M(seeM) G. • Gel Coat No Wax—Composite One LLC. • Gel Coat Neutral No Wax—Composites One LLC. H. I • Hi-Bond Boat Yard Resin—Composites One LLC. • Hi-Bond Clear Table Top Epoxy System—Composites One LLC. • Hypoid 90W Lower—Star Brite I • Interlux Bedding Compound Natural—International Paint LLC.(Y214—A3-4) I i L. • Lacquer Thinner -Whitaker Oil Company • Marine Lubricant With Teflon—Mercury Marine(see M) • Star Brite White PTEF Lubricant—Star Brite(sees) M. l • Marine Filler(White)— Fibre Glass-Evercoat(120009) • Marine High Strength Repair Filler—3M(46012,46013,46014,46011) * Marine Lubricant With Teflon—Mercury Marine (079-2265) * Marine Premium Filler-3M (46005,46006, 46003,46002) * Mold Release-Fibre Glass-Evercoat(110001) N. O * Quicksilver MerCruiser 4-Cycle Engine Oil—Mercury Marine(seeQ) * Quicksilver Premium 2-Cycle TC-W3 Outboard Oil—Mercury Marine(seeQ) * Quicksilver Premium Plus 2-Cycle TC-W3 Outboard Oil—Mercury Marine(seeQ) * Rotella T Engine Oil SAE 15W-40—SOPUS Products(seeR) P. Q. * Quicksilver MerCruiser 4-Cycle Engine Oil—Mercury Marine (003-1647) • Quicksilver Premium 2-Cycle TC-W3 Outboard Oil—Mercury Marine (090-0968) * Quicksilver Premium Plus 2-Cycle TC-W3 Outboard Oil—Mercury Marine(091-0965) 1 * Rotella T Engine Oil SAE 15W-40—SOPUS Products (71630E) S * Sea Star Steering Fluid—Fuchs Lubricants Canada LTD. (SEASTAR) * Star Brite Teak Oil-Star Brite * Star Brite Super Green Cleaner—Star Brite * Star Brite Vinyl Cleaner/Polish -Star Brite * Star Brite White PTEF Lubricant—Star Brite * Star*tron Gasoline Additive—Star Brite T. * Boeshield T-9 Aerosol—PMS Products, INC * Star Brite Teak Oil—Star Brite(seeS) l U. V. 0 * Star Brite Vinyl Cleaner/Polish -Star Brite(seeS) W. X.Y.Z. ATTACHMENT 14 MASSACHUSETTS HISTORICAL COMMISSION LETTER MerrillRY/I& 0 Engineers and Land Surveyors November 16, 2015 Historic Preservation Officer Massachusetts Historical Commission Massachusetts Archives Building 220 Morrissey Boulevard Boston, MA 02125-3314 Re: Brewer Hawthorne Cove Marina 10 White Street Salem, Massachusetts Dear Reviewer: On behalf of the Brewer Hawthorne Cove Marina, Merrill Corporation (MC) is submitting this letter to the Massachusetts Historical Commission as part of the review process required for •the preparation of a Stormwater Pollution Prevention Plan as part of a NPDES Multi-Sector General Permit application. Brewer Hawthorne Cove Marina is located on the northern shoreline of Salem Harbor as shown on the attached Locus Plan, Figure 1. The existing site improvements are shown on the attached existing conditions plan. Based on Merrill's review of the site and receiving waters, we believe that any construction on the site and that the stormwater discharge from the site to Salem Harbor do not have the potential to affect historic properties. Please contact this office should the Massachusetts Historical Commission finds that this determination is not correct. Should you have any questions or require any additional information concerning this request, please do not hesitate to contact me at 781-826-9200 or tpozerski(a)merrillinc.com. Thank you for your assistance. Merrill Corporation, 5" �\I��A 1� Thomas A. Pozerski, P.E., LEED AP • CC: Noah Flaherty, Brewer Hawthorne Cove Marina (508)746-6060/26 Union Street. Plymouth,MA 02360 mem 11ine.com/(761)826-9200/427 Columbia Road. Hanover,MA 02339 ATTACHMENT 15 EPA WATER QUALITY ASSESSMENT REPORT FOR SALEM HARBOR s Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 1 of 4 `�f�^w N4a Sows MLI Prrcmenwl NxesU.n Waterbody Quality Assessment Report Return to home page On This Page 2012 Waterbody Report for Salem Harbor • Water Quality Assessment Status Waterbody Map Not Available • Causes of Impairment • Probable Sources Contributing to Impairments • TMDLs That Apply to This Waterbody • Previous Causes of Impairment Now Attaining All Uses State: Massachusetts Waterbody ID: MA93-54 Location: Waters landward of an imaginary line from Naugus Head, Marblehead to the northwest point of Bakers Island, Salem to Hospital Point, Beverly to Juniper Point, Salem (excluding Forest River) (formerly segment MA93-21 Salem Harbor and a portion of segment MA93-25 Salem http://ofmpub.epa.gov/tmdl—watersIO/attains waterbody.control?p list id=MA93-54&p_state=MA&p_cycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 2 of 4 Sound [waterbody code 93907]) Water Quality Assessment Status for Reporting Year 2012 State Waterbody Type: Estuary The overall status of this waterbody is Impaired. EPA Waterbody Type: Bays and Estuaries Water Size: 4.91 Units: square miles Description of this table Watershed Name: Charles Designated Use Designated Use Group Status Aesthetic Aesthetic Value Not Waterbody History Report Assessed Fish Consumption Aquatic Life Harvesting Not Data are also available for Assessed these years: 2010 2006 2004 Fish, Other Aquatic Life And Fish, Shellfish, And Wildlife Protection And Impaired 2002 1998 1996 Wildlife Propagation Primary Contact Recreation Recreation Impaired Secondary Contact Recreation Recreation Good Shellfish Harvesting Aquatic Life Harvesting Impaired Causes of Impairment for Reporting Year 2012 Description of this table Cause of Impairment Cause of Impairment Group Designated Use(s) State TMDL Development Status Estuarine Cause Unknown - Impaired Fish, Other Aquatic Life And Wildlife TMDL needed Bioassessments Biota Fecal Coliform Pathogens Primary Contact Recreation, Shellfish TMDL needed Harvesting s • • http://ofmpub.epa.gov/tmdl—watersIO/attains waterbody.control?p list id=MA93-54&p_state=MA&p_cycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 3 of 4 Probable Sources Contributing to Impairment for Reporting Year 2012 Description of this table Probable Source Probable Source Group Cause(s) of Impairment Discharges From Municipal Separate Storm Sewer Systems (Ms4)Urban-Related Runoff/StormwaterFecal Coliform Source Unknown Unknown Estuarine Bioassessments TMDLs That Apply to this waterbody Description of this table TMDL Document Name TMDL TMDL Pollutant TMDL Pollutant Source Cause(s) of Impairment Date Description Type Addressed North Coastal Pathogen Oct-25- Fecal Coliform Point/NonpointSource Fecal Coliform Tmdl 2012 Previous Causes of Impairments Now Attaining All Uses No causes of impairment are recorded as attaining all uses for this waterbody. November 16,2015 http://ofmpub.epa.gov/tmdl—watersIO/attains waterbody.control?p_list_id=MA93-54&p_state=MA&p_cycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 4 of 4 httofmpub.epa.gov/ttndl_waterslO/attains_waterbody.control?p_list_id=MA93-54&p_state=MA&p_eycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 1 of 4 :.EPA amu• � Emionm•ma!Prwnwo l.�rnvl Waterbody Quality Assessment Report Return to home page On This Page 2012 Waterbody Report for Salem Harbor • Water Quality Assessment Status Waterbody Map Not Available • Causes of Impairment • Probable Sources Contributing to Impairments • TMDLs That Apply to This Waterbody • Previous Causes of Impairment Now Attaining All Uses State: Massachusetts Waterbody ID: MA93-54 Location: Waters landward of an imaginary line from Naugus Head, Marblehead to the northwest point of Bakers Island, Salem to Hospital Point, Beverly to Juniper Point, Salem (excluding Forest River) (formerly segment MA93-21 Salem Harbor and a portion of segment MA93-25 Salem http://ofmpub.epa.gov/tmdl—watersIO/attains_waterbody.control?p_list_id=MA93-54&p_state=MA&p_cycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 2 of 4 Sound [waterbody code 93907]) Water Quality Assessment Status for Reporting Year 2012 State Waterbody Type: Estuary The overall status of this waterbody is Impaired. EPA Waterbody Type: Bays and Estuaries Water Size: 4.91 Units: square miles Description of this table Watershed Name: Charles Designated Use Designated Use Group Status Aesthetic Aesthetic Value Not Waterbody History Report Assessed Fish Consumption Aquatic Life Harvesting Not Data are also available for Assessed these years: 2010 2006 2004 Fish, Other Aquatic Life And Fish, Shellfish, And Wildlife Protection And Impaired 2002 1998 1996 Wildlife Propagation Primary Contact Recreation Recreation Impaired Secondary Contact Recreation Recreation Good Shellfish Harvesting Aquatic Life Harvesting Impaired Causes of Impairment for Reporting Year 2012 Description of this table Cause of Impairment Cause of Impairment Group Designated Use(s) State TMDL Development Status Estuarine Cause Unknown - Impaired Fish, Other Aquatic Life And Wildlife TMDL needed Bioassessments Biota Fecal Coliform Pathogens Primary Contact Recreation, Shellfish TMDL needed Harvesting http://ofmpub.epa.gov/tmdl—watersIO/attains waterbody.control?p_list—id=MA93-54&p_state=NIA&p_cycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 3 of 4 Probable Sources Contributing to Impairment for Reporting Year 2012 Description of this table Probable Source Probable Source Group Cause(s) of Impairment Discharges From Municipal Separate Storm Sewer Systems (Ms4)Urban-Related Runoff/StormwaterFecal Coliform Source Unknown Unknown Estuarine Bioassessments TMDLs That Apply to this waterbody Description of this table TMDL Document Name TMDL TMDL Pollutant TMDL Pollutant Source Cause(s) of Impairment Date Description Type Addressed North Coastal Pathogen Oct-25- Fecal Coliform Point/Nonpoint Source Fecal Coliform Tmdl 2012 Previous Causes of Impairments Now Attaining All Uses No causes of impairment are recorded as attaining all uses for this waterbody. November 16,2015 http://ofmpub.epa.gov/tmdl—watersIO/attains waterbody.control?p_list_id=MA93-54&p_state=MA&p_cycle=2012 11/16/2015 Waterbody Quality Assessment Report I Water Quality Assessment and TMDL Information I US EPA Page 4 of 4 http://ofmpub.epa.gov/tmdl—watersIO/attains waterbody.control?p_list_id=MA93-54&p_state=MA&p_cycle=2012 11/16/2015 ATTACHMENT 16 MISCELLENEAOUS INSPECTION FORMS • A. Significant spills, leaks or other releases The following provides descriptions and dates of any incidences of significant spills, leaks, or other releases that resulted in discharges of pollutants to waters of the U.S.,through stormwater or otherwise; the circumstances leading to the release and actions taken in response to the release; and measures taken to prevent the recurrence of such releases. Date of incident: Location of incident: Description of incident: Circumstances leading to release: • Actions taken in response to release: Measures taken to prevent recurrence: • Brewer Hawthorne Cove Marina MSGP Additional Documentation R Maintenance Control Measure Maintenance Records Control Measure: Catch Basins Regular Maintenance Activities: Visual inspection and cleaning by pumping, excavating or vacuuming when sediments fill '/< of the catch basin sump Regular Maintenance Schedule: Quarterly and following storms of greater that 4"rainfall Industrial Equipment and Systems Maintenance Records (copy information below for each industrial equipment/system) i Industrial Equipment/Systems: Regular Maintenance Activities: • Regular Maintenance Schedule: j Date of Action: Reason for Action: ❑Regular Maintenance ❑Discovery of Problem If Problem, - Description of Action Required: - Date Industrial Equipment Returned to Full Function: - Justification for Extended Schedule, if applicable: Notes: l I � JBrewer Hawthorne Cove Marina MSGP Additional Documentation C. Routine Facility Inspection Reports Stormwater Industrial Routine Facility Inspection Report General Information Facility Name NPDES Tracking No. Date of Inspection Start/End Time Inspector's Name(s) Inspector's Title(s) Inspector's Contact Information Inspector's Qualifications Weather Information Weather at time of this inspection? ❑ Clear OCloudy ❑Rain ❑ Sleet ❑Fog ❑Snow ❑High Winds ❑ Other: Temperature: • .Have any previously unidentified discharges of pollutants occurred since the last inspection? ❑Yes ONo If yes,describe: Are there any discharges occurring at the time of inspection?❑Yes ONo If yes,describe: Control Measures • Number the structural Stormwater control measures identified in your SWPPP on your site map and list them below(add as many control measures as are implemented on-site). Carry a copy of the numbered site map with you during your inspections. This list will ensure that you are inspecting all required control measures at your facility. • Describe corrective actions initiated,date completed, and note the person that completed the work in the Corrective Action Log, Structural Control Control If No,In Need of Corrective Action Needed and Notes Measure Measure is Maintenance, (identify needed maintenance and repairs,or any Operating Repair,or failed control measures that need replacement) Effectively? Replacement? I Catch Basin#1 OYes ONo ❑Maintenance ❑Repair J ❑Replacement 2 Catch Basin#2 OYes ONo ❑Maintenance ❑Repair ❑Replacement Brewer Hawthorne Cove Marina MSGP Additional Documentation _l -. Areas of Industrial Materials or Activities exposed to stormwater Below are some general areas that should be assessed during routine inspections. Qasiomize this list as needed for the specific types of inchistrial materials or activities at your facility.. Area/Activity inspected? Controls Corrective Action Needed andNotes Adequate (appropriate, effective,and operating)? I Material OYes ONo O N/A OYes ONo -� loading/unloading and storage areas 2 Equipment operations ❑Yes ONo O N/A ❑Yes ONo and maintenance areas 3 Fueling areas OYes ONo O N/A OYes ONo 4 Outdoor vehicle and OYes ONo O N/A OYes ONo equipment washing areas 5 Waste handling and OYes ONo O N/A OYes ONo disposal areas 6 Erodible OYes ONo O N/A OYes ONo areas/construction • 7 Non-stormwater/illicit OYes ONo O N/A OYes ONo connections 1 8 Salt storage piles or pile OYes ONo O N/A OYes ONo containing salt 9 Dust generation and OYes []No O N/A OYes ONo vehicle tracking 10 (Other) OYes ONo O N/A ❑Yes ONo Non-Com fiance Describe any incidents of non-compliance observed and not described above: I• Brewer Hawthorne Cove Marina MSGP Additional Documentation Additional Control Measures Describe any additional control measures needed to comply with the permit requirements: Notes Use this space for any additional notes or observations from the inspection: I• CERTIFICATION STATEMENT "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations." Print name and title: Signature: Date: I _I Brewer Hawthorne Cove Marina MSGP Additional Documentation D. Deviations from assessment or monitoring schedule Description of deviations from the schedule provided in your SWPPP for visual assessments and/or monitoring, and the reason for the deviations (e.g., adverse weather or it was impracticable to collect samples within the first 30 minutes of a measurable storm event) should be appended to the SWPPP in this section. Date: ❑ Visual assessments ❑ Monitoring Describe deviation from schedule: Reason for deviation: • Date: _ ❑ Visual assessments ❑ Monitoring Describe deviation from schedule: Reason for deviation: .I.1 1 Brewer Hawthorne Cove Marina MSGP Additional Documentation I } E. Benchmark Exceedences The follow documents benchmark exceedence and how they were responded to, including either the corrective action taken, a finding that the was due to natural background pollutant levels, or a finding that no further pollutant reductions were 1 technologically available and economically practicable and achievable in light of best industry practice consistent with Part 6.2.1.2 of the 2008 MSGP. Date: Parameter Exceeded and Results: f Quarter 1 (Sample date: ) Result: Quarter 2 (Sample date: ) Result: Quarter 3 (Sample date: ) Result: Quarter 4 (Sample date: ) Result: Average Result: I • Benchmark Value: Document how benchmark exceedence(s) responded to: Finding that the exceedence was due to natural background pollutant levels Parameter(s): Attach the following documentation: • An explanation of why you believe that the presence of the pollutant causing the impairment in your discharge is not related to the activities at your facility; and • .Data and/or studies that tie the presence of the pollutant causing the impairment in your discharge to natural background sources in the watershed. i Finding that no further pollutant reductions are technologically available and J economically practicable and achievable in light of best industry practice consistent with Part 6.2.1.2., Parameter(s): Attach documentation. J � Brewer Hawthorne Cove Marina MSGP Additional Documentation _i F. Impaired Waters Monitoring: Documentation of Natural j Background Sources or Non-Presence of Impairment Pollutant iThis section applies only if your facility discharges directly to an impaired water without an EPA approved or established total maximum daily load(TMDL), and either your -i impaired waters monitoring results shows that the pollutant(s)for which the water is impaired is 1. Not present and not expected to be present in your discharge, or 2. Present, but you have determined its presence is caused solely by natural background sources. See Part 6.2.4.2 of the 2008 MSGP. i Date: iCheck one of the boxes below and complete the additional documentation: ❑ #1 —Pollutant(s) for which the water is impaired is not present and not expected i to be present in your discharge Attach documentation that the impairment pollutant(s) was not detected in your • discharge sample(s). ❑ #2—Pollutant(s) for which the water is impaired is present,but you have determined its presence is caused solely by natural background sources. Attach the following documentation: • An explanation of why you believe that the presence of the pollutant(s) causing the impairment in your discharge is not related to the activities at your facility; i and • Data and/or studies that tie the presence of the pollutant(s) causing the impairment in your discharge to natural background sources in the watershed. I J Brewer Hawthorne Cove Marina MSGP Additional Documentation G. Active/Inactive status change _I If your facility changes it status from active to inactive and unstaffed(or from inactive/unstaffed to active), include documentation in this section to support your claim. Date: New Facility Status: ❑ Inactive and Unstaffed ❑ Active Reason for change in status: I I•, Brewer Hawthorne Cove Marina MSGP Additional Documentation H. Miscellaneous Documentation This section contains records of any additional documentation that relates to the compliance with the permit. • Brewer Hawthorne Cove Marina MSGP Additional Documentation • I. SWPPP Amendment Log i The following present a log of amendments to the SWPPP _I No. Description of the Amendment Date Prepared by (Name(s) and Title I 2 3 4 5 _1 Brewer Hawthorne Cove Marina MSGP Additional Documentation ATTACHMENT 17 MONITOR RESULTS f Monitoring results Records copies of monitoring results(including benchmarks, effluent limits,and other monitoring conducted)for the facility are to be appended to the 5 WPPP in this section. )I � I I I ' I Brewer Hawthorne Cove Marina MSGP Additional Documentation NOURDA Status Sheet Address: 10 VJR-t 5t $ray °rDEP#: o4— Application Type: Rol c-v& �11 Date Submitted: ��- Contact Name: Phone: Proposed activity: Application Complete 2-1&rrect Fee Received r'A�b tters List Requested �� ived m-Legal Ad Sent m�e al Ad Confirmed o- Online madded to Agenda genda to Applicant gxgent Comments to Commission q�p Comments Hearing Opened: S ' c/ h Continued: 2-1 Site Site Visit: vAbutters Notice Confirmed m4yermit Sent to Applicant and DEP 1 ❑ Confirmation of Delivery dYermit Uploaded to Salem.com u xri'ration date added to calendar kidded to database ❑Applicant Recorded OoC with Registry Preconstruction Meeting. ❑ Certificate of Compliance Sent to Applicant and DEP ❑Applicant Recorded CoC with Registry Notes: "Italics indicate only required for NOI H:\CON COMM\Administrative\project status sheet\N01 and RDA status sheet 22017-6-15.doe Cowl vqu, L -(rte M �e gtt�M Wl win ul I ry Ashley Green From: Thomas Pozerski <tpozerski@merrillinc.com> Sent: Tuesday,August 08, 2017 6:49 PM To: Carr,Jillian (FWE) Cc: Tom Devine;Ashley Green Subject: RE: BHCM Inc. NOI Hello Jillian, The rip rap area below the outlet will have geotextile installed as needed,with smaller stones, overlaid with large angular stones hand chinked with smaller 6-12" angular stones to dissipate the pipe discharge. The riprap will not extent into the waterway further. Thomas A. Pozerski, P.E;, LEED AP (LTC EN RET.) Senior Project Manager //�[P ry `Y 427 Columbia Road,Hanover,MA 02339/T:(781)826- 1 r i�r i i �� _. 9200 26 Union Street,Plymouth MA 02360/T:(508)746-6060 Engineers and Land Surveyors merrillinc.com From: Carr, Jillian (FWE) (mailto:iillian.carr(alstate.ma us] Sent: Tuesday, August 08, 2017 3:21 PM To: Thomas Pozerski Ce: tdevine(apsalem.com Subject: BHCM Inc. NOI Hi Thomas, I am reviewing the Brewers Hawthorne Cove Marine redevelopment project for impacts to marine fisheries resources. Can you describe the pipe outfall proposed near the intertidal area east of the proposed building in more detail? Specifically,will riprap be excavated, moved or expanded upon in either elevation or footprint? How will scour of the muddy intertidal be prevented by new concentrated flows? I have no other concerns regarding upland elements of the project, and agree with the use of siltation controls. Thank you, Jill Jillian Carr MA Division of Maine Fisheries A.nnisquam River Field Station 30 Emerzcn Ave Gloucester,MA 01930 (975)282-0308 x108 (017)727-3337 fax MorineFisheries Find us on twitter. YouTube,and flickr 1 �0 T e CITY OF SALEM ®� CONSERVATION COMMISSION Salem Conservation Commission 978-619-5685 Will hold a public hearing for a Notice of Intent for Noah Flaherty of BHCM Inc, 10 White Street, Salem MA. Purpose of hearing is to discuss proposed demolition of existing building,removal of temporary structures,construction of new marina building,stormwater improvements,concrete pad, paving, drainage, and utility work at 8-10 White St & 57R Turner St within an area subject to the Wetlands Protection Act MGL c131§40 and Salem Wetlands Protection&Conservation Ordinance. Hearing will be 8/10/17 at 6:30pm in City Hall Annex,3`d floor conference room, 120 Washington St. Salem News publication date: August 3, 2017 AFFIDAVIT OF SERVICE City of Salem provision M.G.L., Chapter 39, Section 23D. (For a City Councilor, Board, or Commission Member, to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L., Chapter 39 Section 23D, I, Tyler Glode, hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining to Brewer Hawthorne Cove Marina. DEP #64-636 which was distributed at the single missed session on August 10, 2017 , which evidence included an audio recording of the missed session. This certification was submitted prior to the undersigned's participation in a vote on the matter and shall become part of the record of the hearing. Name: Date: Board or Co ission: Salem Conservation Commission Y •moi. �n ry Y-f•:- � t A��* yN i 1-16 Ms gm ❑ 'Al _ / r � .�� rl - � y 11 ��• J/�l It i� s,_ 1 n�TC7i ��g� s�s�,j-nom E, �wr $�'i E., �•,� k7 r��.. +ti � sit 'e zr . } .fit ,f - .� 1w n OKI,I if Imp Ashley Green From: Gregory M. St. Louis <gregstlouis@gmail.com> Sent: Wednesday,August 23, 2017 9:32 PM To: Ashley Green Subject: Re: BHCM Good Afternoon, Below please find my comments on the proposed application. Comments are minor in nature: 1. Does the LUHPPL warrant butterfly valves down-gradient of the drainage inlets? 2. Manhole castings within the floodplain should be replaced with water-tight covers 3. Tide Flex detail not provided. Owing to velocity zone, consider placement of the Tide gate in an upstream DMH. 4. Does the building within the floodplain have floor drains? Identify connections and tight-tank or gates as applicable. 5. Are any existing CB to remain without sumps? 6. Rainfall data should correspond with TR-40, Cornell Extreme Precipitation in NY &New England, or NOAA Atlas 14 Point Precipitation Frequency. 7. Is 8" Riprap suitable give velocity zone and storm surge potential? 8. The site may necessitate addition an eNOI NPDES 2017 CGP 9. All storm water BMP should be maintained in accordance with manufacturers specifications or in accordance with the Massachusetts Storm water Management Handbook. 10. Provide cleanouts on each row of the infiltration system. 11. Hay shall be replaced with Straw in all instances. Any additional CH. 91 requirements should be submitted to the Cons Comm for consistency or submitted and review by the Commission prior to final approval. Thank you, Gregory M. St. Louis, PE, LEED AP BD+C Salem Conservation Commission. On Mon, Aug 21, 2017 at 11:20 AM, Ashley Green<agreenna,salem.com>wrote: Good morning Greg, 1 REVISIONS 6G s P, s6s OAAL%ro I ' S A L E Mfg \ TOP OF L0A5igL BANK ■ FEWZOVLVFLO]IFO TOP OFCOASTAL BNIK H A R B O R \ FEIA.1ZONf LINE a WE EL,11 \ 1COAl6V19ACK i0 x • x TOPOF OF COASTAK ON \ SALEM PROP. Iti p£CSiRUCL REVETMENT AS HPRBOR € _ x BOCK NEEDED WRH I3'�ANGUUR \ - ' ■ STONE AND BOULDERS FOR \ A/EAN LOW FLOATING SILT PND KI ENERGY DISSIPATIONWATBY JG ERLINE _ IS-`'FLOATS N� LOCATION MAP NOT TO SCALE I = m ■ 5, �• EDGE OF RETAINING WALLIS \ X 19°fl DRAM : ` a1a:••'•• ANDBULKnEnO TYP _ IM-0.9] ' ISEE DETgILSH�Ei t831x ` \ MAN G. 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PROPOSED 10 cwusTmu ZME N -nE W.aE a 1 3 PAVFO.VftON 9ENCH LARK .t J� +V t P I I I C_l r'�w I I HYDR.LYI SVI IN2 1 j•� (1gR1 fL I11 • NFI fJJ 2A1: P�➢SFQFEtlLF/ :I' 1 x.v LI ! _— G W o WA EPLN jP1EL4Wi1mU L (� OIL W G s / Q a7.'' a/./ ■� �� — zY- TYPICAL LOT DATA ,i i�l `". .P.1.,5 F _. i �a -/! ■�1'�/�•'� n'' - ` _ �' g DIMENSIONAL MurRLX REQUIRED Ewsrwc PROPOSED / GS LOT AREA 40.000 S.F. 79,7153 S.F. NOCHANGE 'I /' ONIFO/ / - 00!'OF FRONTAGE 150 FT 43.52 FT NO CHANGE r. AC ALL JULY 24,2017 LOT LO TN 45% 50 FT 2413 FT NO 122%CHANGE - _ FRONTS COVERAGE 05 FT 5.F%T 122% I ' /I ■ FRONT SETBACK 5 FT 0 FT '5.0 FT .1 � I i �' SCALE: t'=20' REAR SIDES ACK 1.6 FT 295f FT(1;4 TO T.B.C.) '1'6 FT SIDE SETBACK 5FT 1;4 FT 'S.d I' P, R ' JG LATEST REVISION. MAX HEIGHT 45 FT id'3 36'3 I 2 iR� I! � � • ' � �og651 ' ``✓fi 'EPLi P GRACING AND UTILITY " v 1 P.L - 20 0 20 40 60 cHaByMERRILL AGRI _.I_u 12. N E R_ S T_IZ-E-E°T"_�.•�� •—•-' ..: U, (PI/6<IGVARI46<EImpTHI TL.1' 1 SCALE IN FEET _. „_ SHEET C5.1 Jill1WRI411 Rim, Ill ill, yy Io lip All$� ppSS��9`` filli 9 --_ I7 � III g g� Y §E IP�,6 - N1F3$17 fMf-� �� I II fr iFg O dgm ---------------- fit V b Rt 01 9p i14N18 � E• oN P' —+ I _ �e.-•� 9�a`�t�c _ s...+F +.�r1 � - . _ � . �_�_� sossI -;•yam - / - .. . ��-�.. _ _ .� /0 /a •\ In 6 � � gyp" I= 1�� •\•\\ �s3 +w'/� . _ � t � §� � SS4P ']YrJ AB �� nanny '!:. �' vwlevrsv i � al 11 m � z r g I 11 I men 1, vo PRELIMINARY BUILDING SITE PLAN Merrill I`` BREWER HAWTHORNE COVE MARINA �= w WHITE STREET&TURNER STREET A�` = SALEM, MASSACHUSETTS Engineers and Land Surveyors M&V:W NNIRb K COVE MNW 427 =UM&A ROAD. NANOVER. MA 02339 /T: (761) 626-9200 i I� 10 WIDE SORE! 26 UNION MM. PLYMOUTH MA 02360/T: (506) 746-6060 m 7 SHIM 1M 01970 W W W.MERRJWNC.COM a Plant Schedule Qty Key Botanical Name Common Name Size PSN��BS>q SHRUBS: 4 BAY Myrica pensylvanicum Northern Bayberry 2-3' 10 CL Clethra alnifolia Sweet Pepper 2-3' 30 EG Thuja occidentalis 'Smaragd' Emerald Green Arborvitae 7-8' 5 ERC Juniperus virginiana Eastem Red Cedar 6-7' - CONSULTANTS GRASSES/PERENNIALS: 7 FG Pennisetum alopecuriodes Fountain Grass 1gal 5 NEP Nepeta Catmint 1gal 6. 8 PAN Panicum virgatum ISwitchgrass 2ga1 1 !I 1 �1 I �`- PROPOSED GUARDRAIL . r- rr rr "�• . \ . _ �� „ ' REV/BIONS r r r or, (5'MIN r r r r � r r � � ' PR. H.P. SIGN WBOLLARDS I r r S (TYP.) �JL _ r r • r PROPOSED MARINA BUILDING 4.d' r r + SLAB EL.= 9.2 EXISTING CHAIN 1_ „ ► 1 tl r 7,500± S.F. FOOTPRINT LINK FENCE 1.6'MIN r (FOR ACTUAL DIMENSIONS I 30-EG AND ELEVATIONS SEE k p ARCHITECTURAL DRAWINGS) a _ 2-PAN PROPOSED DOORS D I © o.�o TRIM OVERGRO H - d--'� 9' 8 �J AND ADD NATI SHRUBS TOTHI ------- —T _T_T—T _T-_T--T--T � 11 .. AREA -- WHITE STREET 5-NEP (GRAVED oo ;o•F1REE O , , � �,� , _ _ 4- AY b. • QADtND aRFA� , PROPOSED g PAN 9' 1c� .Y1(JE CONCRETE APRON ° 24' 1! 24' 19' O PAVEMENT- Op05ED FUTURE A.D.A RAMP (BY OTHERS) OF EDGE 7Q (�+ � �. ROPOSED BOLLARD (SEE CIIVIL DWGS.) pR1YP. Y ! I ' AT RHEAD DOOR 11 I I i I I (TyP.) c� �. 11! I I I I Brewer Hawthorne Cove ASSESSORS \� l SE oxs MAP 41 LOTS 0284, 1! EXISTING - Marina WOOD MAP 41 L T 0284 0283 & 0298 A rA, AREA=1.83± ACRES 11! ON GRADE K Whetme SMA TUrneL St. y (TO MEAN HIGH WATER LINE) l; SalT w cn m cn � •coo m o z o GRAVEL PARKING LOT ASSESSORS DRAWINC TITLE o (SEE CIVIL DWGS.) MAP 41 LOT 0283 i L I L�1 2 PROPOSED Landscape � — / /'— � Plan - NEW FENCE - - - - - - - - - -(ONTOPOF&B9 — - - - - - - - - - - - - -- - - - - � 117.54'(R) - - -- - - - - 133.03'(R) - - - - - -- - - - 5 ADD SEGMEN - RETAINING WVLL TO MATCHV . . . . . ... . - �— EXISTING ASSESSOR H. 0 MAP 41 LOT 0298 ® PR- 5' WIDE EXISTING SEGMENTAL • I _ ) RETAINING WALL aO a (GRAVEL-) FENCING TO TCH � I EXISTING AT HER I a z DECK • I 2 PROPOSED • ° NEW FENCE 4 a . EMERGENCY ACCESS W1 EXISTING NEW GATE VEGETATION james k.emmanuel I associates REMOVE OLD WOOD LAN DSCA PE ARCH ITECTS j DECKING ON CONC. 22 CadMn Rd. PIER-REPLACE WITH Marblehead,MA 01945 7-CL PROPOSED X NEW e tel. (781)672-7487 STOCKADE fax (781)623-0293 FENCE V H 5-ERC 5-PAN I james@iamesemmanuel.com FENCE FENCING TO MATCH www..jamesemmanuel.com EXISTING AT OTHER DECK • I I I SCALE 1" = 20' I DRAWN BY J - - - - - J CHECKED TURNER STREET 1 DATE July 11, 2017 1 DRAWING NUMBER 1 GRAPHIC SCALE 20 0 10 20 40 80 I 1 1 LANDSG1 i APE PLAN c X > nchh = 20 ft. L-1 SGALE: I " = 20' 04 (-UCM 11201[1 REVISIONS FNc��sti 5� ST 2. 9/5/17 CONSERVATION COMMENT 1. 822 17 PUBLIC ACCESS T ��ytHOFMARINA A��s'o s HORNi7"t UOVTt, BR�twil- THnMAqAo S PO ZERSKI y v CIVN t 10.46859 LOCUS �O 9FCrST TONAL J ASSESSORS IAP 41 - LOT 0283 LOCATION MAP NOT TO SCALE 10 WRITE STREET DRAWN BY: JG/DJN SALEM, IDESIGNED BY: TAP JULY24, 2017 CHECKED BY: TAP LEGEND REV. U SEPTEMBER 5 , 2017 EXISTING DESCRIPTION PROPOSED © °O G% ao 0 PROPERTY LINE � •> �. Ate, .�� . , - r CROWSFEET � t- Y . ' r { , r .. a �r •` r a` 20 2� CONTOUR 20 \\ 0 +198 r•'o S ,� + SPOT ELEVATION +100.50 ' co`D JF ` *^ EDGE OF PAVEMENT o -,ff �..e— '.+-•. , y a r r..3•_ +f r`Y f •,�/''r'P 'y 19' •' a'." ,. 5" Q J y rl`C � + f •'a },, I✓'~ W WATER LINE W O a tY 0 _ _ ° N '4' HYDRANT '� w , INDEX — i r f .+'� C #_' •€ ''=,{1 f! ®WG WATER GATE WG Z o 2 SHEET DESCRIPTION �, 4 �,. 4 ; fTg :4 ' '. `, , GAS UNE G 3 ®GG GAS a GG a _ ...:m-"—• �' -r'. � - w�'�"Y ,.��'R _t #fir �s. " ',,:........+---' -� ...+--.-'., • . .of -.. Z� r � - q'g. � � GATE C1 . 1 COVER AND INDEX SIGN � a l �, F i. , ;t >o;. \ �rF• 801 A�17 BOLLARD C2. 1 EXISTING CONDITIONS �►z� , _ _ _ LOCU = z ET ELECTRIC & HONE EfC o C3. 1 DEMOLITION SHEET I• � .,� � `�::, . , •, • : • >� � � `,. �; �� £r� �..� - , .� • '��.§�'�� ,,� 1'� • . � .<�, ,�--.� �� `� �`E C TELEPHONE q'* 11N "" UNDERGROUND ELECTRIC UEL W � (Cl C4. 1 LAYOUT PLAN UTILITY POLE C5. 1 GRADING AND UTILITY PLAN on"'" DRAIN MANHOLE QQ ►s +�� y t. s i .3 C6. 1 —C6.4 CONSTRUCTION DETAILS AND NOTES dr t • . _.„ _ _ �, . , `g •M 05 SEWER MANHOLE QQ If' ' 1 �` • r :r g fi° -`kms.tx• +"►#► _.- ._1061 t GRADE TO DRAIN GT w i; D ® CATCH BASIN ® E—I ROOF DRAIN � v D DRAIN UNE D R +S 7 TOl w V • � - x; # .'• � N x IL FENCE � � Q � i i R ^ TEST HOLE w O (n o � Q 53#1 SOIL BORING S W a'ti_ a�u' 4a s Y'� �, r,"'�+'' '�''+` �---R{•+�.j "ter '. % All . Ob,AIM t' DUMPSTER �C = a y •e F fA ..-•�+......s >,_p 'x mss:_..�.f V I C/) w L TREELINE � � W I W w TO BE REMOVED TBR Stl t w Q m � N VICINFlYRECORD OWNER: MAP ADJUST (ADJ) w ASSESSORS MAP 41 LOT 0283 SILT SOCK a w cr '° WHITE STREET SCALE: 1 "=250' W MAP 41 LOT 0284 ACCESSIBLE PARKING b O_ NO. 8 WHITE STREET 250 0 250 500 AUGUST 18, 2017 MAP 41 LOT 0298 NO. 57 REAR TURNER STREET SCALE IN FEET SCALE: AS NOTED BHCM INC. JOB No. 15-189 10 WHITE STREET SALEM, MA 01970 LATEST REVISION: DEED BOOK 29838 PAGE 552 SEPTEMBER 5, 2017 LAND COURT CERTIFICATE No. 84379 COVER & INDEX COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC. MECHANICAL. PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHAH RENOER IT UNUSABLE SHEET C1.1 IFNC�S RECORD OWNER: REVISIONS H ASSESSORS MAP 41 LOT 0283 50' SETBACK TO \ 10 WHITE STREET I MAP 41 LOT 0278 TOP OF COASTAL BANK S A L E M �g I No. 10 BLANEY STREET Q� NIFDOMINIONENERGY SALEM HARBOR,LLC 1 GRAPHICALLY PLOTTED TOP OF COASTAL BANK HARBOR 2. -9[571-7 CONSERVATION COMMENT Fo �T MAP 41 LOT 0284 I `� DEED BOOK 29932 PAGE 344 FEMA ZONE LINE ` C�U9l 1. 822 17 PUBLIC ACCESS NO. 8 WHITE STREET I 1 VE EL 13 100' SETBACK TO MAP 41 LOT 0298 ; TOP OF COASTAL BANK \ = HOF NO. 57 REAR TURNER STREET i S > I SHANE M.�csm I a I \ MEAN LOW g BRENNER H BHCM INC. 1 g WATER LINE 9 No.45917 10 WHITE STREET I 1 i ' \�- (1985 aF LOCUS SALEM, MA 01970 1 Egv I ` c�t19,0 b NL11nP ) ssi cishA\ DEED BOOK 29838 PAGE 552 y o (rnL� R (1985) \ "q1 UNO 5° SALEM LAND COURT CERTIFICATE No. 84379 10-.� HARBOR " w MF�N LOW WATE I ` pNca Ot 1 1 c1:14 Z \\ LOCATION MAP NOT TO SCALE I I at. Q U ' � DRAWN BY: JG/DJN � I 1 ` �e� SPFO) k.� 24-RCP - oNE DETAIL I I "E t. 'fix �'\� pU,�•EPD - � DESIGNED BY: TAP 1 s w wn FKO�Nv11 NTS 1 �,31•E 1 1, \ 537 ,,' I�tPL � -- ItE WPLI (6ELaJJ) o DUILDNG I 1 N674.73 T 4't' WPLK we ZONE X 10 1�a3 'a , ...�� --- PP*l OF O D CRPN 1 6 Olt.Nr �t ZONE AE EL' \ , 1 pit> CHECKED BY: TAP 05��R�_---- I L 1H 17-02 ahs/ ` OOWXLW04 Ot R FEMA ZONE LINE 6' VQ4vLptitlGE 01.E \ LGf1BLE5f0AE E = 5.8 y ° Rt1PL00AiRPCK '� ZONE AE EL'1 N2337' N1oF DG ff, \ qlb !_ 1 co 9AW 1 4.53' p19LDING 1N 17-0 \ o� IS-I N ZONEIX ` 2 . . . ( 0 _ ESFM� -5.9 POsr .. ; Lk2 f 0I� 1 I 9&1\ R-10.05 KO)-4.90 oxw -G 4" \ (1rP.) N \ ��°/ Ef NVJ1P ON )).E I Yl00 d \ KN)-5X' KC)-4228 - A ° _ \ KOUO-5.06 - ON. -- � © SOP °/ TH17-04 ELIC• / 1 > ^ 15 VG I �� ■ -, WATEPME,� 5,1' �-' o G c s u s s \ 1 `-T - - T '- T � o - , �. ' ry r O R-10.08 G- c s� s - G 5 8 VC ° -E --T -� In V c c-c-� s__s s- w w-w \1/BiiVC E -E _. _ GRAPHICALLY PLOTTED p,LF.L• i- s s- _w �I G o. L i ELIC o,,X,`_ '[� R E F. T s S-w- 8w GI w I WG L m \ WG o n ? E E -�' E E -- VEFEMA ZEL B ONE OIX�rINE ASD ELEL. k5 - - - - /- ~ \ PAVEMNi -- aNw WIDTH) _ ` '7 w °\ - DK LONG. ° f- TO DERBY �°� (PUBLIC-VARIABLE ° -._.._ = - A R " 1.4.86 ��l , \ �©\ ° �. v. a a� � _-- ,� '.y. y. ... P� ... b r\ o\ 0 STREET °""� b'Mat PEtc _ - arw � 825'02'05 E I + 5pµ1 ° �H f L( 41.70' I %j 0 R-BB2 ° �� -- - EOG OfPAVEp1ENf FD - Y DoT 1 KN)-5JO \ PMJEL E - _ - - f ELEL. e fO PIEPS pL0 ¶ }-1 N M Z LPI9 Ipxi �IEC.TRMYJ �•3I (C) o, KaD-4.24 C E E E&NErN RAMP / Q O J (C0p FV) Spg 27'37 SIGN \f rn p VEpld N( 6 \ z I w00(7 _ 1 1 a Q - o w/UR5 I ABp(/r •A, r Msz�r� \ °�� n ce f� - 1 ( I I O (J HawrHORn>R coM �a I I(A)-4 f I I I 'd w = w K A)-4.59 STONE s > F WATERPWES a KB)-6.41 CKAVEL IW '611MW ON WOOD , ASSESSORS ICC)-2.90 PAVEMENT ' ' \f �, 30- I ` I I +'+ Z O PMEL KD)-2,86 � � Q Imo, MAP 41 LOTS 0284, e _ a.D 51 wmp 0283 & 0298 M n-o5 f o RIP RAP o PIPE } I \ I ESI{WE- 5.8 �=4- LOCA11ON I AREA=1.831 ACRES o I - I A (TO =HIGH WATER LINE) Of LLJ '` I ON POI E �' c-- r- I 100' SETBACK TO 9� f `- � W0� I. v < Of 1 o �I I TOP OF COASTAL BANK m' DECK N MAP 41 LOT 0285 I ASSESSORS I \�� m z I MAP 4l LOT 0284 I \o o i 0 1 f\ 1 No.6 WHITE STREET rn �I II NIF NATHANIEL'S LANDING CONDOMINIUM S I f 4 m 1 S A i E M J Z DEED BOOK 6664 PAGE I o �I cmll v �o v o X 8 ' \ '• t1 L 1 O O " I - �,� � �� I s9 f HARBOR 94 N T^ y m o ; o w N CD q � ��;5' aC3 f) � X11 Q.� ✓+ -� o ' =��I �I zA \ =^' I cQ� ASSESSORS f Z fl 1� I I6 MAP 41 LOT 0283 - I \ R 8b2 I DOAi LFr -\ 2 1 Pia \ 1B 5 NP-7b8 x9.1 PAVED I - I Ri-SJ9 - I woos s r�ErAl. RAnw � W II D I WOOD o r WOOD NOTES: 1758' , I.RO(FDe 1 I 9tv WOOD • MV6. sJ ma i W APPROX/A(AlE ZONE LL1YE RECD _ __ __ _ - IN&MR14L ZONF D E E-E- 1. PROPERTY LINE, STREET LINE AND OWNER INFORMATION WAS N15'53'56-W --------------- COMPILED FROM RECORDS ON FILE AT THE ESSEX COUNTY REGISTRY 1 �ONREGISicn _ RESIDENW TWO FAMILY ZONE ro PERS I I I I Q (f) WOOD RIfR i ; W OF DEEDS AND THE TOWN OF SALEM ASSESSORS DEPARTMENT. MAP 41 LOT 0294 I o N 1 c \ BENCHMARK w&5 Ot pP5 I- STEPS PMkLS L+' U' 1� HYDRANT SPINDLE / G 2 I I I I --� ! , No.43 TURNER STREET > b+ 9- ASSESSORS WOg7 FRAa4E G L Q 2. PROPERTY LINE AND PARTIAL EXISTING CONDITIONS INFORMATION NIF LARRY HEADLAND &TERESAWALSH iN "L IE Z.t MAP 41 LOT 0298 EL=11.10 G 611KDNG W ✓ v z DEED BOOK 32800 PAGE 407 I r a COMPILED FROM PLAN ENTITLED "EXISTING CONDITIONS PIAN OF �, 64.22' I / ,/ G/ �--� C-I Q M LAND IN SALEM, MA" DATED SEPTEMBER 5, 2007 AND PREPARED BY N19'53'00'W WA1 \ Coke `/° / / v/oaDRArnP 1� I A"' �' w HANCOCK ASSOCIATES, 185 CENTRE STREET, DANVERS, MA 01923. ? ,� I - w Q > 18.36'(C) \ % ^4+/ G/4 ! I I L - . . . - o / � � Q 3. TOPOGRAPHY AND DETAIL INFORMATION SHOWN HEREON IS BASED i8 o R C� Z4. ID'(R) 838.05 +/� 4 / `/ r/s FLOAfING PIER r--� W o o UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL ENGINEERS AND LAND SURVEYORS DURING MARCH AND APRIL OF w N19'39'49"W GPRPC� " / / w xw 1 �,v / 24.22'(C) DOORS N20'46 01 E 2017. r a SWING 6.62(8) \� aT/ /W G s/ I�L --...--.-.--... o s- ►��-+ L = w I M M Two 5fOR1' OIJTwPk1J \ 5.37'(C) \ / '" / 'SEiw1;R . - •. •: . `. ►,-Lr U� W n Wppfl 87.00'8 PLUMP -. .. 4. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL MAP 41 LOT 0295 Z WLDING I_ \ O \ +/ °/ 5fM110N ` WOOt7 PIER MIH CONC.fhCK�• DATUM OF 1988. No.457 TURNER STREET 87.10'(C) GRANITE RET.WNL 1 'I . a(IN DISREPAIR) •... NIF CAPTAIN COLLINS HOUSE CONDOMINIUMS N19'36.16wW ; I/ °/ ��" -N ° 9 ` w I--�■d Q m O N DEED BOOK 33876 PAGE 298 12'39 w / O 4- V) 5. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED ON T+ .- E WGYJD Sf DH(FD) a OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD PLANS C1� I �`"/ PoofsRAr FEW ° (INP o�FACE WALL AND ARE TO BE CONSIDERED APPROXIMATE. MERRILL ENGINEERSco MAP 41 LOT 0297 Z ! i AND LAND SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE �3'� UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES No.53-55TURNER STREET n I N15'38'16'W-- Li NIF TURNER STREErTOWN 1 ; I I 122'± TO M,L,H! AND/OR SUBSURFACE STRUCTURES ARE SHOWN. MAP 41 Lar 0296 HOUSES CONDOMINIUM v� w I I I GRAPHICALLY PLOTTED a No.49 TURNER STREET DEED BOOK 17886 PAGE 50 0 v M ; 37.4¢' FEMA ZONE LINE NIFSANDRANORTHRUP o _ F � N I S73-47 38"W VE EL.13 R / AUGUST 18, 2017 6. A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON IS WITHIN Mi u� o� f MAP 41 LOT 0299 (E / MA DEP WATERWAYS CH. 91 JURISDICTION. DEEDBooK79ozPaGE2n ^ I I I No.57 TURNER STREET Z II �y� NIF HOUSE OF SEVEN GABLES SETTLE SETTLEMENT �0�/ " ! I WG I DEED BOOKASSOC6669PAGE 57 ATION � (tg851 SCALE: 1 = 20 FLOOD NOTE: I c JOB No. 15-189 BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN wG I \ �Nc.wA1 K 1YIn WA11 ZONE "AE (EL 10)" AND ZONE 'VE EL.13 " OF THE FLOOD - G- s-; GG LATEST REVISION: ( ) TURNER STREET \ SEPTEMBER 5, 2017 INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. - s- s- s- s- s s s 8 s s- :-5,- 5- S� 20 0 20 40 60 25009CO419G, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, (PUBLIC-VARIABLE WIDTH) LAY N20r2253 \ 2014, AND IS IN A SPECIAL FLOOD HAZARD AREA. I I EXISTING CONDITIONS -ww-w=w-ww W w- \ ` SCALE IN FEET COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC. MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE R IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. SHEET C2.1 ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHARENDER IT UNUSABLE. LL REVISIONS FHCL�SH c•< S'T 2. 9 5 17 CONSERVATION COMMENT y�' �p,� I 3ZYpC��9l o7gN 1. 8 22 17 IPUBUC ACCESS Sp I JgBS�q MAP 41 LOT 0278 S A L E MV,A j I No. 10 BLANEY STREET dry LLTHOMAS k COs NIFDOMINIONENERGYSALEMHARBOR, C 1 GRAPHICALLY PLOTTED HARBOR =� POZERSK! �• DEED BOOK 29932 PAGE 344 FEMA ZONE LINE civa N .... II /E EL 13 No.46856 a I � - . ... . . .. I I C `- �O., FC/STEPS LO U . ... --.-. . I I- `ni \ SS�pNAI ENG �C � �I a o PROP. SILT SOCK 16 rAva1! Ci S HARBOR. I a 1 FLOATING SILT AND TURBIDITY �� FLOATS \ MEAN LOW o E EDGE OF STAINING WALLS WA TER LINE AND BULKHEAD (TTP. \�� LOCATION MAP NOT TO SCALE j o 1 I (SEE DETAIL- ) SHEET �6.2 (1985 �I�,Pt47 NUS ) DRAWN BY: JG/DJN CDti� R PO ED BUILDING 1985) 10- w ELOPE N LOW WAR ( \ 4!i: 10 M'EA DESIGNED BY: TAP I UOt 1 ' r.A.mm pP \ FD) �� . INV- S+ ��. 1�-�•�= � CHECKED BY: TAP Ott _ L1@�(•# � � �. _ _ � s SrOKY D NTS AIL 1, - S3z '2240"E r,. . .. ; ,. �x -,� A. N�,r�ILC � �� w WD,ELAME T'31 E �(�FE 1`I fN . -� �- --� �ItEJ AWW L O o BUILDING I IN614 t.4} WNK VCL ZONE X /OPE �.. -� PAPP Q pFOLD 1 / ON O p5, - , �g ` .,C l �` 'i� Its�PWN'I,t�L��,•.� ��p � ' � / Orn cn 0. I b' 3.1't� U ROOF _--- I 11( gtU1191 ' IH 19-02 ^�� ... z � ` C1400 � .36 FEMA ZONE LINE wrm �E� � f � IH 11 - 5B � ao woad WCL A� N � ^ OVERVCR AE EL.10 b' CCSB E51JKE Tp1 DO 37' P EI�G NG C M .) 0 '/ VAtN ME ' ' 00 ZONE I NZ3r WD• q a ' DMN 1 4.53 plu NG hII7-0I FJ- A ZONEIX W0OI)P05r \ �° �� WNL oNpaE 1 ~ v SMN KA)-9.70 �' C / ^l KB)-9.90 O a W _ 4„ ` (iW)NN \ o EP N (TT.) I 1- 0 KM)-3'Jl KC)-A.28 A o N, _ � � 0 W B - Q PA o� f l 17-04 i/" U { KLUO-3.06 l5 VC --- i,. I ?: �� I f c 3 G_G-� s o�SWI'�CR EDL6 / �A1EI?t�3.9' �'�'S O t>IO.OB c--G- G s s i�cs E E11 E -T- T - T \ v U G l_G-_-.G GS�55 5 W-W -3W '`0___ E ESE _._ / ��E ''..':�� N I"7 Z A �s S s sw w W.- { W WG N 's WG 00^�G Jl _ o GRAPHICALLY PLOTTED O o J W\ E STREET ,- w-�- Bw I WG <TW) �'\ )^�° \ ff 2 e / -`c `__ , FEMA ZONE LiNE OLtfl,�1 : ` 17 _�- _ Q a+w , MP 3' -L`'$ c _ VE EL.13 -� - n ° ` W H l T tG as a 7 BIf CONC. a Ouuf - - _ u��ul RBYa+w VARIABLE WIDTH) _. 1-4B6 °\° ° PAVEMENt Q/V \ x 8 t` \� it - : - - I - c - , - E �.. �°1ryj (PUBLIC- ET �GRw - S2502'05"EI 6'VINtLFEACE \ c _.:_.._.._.._.. = FLOA1INGpIT3R5. (r AAI I.ROD -- ° (FO) \ 41.70' k 18B ° "_�-�� r0 PEES 3 DEMOLITION NOTES �z E . 40.3, (c) f)-4.29 (T_BR pMll E L - WOpDgMEfALPM�P 16 I (G0%PAD) $09.27'37" 516N PP�e ' NO F 3a 1, THE CONTRACTOR WILL COORDINATE THE CUTTING, CAPPING OR REMOVAL OF ALL UTILITY W/q5m I ggpUj E "B�VvERMARNE /°yA c6 S1� SERVICES WITH THE UTILITY PROVIDERS. COORDINATE WITH UTILITY COMPANIES TO DISCONNECT, IW 44(R) HAWiHOIm COVE" FJ�/ I( -4.59 CONCRETE UTILITIES SERVING THE STRUCTURES TO BE DEMOLISHED n = WAIERP�IM5 s Pp KP)`-6.49 SfGNE & , I I � SHUT OFF AND SEAL N CO ( ) � I WOOD V CKAVEL BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY 1= °b"MW PNJEL \ .�ASS SQ��,f y.. �P)-2 PAVEMENT \ 1 � Q DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE Iti11D M1�41 LOTS 0284 1 e I •% I I I m U) THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE PROPOSED CONSTRUCTION OLp5EWt;R PRS 0283 & 0298 ) iN 11-05 gc -n-. = t P PPP I ENTRANCE SEE DETAIL I IIS SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO PIPE AREA=183 EDAM - 58 eECOW I _ r-+ O INSURE THE CONTINUATION OF SERVICE. I I� LOCATION t5ER5 (TO MEM! HIGH WATER UNE)r; _.. c `' m• \ I �� ZD 2. REMOVE ALL EXISTING STRUCTURES INSIDE THE ENVELOPE. DEVELOP PHASING PLAN FOR i I� 1 ON PRE \�� I ` 100' SETBACK TO �\� r o I � �` PROPOSED REPLACEMENTS-RELOCATIONS OF DRAINAGE AND UTILITY PRIOR TO REMOVING. I 1 o- g I TOP OF COASTAL BANK mI ::A W0 - r, ASSESSORS I \ '` �� Q I \ �, • � SCK w � N 3. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, rn I MAP 41 LOT 0284 CI \o�= - a I \ STATE AND LOCAL REGULATIONS TO INCLUDE ASBESTOS CONTAINING MATERIALS. o of �1 m �o g I ,� 'm L E NI N � v o til M To �e 8u m S A cz 4. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO N �jz w i m v i I I D B Q R, THE GROUND. gls go i8.8 ml � bo �� _ N A 1� 5. DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. o WI I n� \ u I �4 q CON n ~ W ASSESSORS w 6. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF ylz al Q , MAP 41 LO'T0283 C3 ` DOArLIrr HOISTS, DERRICKS OR OTHER SUITABLE METHODS. i I - e R-8b2 PA&A\ 83 SIWP-9.88 L . . 7. BREAK UP CONCRETE SLABS-ON-GRADE. 1 \ a 8. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS. I 1 \ R- J9 I CO I ►y w I I-519 I 9. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH I 1 \ D - WOOD $ MEtA1 �OVAP O ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. j.ROp I WOOD V� - -� A U z _ 17.68' _ (FD) WOOD BLDG. I APPROXMlAIEZONf LINE _ __ __ - _.�, D _J -- Q < 10.A000MPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE I15'S3'S6"W Z -� --- a ____ INDUSIRWL ZONE E E-E- C -------------- __, UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. I " �' RESIDENTIAL TWO FAMILY ZONE WOOV Bit / I TO plEt 5 ( I I a � ( w WOOD DECK 5TP5 F*EL5 a p 11.COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF MAP 41 LOT 0294 a, N \ BENCHMARK &SiEP5+ w O v STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS CONSISTING OF STONE, GRAVEL AND No.43 TURNER STREET � rn t>Ni HYDRANT SPINDLE G 2 SrO�t I I I x SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER' ORGANIC MATTER. -' ASSESSORS EL=11.10 WOODFI?M4E G � I E"'� c z N/F LARRY HEADLAND & TERESA WALSH j Tg (IBR) OULVING I �..r w L p Z � MAP 41 LOT 0298 + G � STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIAL FROM DEED BOOK 32800 PAGE 407 w = w Q) m 64.22' a DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE - �� / + � \ C� ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF N19'S3'00"W SP1 NPS ` (flrn +� G/o I WOODPAMP i i I I l = N STANDING WATER, FROZEN MATERIAL, TRASH, DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL 8+ L �' E'~ : ~ 'm ,� o LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT 18.36'(C) � �eJ+� �� I , I \ �" U) w w TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO N21'56'440E + Qv � G s S I I \ FLOAfNGpIER �y J 3 w PROVIDE SURFACE DRAINAGE. 1B.0 RSC. 24. 10�R) �8p5 +� ��. / I I w Q 12.REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, _ cim 24,22'(C) _ p N20'46'01"E _ \ /"/ +/ �(T� o SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE MATERIALS. REMOVED MATERIALS MAY NOT o}}� � �SWNG 6.62(R) + G s w BE STORED, SOLD OR BURNED ON THE SiTE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE NI ") iW05fOPlI \ 5.37'(C) / +/ G� ( Y 1 ` .. MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED z WOOD \ 87.00(R) + / PUMP i ` .a wooD��r WITHCONC.DECK`- MAP 41 LOT 0295 BWLDING + 5fAilON BY THE FiRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENTS. - 87.10'(C) pPNIfE I r.WALL 1 ( G y� -� "a(IN IMPAIR) = - •;� -••- . - d (� a No_4547 TURNER STREET I �+ I,'. • . a • . : ' . .`. NlF CAPTAIN COLLINS HOUSE CONDOMINIUM'S N 19'36'1 6"W w ; �j // cy DEED BOOK 33876 PAGE 298 12.39 / 13.THE CONTRACTOR WILL PROVIDE TEMPORARY UTILITY SERVICE CONNECTIONS AS REQUIRED BY - I /TO DH(FD) B.H.C.M. TO ENSURE UNINTERRUPTED SERVICES AT THE MARINA UNTIL PERMANENT SERVICES ARE O ° 3�I `JP95-x PN FEHkCE �IIp FACE W LL o PROVIDED. ^�00 CJUFt _ 0-------0__O. I� AUGUST 18, 2017 MAP 41 LOT 0297 93.00' o No.53-55 TURNER STREET A ; I 635N 161 18, ^ ,W � SCALE: 1" = 20' N/F TURNER STREET TOWN IN 3 122'± TO M.L.W. MAP 41 LOT 0296 HOUSES CONDOMINIUM w I C PHICALLY PLOTTED No.49 TURNER STREET DEED BOOK 17886 PAGE 50 C> co 37.4 ' FEMA ZONE LINE 1 J 0 B N o. 15-189 N/F SANDRA NORTHRUP LLc go 1 ' I a $73'47 38"W V£ EL.13 MAP 41 LOT 0299 DEED BOOK 7902 PAGE 272 3 I^ I I I la P LATEST REVISION: No.57 TURNER STREET TNi z II I WOOD N/F HOUSE OF SEVEN GABLES SETTLE SETTLEMENT � LO�� SEPTEMBER 5, 2 017 WG; ASSOCIATION �, 9V DEED BOOK 6669 PAGE 57 J �EP� �� DEMOLITION PLAN WG I ref,�.WI GRANITE WALL 20 0 20 40 60 G GG-C 0 COPYRIGHT © BY MERRILL CORPORATION TURNER STREET - uG :- \\ NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC, --- s --- s s 5 S - 5 5 B"CLAY SCALE IN FEET MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. (PUBLIC-VARIABLE WIDTH) 'F- N2O'22 S3 PNY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. j� SHEET C3.1 -W W W W W W W- REVISIONS 5� HST c 2. 9 5 17 CONSERVATION COMMENT F y�. leo X47tw 1. 822 17 PUBUC ACCESS 1Ad5�q `` j L L L �y MAP 41 LOT 0278 S A M No. LO BLANEY STREET \ a� THOMAS A s� r!� NJF DOMINION ENERGY SALEM HARBOR,LLC HARBOR i POCIVIL I DEED BOOK 29932 PAGE 344 \ $ No 46859 H 9F41 TE LOCUS of �. I IA eAL SALEM, , HARBO T - PROPOSED GATE-ACCESS LOCATION MAP NOT TO SCALEI I _' _ ' W/ PUB VA ACCESS SIGN \ DRAWN BY: JG/DJN P OPOSED FENCE x w WITH POSTS \ DESIGNED BY: TAP PROPOSED OVERHANG X55 CHECKED BY: TAP DETAIL 1�, ,-�-' PROPOSED GUARDRAIL 5.48' 'PROP / CN O 5 MIN Pq�D PU cio PR. H.P. SIGN W BOLLARDS �I oN o ( B(!C ACOS Wq ) ® CD N PROPOSED MARINA BUILDING SLAB EL= 9.3 � po r _ 7,500± S.F. FOOTPRINT (FOR ACTUAL DIMENSIONS �' • PROPOSED ADA RAMP ' pp00 AND ELEVATIONS SEE 3.24' O 5 pl ARCHITECTURAL DRAWINGS) 1.6 MIN RAMP WITH RAILSLn DOORS © P ED MEMBERS ONLY �� \ \ 0 9' ?� SIGN O -_ "Y" pry CO U _ © OC-4 04 Z �oNK.` , r , . ..I_ P SIGN . CESS Wpy✓,WAY - -� �i� �� Q � J W1DE.PNBUC _ ----- m < PAVED 5 - a w—lOh.` o FIRE.IANE `PROP• AT GRADE = --'_ — _ — _ �—. . O o _ `a w—oHw LOADIN ROPOSED I � G p1tEA� PUBLIC -- � ILLTff UUU > ~ �a w WIDE 0 24, ACCESS / — Z O CONCRETE APRON DECK —��, (� 2 0 3 o� T 24 • Q a 3 �1EN 19' o� EDGE OF PC` o PROPOSED BOLLARD .o PROPOSED TYP. W EMBERS ONLY SIGN Of w AT OVERHEAD DOOR .N m NOTES: co (TYP.) �?� ® �' °- (BY OTHERS)FUTURE A.D.A. RAMP ,-I z 1. REFER TO LANDSCAPING PIANS FOR PLANTINGS, SCREENINGS. o 0 AND WALLS. ASSESSORS �N, DECKERS ONLY N 2. EXACT LOCATION OF PROPOSED PUBLIC ACCESS WALKWAY WILL N BE DETERMINED DURING THE CHAPTER 91 APPLICATION " MAP 41 LOTS 0284, Q 0283 & 0298 NOTE: EXISTING RAMPS To FLOATS AND FLOATING PIERS ARE LICENSING AREA=1.83± ACRES © FOR MEMBERS ONLY ACCESS. G (TO MEAN HIGH WATER LINE) W S A L, 1 3 HARBOR _ W TYPICAL LOT DATA ASSESSORS i - -. _��' Z. MAP 41 LOT 0283 w DIMENSIONAL MATRIX REQUIRED _EXISTING PROMED - LOT AREA 40,000 S.F. 79,7151 S.F. NO CHANGE �T _ -- r L W PROPOSED MEMBERS ONLY FRONTAGE 150 FT 43.52 FT NO CHANGE LOT WIDTH 150 FT 241± FT NO CHANGE MAX LOT COVERAGE 45% FT 5.3 % 12.2 % SIGN a � W FRONT SETBACK 30 FT 0 FT *5.0 FT -- REAR SETBACK 30 FT 295± FT *155± FT --- z SIDE SETBACK 30 FT 1.4 FT *'5.4 / , w Q � MAX HEIGHT 45 FT 14'± 36'1 a I °. i jj L (� (n > MAP 41 LOT 0294 BLNCH�IARL rT, O ARANT SPINDLL. W Q Q w No.43 TURNER STREET I j L� —L.I LARRY HEADLAND& TERESA 1d4ttVr ® ASSESSOR EL=I L 10 I C—' S *APPLICANT OBTAINED VARIANCE RECORDED SO. ESSEX 164, BOOK 35676, PAGE 137, DEED BOOK 3^,300 PAGE_407 MAP 41 LOT 0298 w o n RECORDED ON 2/13/17 ISSUED TO BHCM INC. # ® PR. 5 WIDE WALK ¢' PARKING AND LOADING TABLE: ' - - C/) W w o � 33US DESCRIPTION: REQUIRED: PROPOSED: D. [� Q m o Lo STALL DIMENSIONS 9'x19' 9'x19' c o G oQs ` W PARALLEL 9x22 9x22 DRIVE 20-30 20-30 o PARKING** 21 117r�✓� \ MAP 41 LOT 0295 3;;1. ��; 4` � a AISLE WIDTH 20' 20.5'-24' No.45-47 TURNER STREET w \:F C:1 PTAIN COLLINS HOUSE CONDOMINIUMS LOADING AREA 1 1 DEED BOOK 33876 PAGE 298 FUTURE GATED ACCESS TO HARBOR PLAN AUGUST 18, 2017 **REQUIRED PARKING CALCULATIONS TABLE: HARBOR WALK hLAP 41 LOT 0297 DESCRIPTION: REQUIRED: No.53.55 TURNER STREET - SCALE: 1" = 20' N/FTURNERSTRL•LTTOWN COMPANY VEHICLES 1 SPACE PER COMPANY VEHICLE AT 2 VEHICLES = 2 SPACES MAP 41 LOT 0296 HOUSES CONDOMINIUM EMPLOYEES 1 SPACE PER TWO EMPLOYEES AT 12 EMPLOYEES = 6 SPACES No.49 TURNER STREET DEED BOOK 17886 PAGE 50 JOB No. 15-189 N1F SIANDRA NORTHRUP V c L J 1 SQUARE FOOTAGE 299 1 SPACE PER 1,000 S.F. (EXCLUDING STORAGE) AT 12,460± S.F. = 13 SPACES DEED BOOK 7902 PAGE 272 MAP 41 LOT TRE I ET LATEST REVISION: TOTAL REQUIRED SPACES = 21 SPACES I No.57 TURNER ST N/F HOUSE OF SEVEN CABLES SETTLE SETTLEMENT � ... SEPTEMBER 5, 2017 TOTAL SPACES PROPOSED =124 SPACES —� --- _ASSOCIATION I DEED BIOOK 6669 PAGE 57 I. LAYOUT PLAN 20 0 20 40 60 M Et AM- COPYRIGHT © BY MERRILL CORPORATION U R N E R S T R F L l \� NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC. '7' MECHANICAL. PHOTOCOPYING. RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WTTH THE EXCEPTION _ - SCALE IN FEET OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE R IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. SHEET C4.1 t�'-` - q ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL FENDER R UNUSABLE. \-= CREVISIONS 2.T 8922 17 CONSERVABUC TION COMMENT O �� y I TC r E I:K �, CESS S A L E TVI �` �T,A OF 6{q5�� `�� I I- 1 HARBOR i THOMAS a sa ' �' ,t5 ; dAi II' o POZERSKI R pN CALLy PLCJ7ED " FE,d-(A _ONE LINE 1v CIVIL No.46859 7�'o,�S cTSTEPEG��cR. LOCUSON AL II PROP. SILT - FLOATING SILT AND TURBIDITY RECONSTRUCT REVETMENT AS ' w NAL ARRIER W 6- B FLOATS `�' SALEM SOCK EDGE OF ETAINING WALLS NEEDED A ��► �6)1 \ HARBOR � AND BULKHEAD (TYP.) / (SEE DETAIL-SHEET C6.3) EET C ECATION MAP �NOTO SCALE 1 1 (SEE DETAIL-SH Ei.3) r ' DRAWN BY: JG/DJN DMIi1_ (REPLACE EXISTING) 30" FE INV EL=1.5-_._ MEAN HIGH RIM=8.92 ? WATER LINE EX. 15" INV=4.70f (ALONG METAL 24" INV OUT=3.95 PROP DMH 7 WATERTIGHT - ON ALL DMHs) SHEATHING DESIGNED BY: TAP PROP _SMH 1 (REPT ACF EXISTING) RIM EL= 9.Ot (TO FINISHED GRADE) BULVHE4D) RIM=8.9 30" INVS=1.71 EX. 15" INV=5.15 W� REOFLEX-37G INLINE TIDAL CHECK VALVE OR APPROVED EQUAL j 24" INV OUT=4.25 CHECKED BY: TAP (SEE DETAIL-SHEET C6.1 AND C6.2) 1 (REFER TO SHEET CID 1) PROP. NEW GAS SERVICE p " `z, _ vlih .r,. 1- g �'rd1; y ROP PA - =-� �- p sp v °` �1 0 0 (BY OTHERS) EED pDe G Y17x,Uhf v� ' o CD ClC qD�fS. '1 m � s W '� N d PROP. NEW WATER SERVICE - °O (INSTALL PRIOR TO HYDRANT. r g 3 58 I� SEE NOTES 1 AND 2) RROppSED Sl1�B EL- by $ R M 9.1 H 4 I00 o I, 8" INV IN=6.80 PROP DMH 6 - 6' DIA. FIRST DEFENSE _ PROP. 6" I� PROPOSED RE-CHARGE SYSTEM P7.0 � ^ 12" INV IN=6.46 �85'L x 15'W x 2.5'D EL= 7.0 CORPORATION 5.25 ADA L=15' 30" RCP HIGH CAPACITY (SEE SHEET C6.1) �� W 5 ROWS OF 12" + RIM=9.0 \ STOP O S=0.007 HDPE PIPE 80' LONG. R FER TO F`` r 30" INVS=1.81 r� o --- (REFER TO SHEET C62) - ' SHEET C6.2 titiE• E �� U G.T.D. PR9�._�"�]RE TO -- , _ i o � Z „w` _ >a R E r- ` s - PcA p W.G. -PROTECTION LINE SS WAIXWA.... SEE NOTE #5 ,�' �i o J - - �o w G.T.D. - i oHW` ( 1 -- _ _. w p O w v W lN1L. c o e't�. V11DiE PUBLIC ACCE - Q J -- OHW s � ) E S 'W w �� EL= 7.0 G.T.D. - O - __ E PAVED 5 • • _-._ - E E _ - 0 aNw` 1ZR W yr GW.S.O. + PAD L R. CB 2 / c OP. AT GRAD= -- E-E- E ._E �� O Of = W `o "�°"•� __ Y_o�w-�Hw- o�w sr, o_ <v G.T.D./ P O'I"; ON 5,W) ` W RIM-8.90 4�� uEt�u� PUBLIC - _ - > � oew • _ n ,, ww- TEL \ 12""INV=4.90 L ACCESS I l _ - O 0 oNw J - _ - - �� _-a•- y 82 g of DECK ¢ O u Tac �) I I J 3 x- PRO. CB 1 uFl GAS TRAP \�oA, ,ufL� PROP. 0 1 it I o= t RIM=8.71 m w O _ 007 o O UEL�Uf` (BY OTHERS) 1 12" INV=4.86 w S_ W -� TIE EXISTING � E`/ SEE NOTE 6 UNDERGROUND I /14 E�CtR1C /uE� ELECTRIC TO NEW 1c II `JME u GROUND UZI- / SERVICE I J o OPROP UNDO / C) z PROP. DMH 4A 4" / m uE� RIM=9.0 � =_ _ PROP. DMH 2 C.O. TYP e�- 12" INVS =6.46 Q RIM=8.6t REFER TO • TOP OF WEIR =7.46 12" INV IN(CB1)= 4.76 SHEET C6.1 \. 12" INV TO DMH 4= 6.1 / PROP. DMH 5 (6' DIAMTER MH) J 24" INVS=3.78 m PROP. DMH 3 o ° RIM=8.8 a °` I S A �, RIM=8.6t F.G. o >Z 12" INV IN(CB 2)=4.7 v r I R " PROP. DMH 4C 24" INVS(3.36 a `o 30"INV OUT=2.20 I I� K A R B O Q' RIM=9.1 t l 8" INV IN=6.8 w 12" INV OUT=6.46 L=5' 30" CLASS III RCP S =.007 oBUTTERFLY GATE VALVE_ \ 30AT �` CB 3 it `8�Z INSTALL GAS TRAP (B.G.V.) �I IL �1 w UTILITY NOTES: RIM EL=7.90 0 (SEE DETAIL SHEET C6.1) PROP. M S DMH 4 6' DIAMTER MH) #fA \ _1 12" INV=5.20 ¢ w 1. ROUTE WATER SERVICE UNDER DRAINAGE AND UNDERGROUND SEE NOTE #7 / 12" INV IN (DMH4A)=6.0 G.V. , 24" INV IN=2.73 a ' (REFER TO SHEET 6.1) \ SEE NOTE #5 - _��- _ -Vcl"") UTILITIES. 30"INV OUT=2.23 ? -ter 2. ROUTE UTILITIES OVER DRAINAGE AND WATER. _ a 3. ROOD LEADER ON THE NORTH SIDE SHALL BE ROUTED TO L i w U < THE FRONT OF THE PROPOSED BUILDING CONNECTING TO THE - a ((((� � 8" CAST IRON DRAINS (REFER TO ARCHITECTURAL DRAWINGS) PAVED APRON o � `_ . I � '� o<) cn PROPOSED 10' �Y, 4. THE CONTRACTOR WILL CAST ALL NEW MANHOLES, CATCH I w BASINS AND STRUCTURES TO ACCOMMODATE EXISTING AND TEMPORARY EROSION CONTROL - PROP. o PROPOSED CONNECTIONS AND ELEVATION SHOWN ON THIS I _ PLAN. CONTACT MERRILL ENGINEERS IF THERE ARE ANY STRAW BALES r w = w a (SEE SHEET C6.3) F 1 M N HIGH �, �I I - ¢ o I,,.�. , WA LINE \ Q� = Q CONFLICTS. (ALONG WALL) -- - - 5. THERE ARE EXISTING UTILITY AND WATER SERVICES TO SOME I EL=4.41 I; - - C� w w OF THE SHEDS, STRUCTURES, AND OUTBUILDINGS. THE CITY I ` J w � w AND UTILITY PROVIDERS HAVE NO RECORD OF THESE I ` ILI _ - - W W Q II I � � m � � SERVICES. THE CONTRACTOR IS ADVISED TO USE CAUTION DURING EXCAVATION AND CONSTRUCTION AS THESE SERVICES w ARE PRESENT BUT ARE NOT SHOWN ON THIS PLAN DUE TO n w THE LACK OF PUBLIC RECORD. ADDITIONAL UTILITY WORK, 0- Q a LJ THAT IS NOT SHOWN ON THIS SITE PLAN MAY BE REQUIRED a TO SERVICE THE SITE. NOTIFY MERRILL ENGINEERS AND LAND SURVEYORS IF ANY SITE PLAN DESIGN CHANGES ARE NEEDED. AUGUST 18, 2017 6. THE ARCHITECT WILL ENSURE ALL ROOF LEADERS DISCHARGE INTO THE RECHARGE SYSTEM. 7. IF EXISTING CATCH BASIN DOES NOT HAVE A THREE FOOT SCALE: 1 20' " = DEEP SUMP REPLACE WITH NEW CATCH BASIN WITH FOUR FOOT DEEP SUMP. I(l JOB No. 15-189 �Ic LATEST REVISION: 9 SEPTEMBER 5, 2017 h` t ' GRADING AND UTILITY 20 0 20 40 60 COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM. OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTFtONIC. �-T OFCANYIR REGULATORY OAUTIHORITY WHIDCING H MAY REPRODUCE WITHOUT NCON UNCTIONESS WITH THEN CCNSENT PERFORMANCEFOFEOFFICIAL BUSIILL NESS WITH UNDERTHE TS JURISDICTION, SCALE N FELT ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOU THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER R UNUSABLE. SHEET C5. FRAME TO BE SET IN FULL WATERTIGHT MANHOLEADJUSTAND COVER ADJUST TO REQUIRED GRADE BED OF CEMENT MORTAR (SEE SHEET C6.2) WITH BRICK MASONARY OR REVISIONS HEAVY DUTY SHALLOW 4" TALL FRAME & GRATE REINFORCED CONCRETE WATERTIGHT MANHOLE LEBARON LF244 OR APPROVED EQUAL BRICKS OR REINFORCED CONCRETE MORTAR GRADING RINGS 1 Notes FRAME AND COVER 4 s RADING RING MAY BE USED , , - - , 1.MANHOLE WALL SLAB FOR GRADE ADJUSTMENT EIII 1=III— IL PRECAST REINFORCED VARIES(SEE NOTE 5) THICKNESSES ARE NOT TO " ul- I 2.CONTACT HYDRO 7 MAX. _ CONCRETE MANHOLE FLAT SLAB TOP 3 5 BOTTOM OONALFORASTRUCTURE 4" 1111 1 94" LEAR ELEVATION PRIOR TO 1. 8 2. 9/�417 ICONS 22 17 PUBUP ACCESS PRECAST 2" C 18" PRECAST REINFORCED 10" COVER SETTING FIRST DEFENSE 10" " JAMETERF N) CONCRETE MANHOLE "0" RING RUBBER GASKET JOINT =D �D MANHOLE.O NTRACTOR TO CONFIRM FLAT SLAB TOP n RIM,PIPE INVERTS,PIPE DIA "Wr MA 1 CHAMFER MIN. 0.12 SQ. IN. STEEL PER 1 AND PIPE ORIENTATION �` s n n PR OOR TO FABRICATION. OF UNIT THOMASA °yin n " " , PIPE INVERTS:71 in/5.97ft RELEASE �v 9 1 CHAMFER0 RING RUBBER GASKET JOINT HEIGHT OF 48 + 1 DIAMETER 4 HOOP VERTICAL FOOT PLACED" 48" + 1" DOVIDE "V" OPENINGS ACCORDING TO AASHTO / / 3IVIL(1 COVER) nRISER SECTIONS a � clvlLNORMAL DESIGNATION MI99 PREASSEMBLYREFERENCE:473(4In13.98ft No.46859 HEIGHT OF 12 C.I. W EMERGENCY w " A JL 1115/,5 SUMP DEPTH ° 9WATER VARY FROM 1 TO 4 2 CLEARRISER SECTIONS SHUTOFF ALVE (SEE RE BY DATE DESCRIPTIONLEVEL BOTTOM OF INTERNALS:30 318 in 12.53 ft VARY FROM 1' TO 4' BUTTERFLY VAL DETAIL) > 1- 3 BAR AROUND OPEN REVISION HISTORY FOR PIPES 18" DIAMETER 2 DanS/1a vin=ro•. AS NOTED ON PLAN AND OVER 1" COVER A A MORTAR ALL JOINTSN. 0.12 SQ. IN. STEEL PER PIPE OPENINGS TO BE 240 SUMP:0In/0.00ft Drawn Checked Approved MORTAR ALL o RC VERTICAL FOOT PLACED PRECAST IN RISER SECTIONS JOINTS a o ACCORDING TO AASHTO OUTSIDE PIPE INLET Title DRAWN BY: JG/DJN DESIGNATION MI99 DIA AND 2 RCP SECTION A-A 6 FT DIAMETER 1" CLEAR �, iv OUTLET FLOOR OF STRUCTUR TO + PIPE BE HEADERS LAID FLAT �� FIRST DEFENSE 8" MIN. _ PROPOSED GAS TRAP ,o z �4 DESIGNED BY: TAP PRECAST CEMENT VVV PROVIDE "V" OPENINGS o00o BRICK CHIPS AND MORTAR OR r`� `�\\ 5 CONC. BASE UNITHIGH eo�e> CLASS "A" CEMENT CONCRETE Lim 3 GENE CAPACITY FLAT TOP-PRECAST GENERALNOTES: CHECKED BY: TAP SHALLOW GAS TRAP CATCH BASIN BRICKS LAID ON EDGE Hydro as Ananalfor tdaional esig.Cofttadassisla Nydolntemal anal for site spedflcfahlcaBondrawtrge. {�. ��® INVERTED ARCH WITH P P ( ) 2.The mmdmum diameter of the inlet a«,get ep�a® Inlet i e s can 1�b�•F«pipes�van so•,please Lnmaa FLAT TOP Hydro International pipes for addpossible (n design assistance. enter anywhere a.NtumwamlaipeaaPecanvamrarmpm>eddraina International ® � T/1 0 0 0 4.Inlet/qutlet pipe angle can vary to align with drainage nelWork(refer to pro)ecl plata). (NOT TO SCALE) within 24D arc. 5.Peak flow,rete and minimum height limited by available corer anpie diameter.d �q ON o B.Larger sed-event storage rapacity may be provided with a deeper sump depth. O CE) t:0 *CAST ALL STRUCTURES TO PIPE ORIENTATIONS AND ELEVATIONS Parts Ust PRODUCT SPECIFICATIONS: SHOWN ON THE GRADING AND UTILITIES SHEET PRECAST CONCRETE MANHOLE (DMH) REM SIZE 1I DESCRIPTION The buab,e, system Shan use anMced.almtto separate pdhnantsfromstolmwalenmoff. StormwaterSolutlons � N 1 72 I.D.PRECAST MANHOLE B. The treatment systemshallgtwigmgrelimbolexavation(arenand depth)asshoxnInOmpm"dplansand 94 Hutchins Drive 00 win not exceed the dimensions for the design tow rates spedw hmem. Portland,Maine 04102 (NOT TO SCALE) 2 LEDGER SUPPORT C. The bestmedsysmm Shen mrnwegreoWihan«equa1a90%ofTSSbasMmlhe Targetpvwe$tm Tel:(207)75M200(TPS)of 106 microns ancifor 00%or TSS based on the TPS of 230 microns at 22 cts and 9.8 of&respectively. 00 3 SEPARATION MODULE D- The treatnknt system sten cotwey Bre Peak Orl-nne Flow Ratesd to 32 Us wgrouttsus, Fax:(207)756-6212 pp 00 *CAST ALL STRUCTURES TO PIPE ORIENTATIONS AND ELEVATIONS 4 30 INLETPIPE(BY OTHERS) s1^�me�b�- FugepleIndependent aboralmyscour testing shag demmsbateef6uentmnbdofbaa stormwatedngl,iry@hydro-iM.comLn SHOWN ON THE: GRADING AND UTILITIES SHEET than or equal to 5 mgrL fofall tows up to 2011%Of MTFR-106. / ✓ PROPOSED 5 30 OUTLET PIPE(BY OTHERS) E The beahtrem system shall be capable of capturing and reabdng era sot and send size peredes. Arrelysis of d > C tephned sediment from atcea,e field installations shag demonshate particle sizes predominately In the DOWNSPOUT 6 30 FRAME AND COVER(OR GRATE)(ROUND) 20.dwn PROPOSED "g" o \ 0 PROPOSED ""yw"^q'•"'M"ra°'�r.a°°'r^'"i'mc°'°u".°m.s"'oN°°M[.'AmoSm,.""adoo"a�.vl.t""�,'"1•dint^a.�rrwmu�rue,lsyb,.naum...oaa.wmmrattaenoedm.a� CAD Ref: F6HGMAX \ U OVERFLOW ©2008 me ea dm pod,awn mawuam mdm apw�^m+nmsdoadr.Mdah knaAo"I vm.pd ryafwnawwwmd nde.mmR+.area.e.nn 4s ma..ds.rwda®m..or.saapmdw.waamw ne.m SCREEN Project No- xx-xxxx anw.Frrdre m"aWbW w"weWyadtlabn,arryMaaybllle pwMmawadlbwRwtOrt"nttwa�Y pertm".oq�rcn"ds wNadbmndav"at"tla Or Oil mr,d[ba Mlo,Oth FtYdOlnlarrietbnwh dWpi aped9atlm,. Hydro lntemagonal Mora mtwnepa"1u,m vroomgmn.�arosv.a.µa..Naramas.dnm+laro..rdrl�,am mt4l.,"as"a...eq gear..vw.a..a.."mos.a..e,anowm.m oote,,.[ror.vpm�.. ) M C (� pm.ean a.a+a a..®"yioeedwmrea .„•^drY,wn.e,ee..[gor.naa"aiaivansmrm.e:eepaSd merokwrowpoo, t wrrddm aaraulr,mvSmol. Drawing No. FEHCS1 Rev.A N7 cD PROPOSED STOP o C-4 ? J 3'SMIN OF STONE a � ¢ J 0 � � Ir Ir HDPE \ W 8"� DI PIPE (SEE PLAN) -DRAIN- I,�JI W = w _ Liu RECHARGE TOP & COVER APPLY HOT BIT. ASPHALT z O 3 SYSTEM S= ME .02 (MIN.) 2 PROPOSED FINISH GRADE UNPAVED PAVED SEALANT TO JOINT _ 45' ELBOWS 3 MATCH �-t 0 6" TOPSOIL & SEED �\\ .. ..;;..•:::•.,�:;;:: �EXISTING a Q) w� TYPICAL DOWNSPOUT DETAIL ® SHAFT �\ \ \\� GRADE m N FV/— OPERATING NUT \\ \\j -I _j z " SHEETING (IF REQ D) / SELECT BACKFILL \, REFER TO BIT. CONC. o — NOT TO SCALE) -STEEL SHIELD TO BE CUT OFF 5' MIN i\ \/j PAVEMENT DETAIL 0) C En (DIA. j" LESS THAN SHAFT BELOW GROUND & 2' MIN �\ I \ �i N � ABOVE TOP OF PIPE \\< BACKFILL WITH GRAVEL W �; BEDDING 12" OVER PIPE ANY SHEETING DRIVEN >\ \ EXTEN ION STEM - 1 DIA. WHEN PVC PIPE IS USED C BELOW MID-DIA OF PIPE \/ MANHOLE FRAME & COVER AS MFG. BY o 3" COLD ROLLED STEEL SHAFT SHALL BE LEFT IN PLACE j \/, BACKFILL WITH GRAVEL BEDDING TO MID-DIAMETER MORTAR E.L. LeBARON FOUNDRY CO. CAT. N0. ,a >: e . WHEN OTHER THAN PVC PIPE IS USED LT. 107 MARKED "SEWER" � i\\ <�' >" o^ �:%`• j E•-" " ELEVATION 11.0' OR UNDER MUST BE BASE > e "�. \j% REMOVE ALL DELETERIOUS 0-4 6 GASKETED & BOLTED WATER, SEWER, DRAIN, �\ 6 -o. T a y,e 12 i (� 4 �— OR FORCE MAIN PIPE % " " e „o MATERIAL AND REFILL W/ / • • >�' \i STRUCTURAL CLEAN WELL Qi 8n 2' 8". 2 COURSES OF BRICK MIN. 3-1/4" j /, �'\/' ///,/' �\ �/� GRADED FILL, 3" MAX STONE REINF. CONC. CONE SECTION 6 (COURSES OF BRICK MAX HALF SECTION \ \\/� y HALF SECTION C� I a a (3//8" MORTAR JOINTS) SOCKET FROM " STEEL IN EARTH W IN ROCK (/) POINT UP BRICKWORK OUTLINE W TO FIT VALVE STEM (D+2' 3 MIN.) Q c MASTIC JOINT GASKET a ° *DRAINAGE EMERGENCY SHUTOFF TYPICAL UTILITY TRENCH U Z (TYPPER ALL M.H. JOINTS) ALUMINUM WITH NON SHR NK MORTAR VALVE SHAFT EXTENSION (NOT TO SCALE) ►•••� ��-, Q PER FED. SPEC. SS-S-2PLUG ALL UFFING HOLES 10, > TYPE 1, 1-1/4" OC CTR. = M.H. STEPS (NOT TO SCALE) U A" ch6 w 0 ° d *CONTRACTOR WILL VERIFY PROPOSED APPUCATION W , , Q A. CONCRETE WAIL CAN FIT WITH SUPPLIER PRIOR TO PURCHASING MATERIAL E—f z WHERE STUBS ARE REQ'D '""'' w o w LOCATIONS & SIZES REINF. CONC. CONE SECTION O BE •4A SHOWN ON PLANS &TIN1/ERT ¢ N 4' - 0" DIA. 5"MIN El EVATIONS ON PROFILES. FINISH GRADE 5 MIN a FOUNDATION C/D � ° ' SYNTHETIC RUBBER FLEXIBLE W� C/� w w = = FORM GROOVE IN BASE J Q Q W ACCURATE BELL SLEEVE & STAINLESS STEEL w W Q RING FORM STRAP MAY BE USED 1, ADJUSTABLE VALVE BOX �nlrsH GRADE _ - � �' (n o � N PRECAST MONOLITHIC a: FACTORY INSTALLED NEOPRENE BASE BARREL SEN a RUBBER SLEEVE OR EQUAL �� w CTIO INV IN TO BE SET '7 FLOOR OF SHELF TO BE MIN. OF 0.1' HIGHER PIPE SECURED W/ 2 STAINLESS :; , :- ._. - a,_.. _.; -- BUTTERFLY MUELLER LINE SEAL - _•- �--� ,; 5 MIN.- 12" .�• ;,•. ,, a STEEL STRAPS (TYP) ,;: `:- <p-;�� ==�= , - -;;--:• �,:;;..�:�:< ° THAN INV 0 "L� _.. . _k.- UT 1 ;�� "'�"'"''"' r- '"'`�'``'-'="`:,-`°�=�'�=�' � OR APPROVED EQUAL CASs IRON HEADERS LAID FLAT AT I INLET PIPE >�` °y�-� :" " " CURB BOX n r'.tii` .r .:.it=5r�,..-+., ::rS-4J-i':etas.::. . A SLOPE OF 1 PER FOOT 5-0 " OUTLET INVERT 0.1' MIN. o I 30 RCP o EXPANSION BAND MIN. DEPTH 5-0 MIN. LOWER THAN INLET INVERT o / INVERT TO BE INVERTED PIPE I.D. DJUST TO TIGHT FIT " I 60' a AUGUST 18, 2017 12 C.I. DRAIN PIPE s Looe I ARCH W/ BRICKS LAID AS (MIN.) SOLID MASONRY 6" [.ARCH & ON EDGE '"* 41" OW CONCRETE SUPPORT (MIN.) SCALE. AS NOTED $" ° ° N �:. 6" SELECT MATERIAL UNDISTURBED MATERIAL + �: JOB No. 15-189 2 - 4 EW IN ADD ON TO WOVEN WIRE MESH =- ''''�' =`' NOTE: ALL VALVES TO OPEN RIGHT 2' MINIMUM ,y ;.;� LATEST REVISION: N .- <: L�•:, »:_ _:::: .: . = TAPE K _ SEPTEMBER 5, 2017 COUPLING COPPER TUBING s EX. 8" C.I. ORPORATION 2" MINIMUM DETAILS SANITARY SEWER MANHOLE RED-FLEX SERIES 37 G INLINE CHECK VALVE WATER MAIN STOP COPPER TUBING 2" MINIMUM ' (NOT TO SCALE) (� EQUA<) BUTTERFLY GATE VALVE CURB STOP (OR APPROVED EQUAL) COPPER TUBING (OR APPROVED EQUAL) COPYRIGHT © BY MERRILL CORPORATION (NOT TO SCALE) *(DRAINAGE EMERGENCY SHUT OFF VALVE) WATER SERVICE DETAIL NO PARI OF THIS DOCUMENT MAY BE REPRODUCED. STORM IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR B•f ANY MFANS, EIECfRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE n IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. (NOT TO SCALE) ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SFWl RENDER IT UNUSABLE (NOT TO SCALE) SHEET C6.1 R SEE PAVING DETAIL FOR ASPAHLT EVISIONS _FINISHED GRADE=9.1 •n-., - = i. ». .4 enc:.r,o: _TOP OF DENSE GRADE=8.70 DMH 46 6" GRAVEL SUB-BASE 8" DI ROOF INLET DM •- LEADER EXCAVATION , . TOP OF WASHED STONE=a.20 6'MIN. + 12 P -'''• TOP OF PIPE=7.56 HDPE PIPE T TGH aLowNs _ TRENCH } (5 PIPES N BED) bE SEE DMH DETAIL GRADE WATERTIGHT RIM EL 9.0 _975_77 CONSERVATION COMMENT 234' 3hFx' ��i� (SEE PAVEMENT DETAIL) 4' FRAME COVER 1. 822 17 PUBLIC ACCESS ON TOP AND _I _ ECCENTRIC 6" THICK COVER DMH 4C I 8" DI ROOF CLEAN FILTER FABRIC 14.Oy O.D. __ I -- _ _ - \fit UNDISTURBED INLET DMH I DRAIN s�� SDE OF THE EARTH H2O WHEEL LOAD INLET SYSTEM & S x I a DTE/STRUCTURE WALL -+-I o • f WASHED STONE INV EL=6.46 or 0 THOMAS A y1N^ JJ TiOM OF STONE=5.86 8' q PPE v CIVIL H 31 13' , CLEAN WASHED }"-1 r STD C No.assss ,Q HDPE COMPACTED IN 6' LIFTS SUITABLE EXCAVATE DOWN TO INLET �FCJSTEQ�O F7 PERFORATED PIPE SPACED EVENLY 3 FOUNDATION NATURAL PERMEABLE SOIL 3 NOTES, AND REFILL AND COMPACT .•• O OIrtI£! CRESTED WEIR 3i0NAIL WITH A MIN. OF 15' N 1. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED M ACCORDANCE WITH THE MANUFACTURER'S IN 6' LIFTS : 12' HDPE 'TOP EL. _ 7.46 12" WIDTH OF I PUBLISHED INSTALLATION GUIDELINES. (SEE NOTE ,3) STONE BETWEEN THE EDGE OF 3 2. FILTER FABRIC: INSTALL GEOTEXBLE FABRIC ON TOP AND SIDE OF THE SYSTEM TO BEDDING OF 3 PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL 'a' CLEAN WASHED THE EXCAVATION MATERIAL f }"-t } STONE 12• HDPE 12' HDPE DMH 4A AND THE OUTSIDE � a rHLLT� QurLEr DRAWN BY: JG/DJN III SEE OUTLET 3. lUl1NDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE OF THE PIPE CONTROL TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE CLEAN GRANULAR MATERIAL AS 3' 3' DEVICE AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, REFILL AND COMPACT IN 6' LIFTS. INSURE BACKFILL 15 PLACED UNDER PIPE 90' 4. BEDDING: USE CLEAN WASHED }' TO 1 I" STONE 6' UNDER AND AROUND THE SYSTEM AND 6' ON TOP AND PROPFAY BEND OF PIPS NOM NAL TYPICAL NOMNAL TYPICAL SIDE COMPACTED _ _ _ _ _ _ _ - _ _ _ _ _ _ uIVETEROIFNAL NOMINAL 0.0. SPACING "5" SPACING 'C' WALL X' N (TRAFFIC) }�pjpES 12' INV. IN = 6.46 DESIGNED BY: TAP 80' 5. INITIAL BACKFILL MATERIAL SHALL EXTEND NOT LESS THAN 6'ABOVE CROWN OF PIPE. 'NATURAL PERVIOUS SOIL 1 1/2.1.1),j 1/2 F.D. 12' 14.5' 18" 325' 16' 12" 5 MINMIN. OR CLEAN M1Y/5Hm SAND OUTLET CONTROL STRUCTURE 6 CLEANOUT 85' 6. MINIMUM COVER: MINIMUM COYER OVER THE INFILTRATION SYSTEM IN NON-TRAFFIC APPLICATIONS IS 17' FROM TOP OF RPE TO FINISHED GRADE. ADDITIONAL COVER MAY BE REWIRED TO • REMOVE ALL D€LEERIOUS MATERIAL DOWN TO NATURAL PERMEABLE SOIL REFILL AND COMPACT IN 6' UFTS (TYP.) PREVENT FLOATATION. TO BOTTOM OF STONE REDOING 12" HDPE •• (SEE DETAIL) OUTLET PIPE REFER TO UTILITY SHEET FOR ORIENTATION ANO ELEVATIONS CHECKED BY: TAP NOTES: TO DMH 4 INLET DMH OUTLET DMH NOTES: 1. FOR INSTALLATION RECOMMENDATIONS, SEE 702 RETENTION-DETENTION SYSTEM (CROSS-SECTION) I. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. c�c � CD (.o AND 703 RETENTION-DETENTION SYSTEM (RISER AND CLEANOUTS) REV DESCRIPTION HT REVOATE CN'0 %/ M N O 2. SEE STANDARD DETAILS STD-202 AND 202A THROUGH STD-204 (A-F) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND CP (D 020,6.06.INC. REV. DESCRIPTIDN BY JB1/00/YY tAE('D DIMENSIONAL PIPE DATA INSTALLATION RECOMMENDATIONS ARE A150 SPECIFIED IN TECHNICAL NOTE 5.04: HDPE CONNECTIONS TO MANHOLES AND O I I 10YAVCED aPAwACC SMBIS.41C l-IDS•)HAS PREPARED THIS DEWL AM O!PEO WIION PRU'DED m IDT 1X5 DRAING 5 gDD10ED ro IXPICf LIE - rENG STRUCTURES. co (� 001"M AS RERESTED. IDS HAS NOT PEHOWIED INT'EMMIDN°OR DLRRI STINGER TOR THIS PRGM..HDR H6 ADS OEEPENDDDLY YD6ID N IEE PDOOWHN SOPRRD. THE IRSTAIIAHIN DEVILS PRWOED HERON ARE 099M RECONNORMTKR6 AND ARE NO SEFONC FOR M POACT. TEE PROSBCT 4640 7RUEMAN BLw 3. PERFORMANCE FBGHLY DEPENDENT HNI INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNPORLILY SEATED AROUND STRUCTURE00 0401 ENGNEFR SKILL RENFN THESE DOw15 PRIOR TO COhTRULTON. R 6 THE OE401 EHOIIDRS RESi'OM®NAY 70 DRUE THE OTMS PROr10Cp MLLIARO. [MITI 43026 T� HERCH H OR 9CEEDS THE APRICANE WOOL SWC.OR LOM FEDUEm M IND TO EAARE TM7 THE DETAILS RM+l1ED HEREIN ARE ACCEPTABLE LOCATION ADAPTER. EXTRA PRECAUTIONSMUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PPE AND MANHOLE`CR THOS CEO' IIRAV TNG rEH1BEa� oRAWMGA ®"w"�T"S4""�• /•,,/� REV DESCRIPTION BY REVDATE CHK'D : (.� GQ00 O OH)16 ADS,NC ^•'.^ REV BESCRIPTIDN HY REVOATE OI('e ;.+ •;,. � -T ^ (() REV DESCRIPTION BY MN/DD/YY CHK'D �+ Ir"'T ADVANCED DPAIHACE SYSIDAS.INC.f+DsT HAS PREPARED 786 DEG1L 6L4D ON MOEEUDON PROMISE m IDS. THS DFAWNG 6 INTOOEU ro BEPICi INE -. "-"ABC OA16106,K REV. 11ESCRIDTiON BY Hx/DD/TY OK'0 /f..�Q ROOF RECHARGE SYSTEM-PLAN VIEW C'01FONENTS As RBKFSIED. ADS ENS NOT PERFORMED ANY ENGNEOBNG OR DESIGN SOMCES FOR ITIS PROJECT,NOR HAS ODS NOPO WKLY VDO FD - ONtl DOW WE SY4p0 IAF f Ds7 AS PRP A D HS ETIL B6m ON w OmWMN PRDOm ro AOS HIS DRAx D 6 N ENOD ro O P CT ME =-AHC THE NEON FORTCH SKILL R THE ESEN!UDETAILSLAI1DN DEGAS PROVIDEDNSIM I TI ARE GENERAL LGNRECDICMWRDN6 AND ARE NOT SPE SUR FOR THIS PRDIEC V THE PROJECT 4640 TRUENAN BLVD DATE COPOHH6 AS REDL 4M ADS HAS NO R760RED IM'FNGwORNO OE OmGV SDMC6 FOR IHS PROECT,KIR NAS ADS xOEPOODRLY=1 DATE r�""^�:-^`•""`1 �/f � T_ 06871 01CT1EER 9W1 3VETI 7115E ODMS PRIOR m WNSfNIC1101. R 6 RE O6ON D1rnEvs EiSPON.�UIY m ENSURE THE OEUAS PROVIDED LOCATION HILLIARD, OHIO 43026 �'•• ENG ME MDIeNWN SU41ED. ME NSEAWIKM BFENIS PRO.vFD NOON AE mEPx RECOYLQMT05 po RE Mm SnRHL TON INS PROM DE PROJECT 4610 TMIEMAII 31 VD (NOT TO SCALE) HEREN LEETS OR DXOEDS THE APPLICABLE RAMNA.STATE,OR LOCAL REOARDEMS AM m ENSURE TMT THE DEM PRMDED HEREN TAE ACCEPVREEUM040 EMGMO SWLL RYEM H Y O NH RAR D NXSRATO C R 6 E 040 Nmm6 RSV 920 ro ENSIE ME OEDAS PROR m U FOR THIS PwCT. -'" NTS 11FETS OR DMIS THE MRA'AE NAWN-.SWI.OR LOCAL IE➢°RTQOS NO m DI!AI E TMT THE DETMs PROIDED HOW NE ACCIMAKF IWAN®w.."rs sswz xc" Eovnox Ims.rArm,o®43re6 - fl1G �E BRAVING MIHBERV DRAWING// .-. OF FOR IH670O.EL. IRAVING NUMBER, ORAWINC(I m1O6•'t• 6' EE rd M O ROOF RECHARGE SYSTEM-INLET/OUTLET MANHOLES 'ELI-^ILII o 0 • 6" THICK LOAD FRAME r< GRATE CORRUGATED HDPE RISER (NOT TO SCALE) ROOF RECHARGE SYSTEM-CROSS SECTION a � -< BEARING CONCRETE T N (BY OTHERS) (SPECIFY DIAMETER) 1 CLASS I OR 11 _ (NOT TO SCALE) I'/ W = w COLLAR v H -E MATERIAL D23211,, LATEST "^ �j O O U I MIN MAX.OS" LOOSE COMPACTED 1244ZPT 1248APT Assembly (`:L')` E; _ 3 COMPACTED CLEAN 6 REFER m STD-702 FOR y+` � UNDISTURBED R Z O PLACE IN 6" LIFTS EARTH CLEANOUT TO 95% MIN. OF MAX. 1411 rT.13 HFX HD,ss, COMPACTED TO 957. SPD . BOUSW/JNCAiIDs=R QMAXIMUM DRY fuRISER WAS1ERs LATERAL PrOducE xumNx _ DENSITY • a124enwm J 121E^GNPCXNOErs Des+On Peatun6 UNDISTURBED I-►♦ e J EARTH I W 11 ^, Q ' CLASS I OR II MATERIAL PER • BED!(CLASS I OR E MATERIAL) mr m51=Ll, ASTM 02321, LATEST EDITION. - 4'TON. FOR T4-- 24'LUPE PIPE 02 f.vary ^ Z COMPACTED IN MAX. 6" LIFTS TO - 6'MN. FOR 30--60'HDPE PIPE REFER TO ROOF r: °jvrNNr= •I� J 95% MIN. OF MAX. SPD SECTION A-A RECHARGE 4 Lw"I.� O O • 6" THICK x 12" WIDE H2O UD (AS REQUIRED) SYSTEMS DETAIL o' - Yo' °nep"s BEARING CONCRETE COLLAR FOR COVERAGE � INo NCHOLE w t.•w,x=a:.aB. . CJ W/ C.I.-VALVE BOX (SEE 6' SOLID WALL HDPE CLEANOUT I I-i to SHEET C5.1 FOR LOCATION (SPECIFY DIAMETER) 4A L►T �d �.._ ' WAN `> e.lEE0a00x COMPACTED CLEAN �- I ns1Nn,R 5 ,y PLACE IN 6" LIFTS LITERAL ta•wY>Or j. eN COMPACTED TO 95% I�-U73�4 -� 13/16' Na2"13 Ooh MAXIMUM DRY oo z"a20' DENSITY024 r., UNDISTURBED I 1/4-o:A.r_-oPxetr_ I� I T/4' °.,,.:,eRIIM a EARTH EW BEDDING (CLASS I OR II MATERIAL) GASCFi .Rr,D�e DVDsz °.,s.rsY o° ts R-:uaD CLASS 1 II MATERIAL PER = 4' MIN. FOR 12' - 24' HDPE PIPE 4' ASTM D23232 1, LATEST EDITION, = 6" MIN. FOR 30"-60" HDPE PIPE .... COMPACTED IN MAX. B" LOOSE � � 0�2I LIFTS TO 95% MIN. OF MAX. SPD SECTION B-B I Fes--WDST6/IE --I I :-:a. :-� :` "ro, r * CLASS I BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS 032' "•'"�- `3�^-"'°^ ^�u :": W SECTION A-A ;,1•,;,?.^>ar.,:,.,..5..""" I� * LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED m`lass IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. O T urvuan w.REPct srDLNs,w f•�T xAs REPA9m Hls mx I3.4D IM PsmnmN Roun m m ns IRuwc rs NDR4sn m IPMT TINT - ABE F�-+ 1 � �� AHw� K' WATERTIGHT MANHOLE COVER w � ] nE MwP.Eex slR,xn EH IrsTMIAneI meas mDmm 1°EA1 uE maeL IEOORNIMb6 x30 INE ITR sxn00 PIA tHs vR6ILa. tH IROAHCT 4300 lAtAtAN BLVD GATE NOEm Sw11 RLWI REY NDAS MM m mMfRUOM R R TIE 09°I 010tfl6 PARE m DOME lx"2086 xO:HID N¢EI/Rp,ODD 4AR6 ENG T.� Hw+AFFl6 a¢®s a[Imcax Nauta.FATE oR lax RmPR]OTIR IID w DUIx TRT nE mus xoom HRw TIE AcrsRm Eorrnox Mrs 1) ( l Z Of (NOT TO SCALE) � < RISER AND CLEAN OUT DETAIL W C-6, Q (NOT TO SCALE) �( E-4 W cz::: o = W � x " DEEP MARINE o GRADE JOINT FILLER EXPANSION JOINT C� LuJ uj SURFACE COURSE w Q m N "_L 5'-0" - VARIABLE SECTION 6" (TYP) T--E o 2 "Y' 3 BINDER COURSE BIT. CONC. PAVEMENT o PROP. PAVED SURFACE :'s' Y - =:;:� .:;.:-.�. �:_��"' - '..:'-;•; . : . REINFORCED CONCRETE PAD (DESIGNED BY OTHERS) 2" WEARING COURSE M w COMPACTED GRAVEL SUBBASE °°°"°m°c°°°e°°°R°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°,°°°°°°°°°°°°°° FiNISH GRADE 3 BINDING COURSE a • .' s-' . •.: .': J' '� 'S.'� " • - ;-. �•�..,. �, -•n`Y }.'.' .� ••' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I.LI .I. ::';.•:.�!:....A / '`� -':'w,•." '" '."•" -,..t... .t.. 00000°000000000°00000°0000000000000000000000000000000000000000 0. -0 MASS DOT SPEC. M1.03.0 12 °o°%°a°oDo° a°o°o°o°o°o° °oOOOg°g°o0o°gOg°g°gOo0o0a a *12" OF COMPACTED 3/4" (MIN.) GRAVEL TYPE b OR M2.01.700 0 0 0 0 0 0 0 0 0 0 *ALL DELETERIOUS MATERIAL REMOVED COMPACTED SUBGRADE :: ' : AUGUST 18, 2017 AND REPLACED WITH STRUCTURAL FILL (coMPACT TO 95%DMAX. DRY DENSITY) - BITUMINOUS CONCRETE PAVEMENT SCALE: As NOTED DOWN TO NATIVE SOIL (NOT TO SCALE) NOTE: JOB No. 15-189 1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND TYPICAL BITUMINOUS CONCRETE SIDEWALK SECTION - PUBLIC ACCESS CONCRETE APRON PROFILE REPLACED WITH CLEAN GRAVEL BASE (90% COMPACTION) LATEST REVISION: 2. ALL DRIVEWAY AND PARKING AREAS SHALL BE (NOT TO SCALE) SEPTEMBER 5, 2017 (NOT TO SCALE) CONSTRUCTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEERS SPECIFICATIONS. DETAILS *REFILL IN 6" LIFTS COMPACTED TO 95% MAXIMUM DRY DENSITY COPYRIGHT Q BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM. OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC. MECHANICAL. PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. C ANY MODIFICATIONS MADE TO TES DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER R UNUSABLE SHEET CV.2 �. I 3. REVISIONS p U 50' MIN. 15 ----------II----------T----------F----------1----------T----------r---------- EXISTING I I I I I I p ° ° ° ° ° ° PAVEMENT I I I I p p 0 STT KED RSTRAW BALES 6 MIN. 5:1 Dld�l 7 W I , I I I WATERTIGHT COVER INVS=1.71 ; 2 LAYERS OF 2'-4' BOULDERS ENGT}1 2. 9 5 17 CONSERVA11ON COMMS 1 W 1'-2' HAND CHINKED STITCHED MOUNTABLE BERM 1. 8 22 17 PUBUC ACCESS 10 --------- --------- 1---------- --------- - ---STONES --------------------- ° FILTER CLOTH ( NOTE ) EL.=9.0t o "J" TYPE SEAMS SEE 6 . . . . . . . . . 12" LAYER OF i INV. EL= 1.5 PO FILE 2 -4 STONE ° ° . . . . . . . . I H GROUNDSTINGSHOFM s I r( '` ,3 f4.r .`-��R, i Iis•'r . > :r4.. :0.cr:. . . . .. . . .' ' MST THOMAS A-- - -- -h"• M.H.W. L 4.41 •o IN 5 ,- +-- ::., ,.. +�•zca'- �.:: :.:i,. ^ -----+-------- -�--------- •'DIRiBAG:. . PLACE M 50 MIN. o P ERSK .'. .'. .' . CIVIL ° ° , • • PUMP AO' M e 30" RCP , I I I 30^, RCP —� i � ' TOE OF EXIST. INLET I 20' LOtiG S=0.007 i REVLZMENT • EL. PUMP DISCHARGE D ____ ^. j-a'krk�/.Y:x=�L.:��°{:� �if �*4V s[.. ..... _ __________ 4� INT JI/ i OS ,- �- .- :;Ys;.• il -s '±�3:.• �a::•.?':�;-i_,."-, PUICEBAGO P TNG MQDATE_� 2 6Y'"Y AGGREGATE OR STRAW UP TT 4 DISCHARGE HOSE REDFLEXi37G i i i i ' a, TIDAL CHECK i GEOTEXTILE FABRIC ° o VALVE p DRAWN BY: JG/DJN p -5 P LAN VIEW 10 20 30 40 50 60 STONE BERM FILTERDESIGNED BY: TAP 3/4 REVETMENT RECONSTRUCTION DETAIL DOUBLE WASHED �. HORIZONTAL SCALE 1"=10' DoueLE WASHED STONE STABILIZED CONSTRUCTION ENTRANCE VERTICAL SCALE 1"=5' DIRTBAG DETAIL (NOT To SCALE) CHECKED BY: TAP REFER TO PLANS FOR LOCATION(S) (NOT TO SCALE) SPECIFICATIONS rn 6" OR 8" CLOSED CELL FLOAT ;CONTRACTOR SHALL KEEP AN ADEQUATE SUPPLY OF DIRTBAGS ON SITE FOR DEWATERING PURPOSES. o co 5/16" T CABOE STEEL PLATE (OR APPROVED EQUAL) 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. I�� ✓�N co 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FT.(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A co n 30 MINIMUM LENGTH WOULD APPLY). � .-. .-. p 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. v NOTE: 4. WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS WOODEN RAILS AND POSTS OR EGRESS OCCURS. -- --.-.---, 0 SHALL COMPLY WITH MASS HIGHWAY O " MATERIAL SPEC M 9.05.3 ��J� rd 01 O N 24" 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL LIQ ,' E U O NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. FI N n Z 0 onO \ 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL LUQ— a a BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL O on 6"X8" WOOD POST BE PERMITTED. rd w = w O DOUG SRSTRUCTUF R a 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR E�4 pi = 0 O FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH = 3 O r SIDEWALK n1= _ = ur-= Ir r-=i ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TOa 3 O URB �`%\ TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBUC RIGHTS-OF-WAYS ao MUST BE REMOVED IMMEDIATELY. � w 93 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC m WOOD POST DETAIL SIDE ELEVATION RIGHTS OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE " GALVAN17STRESS PLATES WITH AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. •�o 0 BALLAST CHAIN SHACKLE CONNECTORS 5 8" DIA X 8" LAG BOLT c o POST 6'-6" O.C. WITH WOOD PLUG 7 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. r- csj CD Fl 2 SILT AND TURBIDITY BARRIER 10" 0 � 10" CATCH BASIN GRATE (NOT TO SCALE) Tiff= To I=-- fflff —=ur rr�rr=nr�rr rr_n nr= r=r ur= rr_ur r- -rrr�r —r=— CBALES TO ORNERS OVERLAP (n SEE POST DETAIL 3"X10" WOOD RAIL I . . ... . t STRUCTURAL C8 DOUGLAS FIR � BALED STRAW WRAPPED WITH TWINE Cn Lij FRONT ELEVATION OGETHER LES TO BUTT C8 rw W WOOD GUARD RAIL C8 Co _ (NOT TO SCALE) A 2" X 2"X 36" WOODEN STAKES PLACED A Q 10' O.C. C$ A-+ � V) > ! AREA TO BE C$ 0 U W U PROTECTED C$ 83 w z : . C8 PLACED CRUSHED w o ix w rn w 8) STONE OR GRAVEL N SILT SOCK (12" TYPICAL) �$ BERM AROUND w � 2"X 2"X 36"WOODEN HAYBALES LTJ w z WORK AREASTAKES PLACED 10'O.C. --� I w WATER FLO SILT SOCK (12"TYPICAL) PLAN VIEW �w E—' m WORK AR AREA TO BE TEDN.T.S. W w � o BALEPLAN wQ U-1 of ' NTS CRUSHED STONE • ' •• EXISTING .. •- NOTE: REFER TO THE PLAN FOR 12" MIN. OR GRAVEL CATCH a PROPOSED LOCATION. SECTION BASIN _� nnnnnnnn NTSBITUMINUS 4" MIN. AUGUST 18, 2017 SILT SOCK DETAIL PAVEA°NT SCALE: AS NOTED NTS SECTION A—A NOTES: N.T.S. JOB No. 15-189 1. SURROUND STREET DRAINAGE STRUCTURE INLET WITH STRAW BALES LATEST REVISION: PROIR TO CONSTRUCTION AND MAINTAIN UNTIL CONSTRUCTION IS SEPTEMBER 5, 2017 COMPLETED. ACCUMULATED SEDIMENTS SHALL BE REMOVED. DETAILS 2. 4" MIN. GRAVEL BERM AROUND BOTTOM OF HAYBALES. COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC, CATCH I i BASIN EROSION CONTROL M{�ecl I .IIJV RE MECHANICAL. PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE R IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. NOT TO SCALE SHEET C6.3 F RUCTION NOTES GENERAL CONSTRUCTION AND EROSION CONTROL NOTES REVISIONS NSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL STANDARDS AND 1. PROPERTY UNE MUST BE STAKED IN THE AREA OF THE PROPOSED BUILDING PRIOR TO CONSTRUCTION. TIONS. 2. CONTRACTOR TO NOTIFY "DIG-SAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS WATER DIVISION 4 DAYS PRIOR TO CONSTRUCTION. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL NECESSARY STATE, MUNICIPAL AND UTILITY PERMITS AND VERIFY THE PROPOSED LOCATION OF UTILITIES WITH UTILITY COMPANIES. ALL UTILITIES TO BE 3. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETER WITH STAKED STRAW BALES AND/OR SILT SOCK TO PREVENT AND/ OR CONTROL SILTATION 2. _9750-7 CONSERVATION COMM INSTALLED PER THE RESPECTIVE REQUIREMENTS OF EACH PROVIDER. AND EROSION. THE LOCATION OF THE STOCKPILE AREAS MAY BE MODIFIED AS APPROVED BY THE ENGINEER. 1. 822 17 PUBLIC ACCESS 3. WHERE PROPOSED PAVEMENT AND WALKS ARE TO MEET EXISTING, THE CONTRACTOR SHALL SAWCUT TO A 4. TOPS OF STOCKPILES, REMAINING LONGER THAN 72 HOURS SHALL BE COVERED IN SUCH A MANNER SO THAT STORMWATER DOES NOT INFILTRATE THE NEAT LINE AND MATCH GRADE. SEAL ALL JOINTS WITH HOT BITUMINOUS ASPHALT JOINT SEALER. MATERIALS OFF-SITE OR THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE t%OF) o� THOMAS A yc 5. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH STONES. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY POZERSKI 4. ALL EXISTING TREES, SHRUBS AND GROUND COVER WHERE NATURAL GRADE IS TO BE RETAINED SHALL BE CEASED OR HAVE TEMPORARILY BEEN SUSPENDED FOR MORE THAN SEVEN DAYS, OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF THE SITE, ° CIVIL KEPT IN THEIR EXISTING STATE UNLESS REMOVAL IS REQUIRED FOR CONSTRUCTION PURPOSES. STABILIZATION PRACTICES SHALL BE IMPLEMENTED WITHIN THREE DAYS. AREAS THAT REMAIN DISTURBED BUT INACTIVE FOR AT LEAST THIRTY DAYS SHALLNo.46869 HAVE CLEAN STONE PLACED ON THE DISTURBED AREAS. gFOTST aEo i 5. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PRIOR SIONAL '� TO CONSTRUCTION. CONTRACTOR TO ENSURE MINIMUM SLOPES TO PREVENT PONDING. ANY DISCREPANCIES 6. DURING UTILITY CONSTRUCTION, ALL WATER PUMPED FROM THE EXCAVATED TRENCH SHALL BE DIRECTED TO A TEMPORARY SEDIMENT TRAP. THE SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY IN WRITING. CONTRACTOR IS STRICTLY PROHIBITED FROM USING PROPOSED DRAINAGE AREAS IN TEMPORARY SEDIMENT TRAPS. � ��4�Clio 6. REINFORCED CONCRETE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM SPECIFICATION C76 AND 7. CULVERT/PIPE OUTFALLS SHALL BE PROTECTED BY FLOATING SILT TURBIDITY BARRIER (OR APPROVED EQUAL) UNTIL DISTURBED AREAS ARE PERMANENTLY AASHTO DESIGNATION M170, WALL B. REINFORCED CONCRETE MANHOLES & CATCHBASINS SHALL BE STABILIZED. DRAWN BY: JG/DIN MANUFACTURED IN ACCORDANCE WITH ASTM SPECIFICATION C478 AND AASHTO DESIGNATION M199. ALL 8. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONCRETE PIPES AND STRUCTURES SHALL MEET THE LATEST MHD SPECIFICATIONS AND MUNICIPAL CONSTRUCTION. IN ADDITION, INSPECTION SHALL TAKE PLACE AFTER EACH RAINFALL EVENT. REQUIREMENTS. CONTRACTOR WILL USE CLASS V RCP PIPE FROM ALL 4" FRAME AND GRATE CATCH BASINS DESIGNED BY: TAP TO DRAIN MANHOLES. 9. ALL CATCH BASINS SHALL BE EQUIPPED WITH GAS/OIL HOODS AND ALL CATCH BASINS SHALL HAVE 4 FOOT SUMPS. STORMWATER WILL NOT BE ALLOWED TO FLOW INTO PROJECT AREA CATCH BASINS UNTIL THE NEW DRAINAGE IS INSTALLED AND THE SURFACE IS PERMANENTLY STABILIZED. 7. CORRUGATED POLYETHYLENE PIPE, HIGH DENSITY POLYETHELENE PIPE (HDPE) AND STRUCTURES SHALL CONFORM WITH AASHTO DESIGNATIONS M294 AND M252, SHALL BE MANUFACTURED WITH HIGH DENSITY 10. THE LOCATION OF STRAW BALE CHECK DAMS SHALL BE FIELD VERIFIED DURING SITE PREPARATION OPERATIONS BY THE CONTRACTOR. CHECKED BY: TAP POLYETHYLENE PLASTIC AND'SHALL BE ADS N-12 PIPE AS MANUFACTURED BY ADVANCE DRAINAGE SYSTEM, 11 THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL EROSION CONTROL MEASURES FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER, INC. OR HANCOR HI Q PIPE AS MANUFACTURED BY HANCOR, INC. OR APPROVED EQUAL UNLESS OTHERWISE THE CONSERVATION COMMISSION OR THE PLANNING BOARD TO MITIGATE ANY EMERGENCY CONDITION. NOTED OR DETAILED. HDPE PIPE MAY BE USED IN LIEU OF RCP PIPE WHEN THERE IS A MINIMUM OF 17" OF COVER TO FINISHED GRADE. to 12. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, j� O o o) STATE AND LOCAL MUNICIPAL REQUIREMENTS. 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES N co AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND 13. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING w OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ALL SEDIMENT, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WA WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS Y MUST BE REMOVED � BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE IMMEDIATELY. 00 o VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR 14• THE CONTRACTOR SHALL BE AWARE THAT SOIL, GRADES AND WETLANDS PROXIMITY AT THIS SITE MAKE IT PARTICULARLY SUSCEPTIBLE TO SOIL EROSION MUST CONTACT THE APPROPRIATE UTILITY COMPANY. ANY GOVERNING PERMITTING AUTHORITY, AND "DIG SAFE" AND SENSITIVE TO ITS CONSEQUENCES. IT SHOULD BE NOTED THAT THE EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS DEPICT THE MINIMUM f'A�o U1 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND REQUIRED CONTROL AND ARE REPRESENTATIVE OF A SINGLE STAGE OF CONSTRUCTION FOR EACH PHASE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR \\ 0 THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED THE SITING, RELOCATION AND AUGMENTATION OF EROSION CONTROL DEVICES AS THE PROJECT PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE. T1 a' CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL N M z BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH 15. THE CONTRACTOR SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON PAST AND CURRENT WEATHER CONDITION, SEASON AND cd a o J THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. EXPECTED FUTURE CONSTRUCTION ACTIVITIES. _j I� � ¢ Ir 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND 16. THE EROSION CONTROL SHOWN ON THE DRAWINGS SHALL ACT AS THE LIMITS OF DISTURBANCE AND THE LIMITS OF CLEARING; NO WORK SHALL OCCUR O_ BENCHMARKS NECESSARY FOR THE WORK. PRIOR TO BEGINING CONSTRUCTION THE CONTRACTOR SHALL OUTSIDE THESE LIMITS. zj > _ w CONTACT THE DESIGN ENGINEER TO HAVE PERMANENT BENCHMARKS (ESTABLISHED IN A SAFE AREA AWAY 17• THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED SOIL EFFORTS SHALL BE MADE TO LIMIT THE TIME OF EXPOSURE OF DISTURBED AREAS. ? 0 3 FROM CONSTRUCTION ACTIVITIES. _ m 3 10. DOMESTIC WATER AND FIRE PROTECTION SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, 18. PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES AT THE SITE, THE CONTRACTOR SHALLENGAGE AN INDIVIDUAL WITH SPECIFIC PROFESSIONAL TRAINING a AND EXPERTISE IN EROSION AND SEDIMENT CONTROL. THE EROSION CONTROL MONITOR SHALL PREPARE A WEEKLY REPORT WHICH SHALL BE KEPT ON BOX AND TEE FITTINGS. THE CONTRACTOR WILL INSTALL MATERIAL AS SPECIFIED BY THE MUNICIPAL WATER SITE AT ALL TIMES AND SHALL BE SHOWN TO LOCAL, STATE AND FEDERAL AGENTS UPON REQUEST. THIS REPORT SHALL INDICATE THE STATUS OF THE n n AND FIRE DEPARTMENTS. EROSION CONTROLS AND ANY MAINTENANCE REQUIRED AND PERFORMED. THIS REPORT SHALL CONFORM TO THE REQUIREMENTS OF THE EPA'S NATIONAL Q 11. TEST PITS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT TEST LOCATIONS ONLY. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. N m N THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING 19. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO BE PAVED OR OTHERWISE TREATED AS NOTED ON PLAN. = p CONSTRUCTION. 0 o 20. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL 12. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR UTILITY GUIDELINES FOR URBAN AND SUBURBAN AREAS DATED MARCH 1997, THE ORDER OF CONDITIONS AND ALL MUNICIPAL REGULATIONS. co CONNECTION FEES REQUIRED TO CARRY OUT THE WORK OUTLINED BUT NOT LIMITED TO DEMOLITION. 21. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SUE WORK OR EARTHWORK OPERATIONS, 13. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILTY OF THE CONTRACTOR AND MUST BE SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAINS IN PLACE UN11L ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL MUNICIPAL REQUIREMENTS. 22- ALL STORM WATER BMP's SHOULD BE MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR IN ACCORDANCE WITH THE 14. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON-SITE UTILITY SERVICES. SERVICES MASSACHUSETTS STORM WATER MANAGEMENT HANDBOOK. E.., SHALL BE CAPPED OFF WHERE SAME ENTER THE PERIMETER OF THE PROPERTY UNE AND CAP IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS. 1 1'-6" TOP OFF W17H CONCRETE 15. ALL PIPE, FITTINGS, GRATES, FRAMES, AND COVERS IN RELATION TO SERVICE INSTALLATIONS OF ALL KINDS PROPOSED BE C/) _ " FIELD LOCATE NO MORE THAN ACCESSIBLE PARKING SIGN MUST BE OF THE SAME GRADE AND STANDARD AS USED BY THE CITY OF SALEM, DEPARTMENT OF PUBLIC ' APART AT PARKING SPACES 1. 12"x18", 5' TO BOTTOM OF SYMBOL W INTERNATIONAL HANDICAP SYMBOL W WORKS(MATERIALS LIST AVAILABLE AT THE ENGINEERING OFFICE, DEPARTMENT OF PUBLIC WORKS AT ONE CIDSIMILAR TO 09EE503, SAIRGENT-SOWELI AND EITHER SIDE OF RAMP) 2.kOCATED SO THAT R CANNOT BE (n SALEM GREEN). INC., GRAND PRARIE, TEXAS OR APPROVED OBSCURED BY A CAR PARKED IN THE W EQUAL SPACE 2' BEHIND CURB OR 2' „ L( J o BEHIND WALK, AS APPLICABLE) U = 16. A MINIMUM OF 18 VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS OVER SEWER .ICONFORM TO LOCAL CODES, UNE. MAINTAIN A MINIMUM OF 12" VERTICAL CLEARANCE BETWEEN WATER AND DRAIN CROSSINGS. 60014. PIPE FILLED 0H 4" X 4' STEEL TUBE wrni WELDED TOP 3.)PLACE ON BOLLARD w U z CONCRETE (COLOR TO BECAP ANCHORED 24" IN SOLID CONCRETE -8- O Q 17. WHERE SANITARY SEWERS CROSS WATER LINES, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE DETERMINED BY ARCHITECT).BE N R a c (10 CROWN OF THE SEWER IS AT LEAST EIGHTEEN INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE RN/SH GRADE ACCESSIBLE PARKING SPOT w u ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT. THE WATER MAIN SHALL BE Z _ �" �" Q w RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL JOINT PIPE FOR A DISTANCE _ I r-' E"'' W .2 = o OF TEN FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER o 0 0 0 o 0-0-0-0-0, " o (18.97#/FT., 6.625" O.D_) '� " w = , �0°0°0°0°0 o°0 0 0 0 JJ O ® 12 0.C. I FILLED WITH/3000 PSI CONCRETE �, o THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF MECHANICAL JOINT 0 0 0 0 0 0 o c '� PAINTED W PRIMER AND YELLOW PAINT PIPE IS NOT USED THEN BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE ENCASED IN CONCRETE :>_0_0_0_o?(o 0 0 0 0 0 0 0 = N a 0 0 0 0 < I I / �' � FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED - - - 414 VERT. I I '`r � Cf) LiJ � ~ � NORMALLY FROM ALL POINTS ALONG THE PIPE. o I I N J a w all. COAT WITH ASPHALT r, I I w W Q m o N 18. PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM WITH THE -I _ I-_ BELOW GRADE I I N E-• (n GAS COMPANY THAT GAS LINE INSTALLATION SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTORj I I 0 SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. THE III I 4,000 P.S.I. AIR ENTRAINED FINISHED GRADE CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION AND BACKFILL AND COMPACTION FOR THE GAS LINE. I ( I I CONCRETE BASE o I I I Co ti a 19. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE (P.V.C.) S.D.R. 35 AND SHALL CONFORM WITH co I �I - o' ' oI •°1 I I I'° " ui ASTM-D3034 UNLESS NOTED OTHERWISE. _ - I- `- M I I I I a 1E DIA coNCRETE Z• s• ,•,o• a "� '• SIGN FOOTING -III-1 I =1 I "1 20. THE CONTRACTOR WILL COMPLY WITH CONSTRUCTION REQUIREMENTS IMPOSED BY THE CITY OF SALEM DPW, 3'(TYP) pe o NOT- WHEOLOW SYMBOL PAINT sHALL AUGUST 18, 2017 PLANS AND PERMITS ISSUED ON THE PROJECT. COMPACTED SUBGRADE ' 1B" 0 CONFORM TD THE STRIPING PANT SPECIFIED ° ° "= AND SYMBOL SHALL BE CENTERED IN THE L^� STALL SCALE: AS NOTED BOLLARD (DETAIL ,•-6- JOB No. 15-189 (NOT TO SCALE) ACCESSIBLE PARKING SPACE LATEST REVISION: No>F ACCESSIBLE PARKING SIGN DETAIL PAINTING DETAIL SEPTEMBER 5, 2017 FOR GENERAL SITE USE. FOR BOLLARDS ASSOCIATED WITH THE BUILDING, REFER (NOT To SCALE) NOT TO SCALE DETAILS TO ARCHITECTURAL PLANS FOR SIZE & LOCATION. COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTDON OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER N UNUSABLE SHEET C6.4 i i