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64-634 - 5 SOPHIA ROAD - CONSERVATION COMMISSION a� Rd — 5 — �C� � c.e�l-- c � l ®: � � 1 1 �I, � II oN �......' ' '; CITY OF SALEM CONSERVATION COMMISSION August 15, 2017 Robert H. Griffin Griffin Engineering Group, LLC 495 Cabot Street, 2nd floor Beverly, MA 01915 Re: Order of Conditions—DEP #64-634-5 Sophia Road Dear Mr. Griffin: Enclosed, please find the Order of Conditions for the above referenced 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# 64-634 within public view, and 3. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions,please feel free to contact me 978-619-5685. Sincerely, O"Zlt Ashley Green Conservation Agent Enclosures CC: DEP Northeast Regional Office Thomas Berube Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-634 WPA Form 5 — Order of Conditions MassDEP File# 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town A. General Information Please note: Salem beehas 1. From: ben modified Conservation Commission From- been 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 Thomas Berube Important: a.First Name b.Last Name When filling T. Berube Contracting Inc. out forms on c.Organization the 67 Wallis Street computer, use only the d.Mailing Address tab key to Beverly MA 01915 move your e.City/Town f.State g.Zip Code cursor-do not use the 4, Property Owner(if different from applicant): return key. 0C a.First Name b.Last Name KI c.Organization Mun d.Mailing Address e.City/Town f.State g.Zip Code 5. Project Location: 5 Sophia Road Salem a.Street Address b.City/Town Map 4 Lot 25-Part Lot B c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: d IT s d 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 64-634 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): South Essex 89773 a.County b.Certificate Number(if registered land) c.Book d.Page 6/29/2017 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): Tom Berube, Sophia Road, Salem MA(L.C. Lot 747), Site Plan C-1 a.Plan Title Griffin Engineering Group, LLC Robert H. Griffin b.Prepared By c.Signed and Stamped by 8/10/17 1 .=20' d. Final Revision Date e.Scale f.Additional Plan or Document Title g.Date B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is,proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ® Public Water Supply b. El Land Containing Shellfish c. P Prevention of Pollution d. ® Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention I. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpaform5.doc• rev.6/16/2015 Page 2 of 12 0 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-634 1 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem Citylrown B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ® Buffer Zone Impacts: Shortest distance between limit of project 43'+/- disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.c/y dredged f.Gy 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 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront Area a.total sqfeet b.total sq.feet Sq It within 100 It 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 i.square feet w eorm&dw- rev.6116/2015 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-634 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem Citylrown B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. EI Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.c/y dredged d.Gy dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 14. El Coastal Dunes cu yd cu yd a.square feet bsquare feet c.nourishment d.nourishment 15. ❑ Coastal Banks a.linear feet b.linear feet 15. ❑ Rocky Intertidal Shores a.square feet b.square feet b.square feet c.square feet d.square feet 17. El Salt Marshes a.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.Gy dredged d.cty dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.Gy dredged 21. ❑ Land Subject to Coastal Storm a.square feet b.square feet Flowage 22. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 It c.s uare feet d.s uare feet q Q e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet square feet wpaform5.dm• rev.6116/2015 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-634 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown B. Findings (cont.) p#23.Ifthe 23. El Restoration/Enhancement ject is ': the purpose of restoring or s. uare feet of BVW enhancing a aq b.square feet of salt marsh wetland resource area 24. ❑ Stream Crossing(s): in addition to 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 B.5.c (Bvw)(or S 8.17.c(Salt The following conditions are only applicable to Approved projects. Marsh)above. 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures, shall be deemed cause to revoke or modify this Order. the additional 9 y fy 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. wpafoan5.dx• rev.6116/2015 Page 5 at 12 1 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-634 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 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 the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number 64-634 " 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. wpaform5.dm• rev.6/16/2015 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-634 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 applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 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 specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; vpaform5.d=- rev.6/16/2015 _ Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-634 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Citylrown 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(defined in General Condition 18(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: L)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. wpform5.E - my.6/16/2015 Page 8 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: \ Bureau of Resource Protection - Wetlands 64-634 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions(if you need more space for additional conditions, please attach a text document): 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. .W.rm5.d.• rev.616/2015 Page 90112 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-634 WPA Form 5 — Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransacuon# Salem Citylrown 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 c.50 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): Attached conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance naform5Am• rev.6/16/2015 Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-634 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# 5gklYn City/Town E. Signatures This Order is valid for three years,unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental P tection Regional Office, if not filing electronically,and the property owner, if different from applican (� Signatuus � ❑ by hand delivery on by certified mail, return receipt Fequeste ) (� Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request 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. wpaform5Am• rev.6/16/2015 Page 11 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-634 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ----- ------------ To: 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: CountyBook 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.dm• rev.6/16/2015 Page 12 of 12 I� 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.City/Town,Zip c.Check number d.Fee amount Important: When filling 2 Person or party making 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 Cityfrown State Zip Code not use the return key. Phone Number Fax Number(if applicable) VQ 3. Applicant(as shown on Determination of Applicability(Form 2), Order of Resource Area Delineation (Form 46), Order of Conditions (Form 5), Restoration Order of Conditions (Form 5A), or Notice of Non-Significance(Form 6)): Name Mailing Address Cityfrown 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 wpafo.5.doc• rev.4/22/2015 Page t 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/agencies/massdel)/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. wpaform5.d.• rev.4/22/2015 Page 2 of 2 7y„ Attachment to Order of Conditions # 64-634 Page @of SALEM CONSERVATION COMMISSION DEP FILE #64-634 5 Sophia Road City of Salem,Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Veinal Pools Map (8/10/17, 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 veinal pools. This Order permits the construction of a single-family home and associated improvements, per Notice of Intent submitted to the Salem Conservation Commission on June 29,2017,approved plans,and the following 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 bile#64-634 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. 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 ; s--; Attachment to Order of Conditions # 64-634 Page Rof I and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S.Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec.27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Tom Berube, Sophia Road, Salem,MA(L.C. Lot 747), Site Plan, C-1 (Title) 8/10/2017 (Dated) Robert H. Griffin (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. Attachment to Order of Conditions #64-634 I' Page Rof E 17. [Reserved]. PRIOR TO CONSTRUCTION 18. Prior to the commencement of any activity on this site other than activities listed above,there must be a Pre-Construction Meeting on site between the project supervisor,the contractor responsible for the work,and the Conservation Agent and/or a member of the Conservation Commission to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Agent at (978)619-5685 at least forty-eight(48)hours prior to construction to arrange for the Pre- Construction Meeting. 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. 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. ��; Attachment to Order of Conditions # 64-634 � J Page aof I DURING CONSTRUCTION 29. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 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. 33. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 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. During 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: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; Attachment to Order of Conditions# 64-634 Page Fof E2 (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 of Compliance 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. [Reserved]. PERPETUAL CONDITIONS 44. Property owner(s)must maintain Virginia creeper or similar climbing plant(s) along the length of and up the retaining wall. 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, hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining to S Sul h i a Kva of which was distributed at the single missed session on13//-�- 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: f �Y Date: Board or Commission: Salem Conservation Commission CITY OF SALEM CONSERVATION COMMISSION r SITE VISIT FORM PROJECT LOCATION: > �f^ DATE OF SITE VISITS� � �, -� PROJECT PROPONENT: DEP FILE NUMBER:� � PROPOSED WORK: �114 N IN ATTENDANCE: - _ i Commission Members/Agent: Abutters: oV\ 61ArY,� 6� ltio9 �— Applicant/Property Owner/Representative: LSITEVISIT.PURPOSE:— N_b_� SITE VISIT_OOCUMENTATION: t4 Photos ❑Site Map ❑Other: [BSERVATIONS: Take into account relevant aspects or features such as: natural or piped drainage or obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage areas; adjacent land uses. RECOMMENDATIONS: 1� �r - � h g /// c �r\01�4 <� S/ �h� � RJ, S h�cmah6//1 4" �r _MA /SCO CITY OF SALEM CONSERVATION COMMISSION Salem Conservation Commission 978-619-5685 Will hold a public hearing for a Notice of Intent for Thomas Berube of T.Berube Contracting hic,67 Wallis St,Beverly MA.Purpose of hearing is to discuss proposed construction of single-family home and associated improvements at 5 Sophia Rd within an area subject to the Wetlands Protection Act MGL cl31§40 and Salem Wetlands Protection&Conservation Ordinance.Hearing will be 7/13/17 at 6:30pm in City Hall Annex, 3`a floor conference room, 120 Washington St. Salem News publication date: July 6, 2017 Please invoice: Account#31993 Robert H. Griffin Griffin Engineering Group, LLC 495 Cabot Street, 2°d floor Beverly, MA 01915 978-927-5111 J Minutes of Meeting--November 8, 1984 Page 2 Upon the motion of Alice Akatyszewski and second of Glenn Yale, the proposal was determined to have no significance on the Wetlands Protection Act. It was so voted. PUBLIC HEARING--SIDNEY GERBER, SOPHIA ROAD Chairman Philip Moran read the notice'of the public hearing. Mr. Moran further directed that the record indicate no abutters in favor of or opposed to the project were present. This involves the proposed construction of a single-family dwelling on Sophia Road. The lot slopes steeply toward an abutting street and there is some concern for the stability of the bank and the drainage to the brook behind the property. Both James MacDowell and Glenn Yale expressed some concern for the location of a turnaround. If the Planning Board, Department of Public Works, or Fire Department should require a different configuration for the turnaround, the concerns of the Conservation Commission would be changed. The Commission would also like to see a detail of the proposed drainage swale--some concern was expressed as to the construction. Large stones could be dislodged during a heavy storm event. Glenn Yale asked where the edge of the new fill will be located and Mr. Gerber stated he does not intend to place any fill at all. The Commission requested that ry his plans be amended to show a profile through the house to ascertain the finished contours. Therefore, the consensus of the Commission was to continue the hearing until the following information is provided: Stability calculations for the bank; detail of proposed drainage swale; profile of the proposed finished grades. Upon the motion of James MacDowell and second of Alice Akatyszewski, the hearing will be continued until our next meeting on December 13, 1984. It was so voted. FIELD INSPECTION REPORT The Commission members inspected the Legg's Hill property and Broadway properties of Mr. Mackey and an agreement was made to allow Mr. Mackey to continue with the excavation of gravel on Legg's Hill Road. Further, Mr. Mackey will clean up the site off Broadway and it will be inspected again prior to our next meeting. MINUTES Upon the motion of James MacDowell and second of Alice Akatyszewski, the minutes of October 25, 1984, were approved. It was so voted. CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND PROPERTY OWNERS BOARD/COMMISSION: Conservation Commission PROJECT SITE: 3 Sophia Road 104-0025-0) DATE: 06/22/2017 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 listedpatheject site. Assessor's SignatureDate: a 1 Number of initialed pages attached: Once Certified, Return to: Ashley Green, Department of Planning and Community Development y 1aNn8vY/ ari W C �� a' BM! a LLJJ 2 P sme lb It O N ' Io 'o _( IL o m W q� n 10 0 - M 1 ft Nin an062711017 at M9 AM '109L9 AIa^tlluegeqajrasppn ted"odpiogwaljai;Aivapuyewnyaeyelgnildaa I s4uege6/eotianeezaIIV ; ®loadAse3assaipe,psauanbq; ; s oted/wmn0aeeged Parcel ID:04-0 25-0 Parcel ID:03-0040-0 Parcel ID:03-0041-0 26 WAL CAD LLC DODGE LAURIE DELCAMPO ARMANDO A 500 CUM GS CENTER STE1550 6 MADELINE AVE DELCAMPO JACKLYN C BEVERLY 01915 SALEM, MA 01970 2 SOPHIA ROAD - -- SALEM,MA 01970 Parcel ID:03-0042-0 Parcel ID:030043-0 Parcel ID:03-0044-0 FERAN JASON H DEROIN NELSON A DYER DEBORA BAUTISTA MA CLARISSA DEROIN JUNE S 4 MADELINE AVENUE 4 SOPHIA ROAD 6 SOPHIA ROAD SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:030045-0 Parcel ID:030046-0 Parcel ID:030047-0 MCMAHON MICHAEL JOSEPH ASHLEY DAVID SHEPHARD ROGER A& MCMAHON SANDRA ASHLEY TONYA L 19 RAVENNA AVE 2 MADELINE AVENUE 17 RAVENNA AVENUE SALEM, MA 01970 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:04-0007-0 Parcel ID:04-0008-0 Parcel ID:04-0023-0 YAROSH GERALD MARTIN LISA D PURCELL RICHARD SHIRLEY C 27 RAVENNA AVENUE 21 RAVENNA AVE 8 SOPHIA ROAD SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 Parcel ID:04-0024-0 Parcel ID:04-0026-0 SMITH ROBERT J YAROSH GERALD SMITH CYNTHIA L SHIRLEY C 23 RAVENNA AVENUE 8 SOPHIA ROAD SALEM, MA 01970 SALEM, MA 01970 109L9ayejdwabNantlasn I me6p3d"odasoCbmo10u66uo1epuae sa;eldwa;/woa•NaneoloE) slagelssaJppV®laadAse3 ®09LS 6AUS N • IIyS� 'y� t .. •Y Rte; yT la"£�i `L a}q•. 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J;' y.. �.:t-`.y+♦ ♦ +`i.� .P"� -s � k "F r . �1,t t '�.6 7j`. 8,� Vp e 3� � � �•^ rr— wd "� 41.':-! t'rr��7�'1'l-fsE i i � ai 1�•?2D r/ t 1•t� /% M. .�, � •_Z'• rit.< _b �/ y �'i a '" a� 'j '� 7� a t�+. —+.r a_.r:!''� � ��, a. r• r� �1(� ,� i /. i_ x. �Cyt L�,�� • � �� ./uk2� i>. + rt. VM .- w Z�..7•,.., f/ "�. •� '. ,. ^• , � •tom �, :- � .> � +qr. + "t .! ,' , TW �\ � � t rf.�'► A Ir�i I ] ' ' -.h Ja i� .' , rrI — � r � { ' rl. Y• r �' d r ,t ,.l��r 01 tfltv r. '� lf I II \ f • 1COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A Si nature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. GGGMMM--11��^^^"'�� ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Pdnfed Name) ate of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from Item ? ❑Yes If YES,enter delivery address below: 0 No Sc�fifi Pct�w i�� jq i3row-vi, sgleiuq' WA DI`l`tO r 3. Service Type ❑Priority Me0 apresee IIIIII III IIIIIIIIIII�IIIIII IIIIII III III�I DA9utt natuMaire Restricted Delivery ❑ReOlstered Mali Restricted 9590 9402 1660 6053 4627 66 O CWdW Mail R6etriCMtl DeIM&Y o Re am tleodatrcr E3 collect on De Nay Merehand ae 2. Article umber(Transfer from service label) D Collect on Delivery Restricted Delivery ❑Signature Con9nnatfonTM ❑Insured Mali ❑Signature Confnnation 117018---30--50 0001 2959- 05361 ❑Insured Mail Restricted Delivery Restricted Delivery over$500 PS Form 3511,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I USPl-RACKWG# First-Class Mail I I I I I III III I IN 1111111 USPS9e&Fees Pahl Permd No.G-00 9590 9402 1660 6053 4627 66 United States •Sender:Please print your name,address,and ZIP+4®in this box- Postal Service — Salem Conservation Commission 120 Washington Street, 3rd FI Salem, MA 01970 EV✓I u f66fzV NDS i SENDER:I ■ Complete items 1,2,and 3. X Signa a �� ■ Print your name and address on the reverse 11 Agent so that we can'return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address differentfiom item lT 13 as If YES,enter delivery address below: ❑ No Robert H.Griffin Griffin Engineering Group, LLC 495 Cabot Street, 2nd floor Beverly, MA 01915 3.II I IIII II III II I I I I II( III I I I I I I I I II(IIIressO Atlult Sign Signature Restricted Delivery ❑Reeg9 ste�Mce Type 0 Priority Mail ail 9590 9402 1861 6104 1209 70 Certified Maile Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collet on Delivery Merchandise 2. Article NumberO-ransfer from s_e_rvice label) _ I7 Collect on Delivery Restted Delivery O Signature ConfrmationTM _ - - ❑Insured Mail ❑Signature Confirmation t f ❑Insured Mail Restricted Delivery Restricted Delivery /LI.LC yLIJu Li ii�:.aa _�;�'I ry (over$500) _PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt uSMMKM# VIIIt �It[$�I First-Class`Mail III II .. I�fIIII III) Pennl9No.G-tOPaid I 9590 9402 1861 6104 1209 70 United States •Sender.,Please print your name,address,and ZIP+4®in this box* Postal Service — - — - Salem Conservation Commission I 120 Washington Street, 3rd Fl Salem, MA 01970 I I I p � I .. tlll'j;'Illi"Ili'lil'l�iN11113°i'I°�II�'i Griffin Engineering Group,LLC August 10, 2017 Ms. Ashley Green, Staff Planner Salem Conservation Commission 120 Washington Street Salem, MA 01970 By Email Subject: Construction Sequence Plan for 5 Sophia Road (MassDEP File #64-0634) Dear Ms. Green: As requested during the Commission's August 6t" site walk, this letter provides a detailed construction sequence plan for the subject project. 1) Install erosion control barriers as shown on the plan. Erosion controls are to be inspected by the City prior to excavation work. Erosion controls are to be monitored and maintained in good condition throughout construction. 2 Demo existing 9 Y o shed. All demolition debris is to immediate) into a dumpster or dump trailer and removed from the site for proper disposal. 3) Remove section of existing guardrail. Reset guardrail immediately or provide temporary jersey barriers until guardrail can be replaced. 4) Clear all vegetation from the work area. Vegetation is to be chipped onsite and immediately placed in a dump truck for removal from the site. Wood chips are not to be stockpiled onsite. 5) Remove section of existing bituminous curb and rough-in excavator access area from the southwest corner of the lot. Remove stumps and haul from site. Excavate a staging pad in the central portion of the work area at the approximate bottom of building footing elevation. 6) Excavate for the proposed retaining wall. Remove any unsuitable materials from the site. Most of the work will be done with a large track-mounted excavator from the staging pad. A ramp will be constructed from the southerly end of the wall to provide access for a mini-excavator or skid-steer loader to move materials. Establish bottom of retaining wall footing grade, step footing as required, and work back towards the access point. 7) Form and pour concrete retaining wall footing and walls. Allow concrete to achieve full design strength before backfilling. Phone 978-927-5111 1 Fax 978-927-5103 www.griffineng.com 495 Cabot Street 2nd Floor Beverly, MA 01915 Ms. Ashley Green, Starf Planner Page 2 August 10, 2017 8) Backfill the wall with the specified drainage stone and structural fill. Backfill in maximum 12-inch thick lifts and compact. Restore (loam and seed) the area along the downhill side of the wall. 9) Excavate for the building foundation. Footing is to be placed on satisfactory virgin soil or compacted structural fill. 10)Form and pour conventional concrete building foundation. Dampproof foundation and install foundation drain. 11)Install water and sewer utility services to the foundation. Install drainage infiltration trenches and associated roof leaders. Backfill foundation with clean material. 12)Construct segmental block retaining wall on south side of the garage and establish rough grade around the site. 13)Construct residence and deck. Connect gutter down-spouts to roof leaders. Gas and electric utility service connection to occur during house construction. 14)lnstall driveway, walkway, finish landscaping, and fences. 15)Remove erosion controls once site is stabilized and approved by the Conservation Agent. We trust the above is satisfactory. Should you have any further comments or questions please do not hesitate to contact the undersigned. Very truly yours, Griffin Engineering Group, LLC 0 Robert K Grin, P.E. Cc: T. Berube 1 1 1 Notice of Intent under the 1 Massachusetts Wetlands Protection Act 1 and the City of Salem Wetlands Protection and 1 Conservation Ordinance 1 Construction of a Single-Family Residence -~ 5 Sophia Road LL � Salem, MA June 29, 2017 Applicant: Tom Berube T. Berube Contracting Inc. . � Submitted to: City of Salem Conservation Commission 1 4� and Massachusetts Department of 1 Environmental Protection 1. Prepared by: Griffin Engineering Beverly, MA 1 1 1 Griffin WGroup,Engineering LLC June 29, 2017 Salem Conservation Commission ' City Hall Annex 120 Washington Street Salem, MA 01970 ' By Hand Delivery Subject: Notice of Intent for the ' Construction of a Single-Family Residence 5 Sophia Road (Map 4 Part of Lot 25) ' Dear Commission Members: On behalf of the Owner and Applicant, Tom Berube of T. Berube Contracting, Inc., ' we are pleased to provide (8) copies of this Notice of Intent (NOI) for the subject project. The proposed project involves the construction of a single-family residence with associated deck, driveway, retaining walls, utilities, and ' landscaping. A Bordering Vegetated Wetland resource area is located on and adjacent to the subject property and is subject to protection under the Massachusetts Wetlands Protection Act (MA WPA) and the City of Salem Wetlands Protection and Conservation Ordinance. Work is proposed within the 100-foot Buffer Zone to the resource area. We look forward to further discussing the project with the Commission. Should ' you have any questions or comments, or require additional information, please do not hesitate to contact the undersigned. Very truly yours, Griffin Engineerin roup, LLC ' aobert5H. Gr' in, P.E. Enclosures: NOI (8 copies) ' Cc: Massachusetts DEP Northeast Region (2 copies) T. Berube Phone 978-927-5111 1 Fax 978-927-5103 www.griffineng.com 495 Cabot Street' 2nd Floor Beverly,MA 01915 ' TABLE OF CONTENTS Notice of Intent Application (WPA Form 3) ' Notice of Intent Wetland Fee Transmittal Form and Fee Calculation Sheet Attachment A Project Description ' 1.0 INTRODUCTION.................................................................................................A-1 ' 2.0 WETLAND RESOURCE AREAS.........................................................................A-1 2.1 Bordering Vegetated Wetland.................................................................... A-3 2.2 Buffer Zone................................................................................................A-3 ' 2.3 Additional Information ................................................................................A-3 3.0 PROPOSED PROJECT/WETLAND RESOURCE AREA WORK.......................A-4 ' 3.1 Buffer Zone................................................................................................A-4 4.0 MITIGATION MEASURES.....................................................................................A-5 ' 5.0 CONCLUSION ....................................................................................................A-6 Figure1 - Site Locus Plan ...........................................................................................A-2 ' Attachment B Site Plan ' Attachment C Erosion Control Specifications Attachment D Affidavit of Service, Notice to Abutters & Certified List of Abutters - �II NOTICE OF INTENT APPLICATION (WPA FORM 3) 1 1 1 1 1 1 1 1 ' Massachusetts Department of Environmental Protection Provided by Maiso P Bureau of Resource Protection - Wetlands 1 "MassDEP File Number WPA Form 3 — Notice of Intent �`;` Document Transaction Number ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityrrown Important: When filing out A. General Information forms on the computer,use only the tab key 1. Project Location (Note: electronic filers will click on button to locate project site): to move your 5 Sophia Road Salem 01970 ' cursor-do not use the return a.Street Address b.City/Town c.Zip Code key. N42029'59.2"N W70055'56.7 Latitude and Longitude: d. Latitude e.Longitude ' V ri Map 4 Part of Lot 25 f.Assessors Map/Plat Number g.Parcel/Lot Number 0 2. Applicant: ' Thomas Berube a. First Name b. Last Name Note: T. Berube Contracting Inc. Before c.Organization completing this 67 Wallis Street form consult d.Street Address your local Conservation Beverly MA 01915 Commission e.Cityrrown f.State g.Zip Code regarding any 978-927-2099 municipal bylaw or ordinance. h.Phone Number i.Fax Number I. Email Address ' 3. Property owner(required if different from applicant): ❑ Check if more than one owner �... ' a.First Name b. Last Name c.Organization ' d.Street Address e.City/Town f.State g.Zip Code ' h.Phone Number i.Fax Number j. Email address 4. Representative(if any): Robert H. Griffin, P.E. a.First Name b.Last Name Griffin Engineering Group, LLC c.Company 495 Cabot Street, 2nd Floor d.Street Address Beverly MA 01915 e.City/Town I.State g.Zip Code (978) 927-5111 (978) 927-5103 bgriffin@griffineng.com h. Phone Number i. Fax Number j. Email address ' 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $ 500.00 $ 237.50 $ 262.50 ' a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpaform3.doc•rev.6/28/2016 Page 1 of 9 Massachusetts Department of Environmental Protection ProvidedbyMass DEP 7 i Bureau of Resource Protection - Wetlands r + ` MassDEP File-Number 1 WPA Form 3 - Notice of Intent S � h K Document Transaction'Number: Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Salem CitylTown A. General Information (continued) ' 6. General Project Description: Construction of a single-family residence with associated deck, driveway, retaining walls, utilities, and ' landscaping. ' 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. ❑ 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(south) 89773 a.County b.Certificate#(if registered land) 1 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 byMa�ssDEP •_ Bureau of Resource Protection - Wetlands a kw sw MassDEP File Number .... �a'ut.Y- + WPA Form 3 - Notice of Intent (, 'Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 Salem ' City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) ' Resource Area Size of Proposed Alteration Proposed Replacement(if any) ' a. ❑ Bank 1. linearfeet 2.linear feet For all projects affecting other b. ❑ Bordering Vegetated Resource Areas, Wetland 1.square feet 2.square feet please attach a ' narrative c. ❑ Land Under 1.square feet 2.square feet explaining how Waterbodies and the resource Waterways area was 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 feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced 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. s. 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 113.21 above. ' wpaform3.doc•rev.6/28/2016 Page 3 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP � Bureau of Resource Protection - Wetlands °WAS f ,MassDEP File Number �' WPA Form 3 - Notice of Intent r Dpocument Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Citylrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) II ' Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including ' standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document ' transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your receipt page) b. ❑ Land Under the Ocean 1.square feet with all supplementary information you 2.cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below '. ' d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment ' e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement(if any) ' f. ❑ Coastal Banks 1.linear feet g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.square feet 2.sq 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 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.612 812 01 6 Page 4 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP '�.�* ff k!"i ;Jk i Z z tr, ._:Bureau of Resource Protection - Wetlands assDEP File Number , WPA Form 3 — Notice of Intentn � (t` Document Transaction Numlier Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town C. Other Applicable Standards and Requirements i ❑ 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.massqis.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 October 1, 2008 1 Rabbit Hill Road Westborough,MA 01581 b.Date of map ' 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, MESAANetlands 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 & bufferzone) (b) ❑ Photographs representative of the site ' Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review(see htto//www mass gov/eea/agencies/dfo/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 ' Massachusetts Department of Environmental Protection Provided byMassDER.-77 Bureau of Resource Protection - Wetlands ' MassDEP Pile Number WPA Form 3 - Notice of Intent �, - Document Transaction Number,2'' ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem w 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 ' (0 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/nhesl)/requlatorV review/mesa/mesa exemptions htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) ' 2. ❑ Separate MESA review ongoing. a.NHESP Tracking# b.Date submitted to NHESP �� 3.❑ Separate MESA review completed. 1 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(a7state.ma.us Email: DMF.EnvReview-North((),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 ProvdedbyMassDEP "1 Bureau of Resource Protection - Wetlands ", e- EP � , 4 I � P v � Ma35DEP File Number A$�,Mg4 WPA Form 3 - Notice of Intent ` Document TransactionN ber4 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Cityrrown C. 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. ❑ 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.) 2. ® Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland IBVWj 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 ' Pr& ei by MassDEP Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent ' :.Document Transaction Number ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town 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. 0 List the titles and dates for all plans and other materials submitted with this NOI. Site Plan a.Plan Title Griffin Engineering Group LLC Robert H. Griffin, P.E. b.Prepared By c.Signed and Stamped by June 29, 2017 1"=20' d. Final Revision Date e.Scale f.Additional Plan or Document Title g.Date 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. ❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. ' 8. ® Attach NOI Wetland Fee Transmittal Form 9. ❑ Attach Stormwater Report, if needed. 1 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: #8606 $262.50 2.Municipal Check Number 3.Check date #8605 $237.50 4.State Check Number 5.Check date ' Griffin Engineering Group LLC -- 6. Payor name on check:First Name 7. Payor name on check:Last Name ' wpaform3.doc•rev.6/28/2016 Page 8 of 9 1 ------- I Massachusetts Department of Environmental Protection Provided by MassDEP B t dd�r _y.kfi h i`$ f i Bureau of Resource Protection - Wetlands x MassDEP File Numbev�- s - ` WPA Form 3 - Notice of Intent ;DQcument TransecllortNumber" Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem F. Signatures and Submittal Requirements Chyrrown I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying 1 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). 1 I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location 1 ti(Signature ofANplicant 2:Data 3.Signature of Pr i Owner.if rff nt). - - 4_Date 5,%Signature of Representative(if a 6.Date ' For Conservation Commission: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form,and the city/town fee payment, to the 1 Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the 1 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 1 section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. 1 i 1 1 1 1 wpaforrnIdoc•rev.612812016 Page 9 of 9 1 I i ' NOTICE OF INTENT WETLAND FEE TRANSMITTAL FORM & FEE CALCULATION SHEET 1 1 1 1 1 1 1 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 5 Sophia Road Salem cursor-do not a.Street Address b.City[Town use the return key. #8605 $237.50 c.Check number d.Fee amount Q 2. Applicant Mailing Address: Thomas Berube a.First Name b.Last Name T. Berube Contracting Inc. c.Organization 67 Wallis Street d.Mailing Address ' Beverly MA 01915 e.City/Town f.State g.Zip Code 978-927-2099 ' h. Phone Number i.Fax Number j.Email Address 3. Property Owner(if different): ' a.First Name b. Last Name c.Organization ' d.Mailing Address ' e.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 liType 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 5/Total 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. ' noffeetf doc•Wetland 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. 2a-Single-Fam. Res. Constr. 1 $ 500 $ 500 1 ' Step 5/Total Project Fee: $ 500 Step 6/Fee Payments: Total Project Fee: $ 500.00 a.Total Fee from Step 5 State share of filing Fee: $ 237.50 ' b. 1/2 Total Fee less$12.50 City/Town share of filling Fee: $ 262.50 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.) ' nodeetf.doe•Wetland Fee Transmittal Form•rev.10/11 Page 2 of 2 FILING FEE CALCULATION SHEET ' Massachusetts Wetland Protection Act 310 CMR 10.03(7)c ' Category 2a: Single-Family Residence Construction: 500.00 ' Total Check Amounts State Share = (50% of Amt - $12.50) _ $500/2 - $12.50 = $237.50 City Share = (50% of Amt + $12.50) _ $500/2 + $12.50 = $262.50 1 1 1 ' OPERATING ACCOUNT MAR IBLEHEAD BANK. QG' ;, Griffin 495 CABOT ST.,SUITE 202 21 ATLANT1cAVE- 86 1 En lnecrin BEVERLY,MA 01915 MARBLEHEAD,MA 01945-9294, ' , Group,LLC g (978)927-5111 s3.729sn1,a. PAY Two Hundred Sixty Two and 50/100 DATE CHECK CHECK AMOUNT 06/27/17 8606 $262.50 ' -TO THE CITY OF SALEM ORDER 'OF CITY HALL ' 93 WASHINGTON STREET SALEM MA 01970 0 _ AV NOll2ED 1x00860611• /: 2 1 13 7 2996': 25 0005351r OPERATING ACCOUNT MARBLEHEAD BANK 86 Griffin 495 CABOT ST.,SUITE 202 21 EAD.MA01N U < MARB 21 ATLANTIC MA 91945-3294 "- Engineering BEVERLY,MA 01915 53-729912113 Group,LLC: (978)927-5111 ' PAY Two Hundred Thirty Seven and 50/100 ' DATE CHECK CHECKAMOUNT 06/27/17 8605 $237.5( TOTHE MA DEP OF COMMONWEALTH COMMONWEALTH OF MASSACHUSETTS PO BOX 4062 BOSTON MA 02211 At i0 � 5�C11.fTURE ' 1180086D51x IC211372996i: 25 0005351r 1 1 I �I ATTACHMENT A PROJECT DESCRIPTION 1 1 1 1 1 1 1 1 1.0 INTRODUCTION ' The project site is located along easterly side of Sophia Road in Salem, Massachusetts. The subject Sophia Road parcel (Map 4 Lot 25) was divided in t 2016 into two lots (reference ESRD Land Court Plan#11802-64). The southerly lot is developed with a single-family residence and the northerly lot is the vacant, . developable property. This application pertains only to the development of the tvacant property (Lot 747 on the referenced plan). The subject property is approximately 0.67-acres in size. The property is bounded to the west by Sophia Road, to the north by an unimproved portion of the Appleby Road right-of-way, to the west by three single-family residential properties along Ravenna Avenue, and to the south by the developed 3 Sophia Road lot. Figure 1 - ' United States Geological Survey (USGS) Locus Map depicts the general location of the project site. ' This Notice of Intent is for the construction'of a single-family residence with associated deck, driveway, retaining walls, utilities, and landscaping. The activities are located with the 100-foot Buffer Zone to Bordering Vegetated Wetland. Such ' areas are subject to protection under the Massachusetts Wetland Protection Act (MA WPA) and the City of Salem Wetland Protection and Conservation Ordinance. ' The wetland resource area is further described in Section 2.0. A detailed description of the proposed work is provided in Section 3.0. Mitigation measures associated with the project are described in Section 4.0. The reader is referred to ' Attachment B for a Site Plan showing the existing conditions and the proposed work. 2.0 WETLAND RESOURCE AREAS ' Griffin Engineering Group, LLC reviewed information regarding the subject Sophia Road property to determine if the area of proposed work is located within resource areas regulated under the Massachusetts Wetlands Protection Act (MA WPA) and the City of Salem Wetlands Protection and Conservation Ordinance. The review included an on-site inspection, topographic field survey, and a review of pertinent published information regarding the project area. Information reviewed included: ➢ USGS Topographic Quads (Salem & Lynn, MA 1:25,000 - Metric - 1985); ' ➢ FEMA Flood Insurance Rate Maps, City of Salem, (Map Number 25009C0418G & 25009C0513G), Effective July 16, 2014; ' ➢ Massachusetts Natural Heritage Atlas, October 1, 2008 Edition, Salem Quad; ➢ The National Wetlands Inventory Map, Wetlands Mapper Digital Viewer, U.S. ' Fish and Wildlife Service; A - 1 g�� fi 1011 Qw .� maw LL r •. 0 200400 :.. 1,200 1,600 FigureFeet :00 feet Site Locus Plan Ref: USGS Scanned ...Beverly, MA I Griffin Engineering Group, LLC 1 • 1 ' Based on our review, a Bordering Vegetated Wetland (310 CMR 10.55) was determined to be present in the vicinity of the proposed work area. This resource ' area is regulated under the MA WPA and the local Ordinance. The proposed work is located within the jurisdictional 100-foot Buffer Zone to the protected resource area requiring.a Notice of Intent to be filed under the MA WPA and local Ordinance. ' 2.1 Bordering Vegetated Wetlands ' According to the Fish &Wildlife Services inventory maps, a seasonally flooded/saturated forested wetland system is located on the northeast section of the subject property. The wetland on the property is the distal end of a 30+-acre ' wetland system tributary to and bordering on Strongwater Brook. On the subject property, the Bordering Vegetated Wetland (BVW) was delineated by t wetland scientist William Manuell of Wetlands and Land Management, Inc of Danvers, MA. The BVW boundary is well defined by topography, hydrophytic vegetation and hydric (wetland) soils. The wetland flags were mapped by ' instrument survey and are shown on the accompanying Site Plan in Attachment B. No work is proposed within the BVW however, work is proposed to occur within the ' 100-foot Buffer Zone to the BVW. Appropriate mitigation measures are proposed to protect the resource area during construction and until the disturbed areas have been restabilized. ' 2.2 Buffer Zone The Buffer Zone is the area extending 100-feet horizontally from the delineated BVW ' boundary. Buffer Zones are considered significant because they perform vital functions in protecting the resource areas and interests of the MA WPA and local Ordinance. The portion of the proposed work will occur within this area. ' Appropriate mitigation measures are proposed to protect the resource areas during construction and until the Buffer Zone has been stabilized. ' 2.3 Additional Information o The USGS Topographic Quad does not indicate any streams (intermittent or perennial) within 200-feet of the subject property. Therefore, the subject ' project is not subject to the Riverfront Area Regulations. o The FEMA Flood Insurance Rate Map for the City of Salem (Map Number ' 25009C0418G & 25009C0513G) indicates that the subject property and adjacent portion of the wetland resource area is not located within any flood hazard areas. ' o According to the Massachusetts Natural Heritage Atlas 2008 Edition, the project site is not within an area mapped as having Estimated Habitat of Rare ' Wildlife or Vernal Pools. A - 3 1 3.0 PROPOSED PROJECT / WETLAND RESOURCE AREA IMPACTS ' The proposed project is the construction a single-family dwelling with associated ' deck, driveway, retaining walls, utilities, and landscaping on a vacant lot along Sophia Road. As shown on the attached Site Plan (Attachment B), approximately 90% of the property contains jurisdictional Bordering Vegetated Wetland (BVW) and ' associated Buffer Zone. No work is proposed in the BVW but work within the Buffer Zone is unavoidable and necessary for the development of the lot. ' Disturbance associated with proposed work is located approximately 43 feet from the BVW. The proposed residence is located approximately 70-feet from the BVW at its closest point. The proposed two-story residence will be conventional cast-in-place ' concrete foundation and wood-framed construction. A new wooden-deck on sono-tube supports is also proposed along the rear of the residence. The reader is referred to Attachment B for a Site Plan showing the proposed work. Specific ' elements of the project include: (1) Excavating and constructing a retaining wall with a safety railing/fence along ' the rear of the proposed residence (2) Excavating and pouring a conventional cast-in-place concrete building foundation; ' (3) Constructing a two-story, wood framed residence with attached garage and rear deck; (4) Installing municipal utility services (water, sewer, gas, electrical, telephone & ' cable); (5) Installing two stormwater infiltration trenches w/ StormTech infiltration chambers to recharge roof runoff and dampen peak runoff; ' (6) Installing a bituminous concrete driveway from Sophia Road; (7) Regrading, installing landscape walls, and landscaping all disturbed areas. ' During construction, erosion control measures are proposed as specified in Attachment D. Straw wattles will be placed downgradient of all proposed construction activities. All disturbed areas are to be re-vegetated or stabilized as ' soon as practicable. 3.1 Buffer Zone As illustrated on the Site Plan in Attachment B and noted above, approximately 90% of the site is located within the 100-foot Buffer Zone to the BVW. Locating the proposed work outside the 100-foot Buffer Zone is not practicable. Unnecessary ' Buffer Zone disturbance has been avoided. Mitigation of Buffer Zone disturbance will be accomplished by adopting erosion and sedimentation controls throughout construction and until vegetation has been reestablished. Also, mitigation is ' proposed in the form of two stormwater infiltration trenches located along the A - 4 1 1 perimeter of the residence. Roof runoff from the residence will be collected by gutters and conveyed to the infiltration trenches to be recharged. For these ' reasons, the proposed work and its associated mitigation measures are consistent with the performance standards of the MA WPA and the local Ordinance. ' 4.0 MITIGATION MEASURES Proposed mitigation measures are described below. Throughout the work, ' disturbed soil areas will be re-stabilized and re-vegetated as soon as possible. Erosion control specifications are detailed in Attachment D. ' Prior to work commencing on the site, there will be a preconstruction conference with the contractor. The purpose of this meeting will be to coordinate the best methods ' for erosion and sedimentation control, protection of the surrounding wetland resource areas, and other construction-related issues. The implementation of a comprehensive soil and erosion control plan will occur prior to any construction ' activities within the project area. In general, the following sequence of erosion control will occur: ' o Erosion and sedimentation control devices will be installed along the edge of the down gradient side of the project area prior to construction as depicted on the Site Plan (Attachment B). ' o Erosion and sedimentation control devices will be inspected daily during periods of active construction and bi-weekly during the remainder of the ' construction period. Sediments will be removed from the barriers as soon as they reach a depth of 6-inches. o Runoff from the site will be directed through sedimentation control barriers. o During construction, disturbed areas will be kept to a minimum and vegetative ' stabilization of these areas will occur as soon as possible. o Temporary seeding, mulching, or other suitable stabilization measures will be ' used to protect exposed critical areas should unprotected soils remain exposed for prolonged periods. ' Construction activities shall be monitored on-site by the construction supervisor to ensure that the soil erosion and sediment control features are installed properly, maintained, and to evaluate the need for additional erosion control and/or ' stabilization measures. The inspector will perform the following tasks: o Supervise the installation and maintenance of the soil erosion and sediment control features. ' A - 5 o Evaluate the need for additional soil erosion and sediment control features. o Scheduled inspections of erosion control features, including construction entrance, haybales, and dust control. ' o Supervise and monitor temporary and permanent stabilization activities. ' 5.0 CONCLUSION The proposed project is the construction a single-family dwelling with associated deck, driveway, retaining walls, utilities, and landscaping on a vacant lot along Sophia Road. The project is designed to comply with both state and local wetland ' regulations and to minimize impacts to the surrounding wetland resource areas. The proposed work meets the applicable performance standards for work to be performed within a Buffer Zone to a Bordering Vegetated Wetland. Permanent ' unavoidable impacts and temporary impacts have been minimized. Adequate mitigating measures are proposed so as not to compromise the function of the resource area during construction. The proposed project, with its mitigation ' measures, meets the performance standards and protects the interests of the Massachusetts Wetlands Protection Act and the City of Salem Wetlands Protection and Conservation Ordinance. 1 t ' A - 6 1 ATTACHMENT B ' SITE PLAN 1 1 1 1 1 1 1 1 1 1 ATTACHMENT C ' EROSION CONTROL SPECIFICATIONS 1 1 1 1 1 1 1 1 ' Section 01568 Erosion Control, Sedimentation and ' Containment of Construction Materials Part 1 -General ' 1.1 Provide all work and undertake all measures necessary to control soil erosion from the work site throughout the Construction Phase and continuing until removal of siltation ' controls are authorized by the Engineer or Local Authority. This work shall be, continuous throughout the project, regardless of the construction schedule undertaken by the Contractor. The contractor must ensure that controls perform as specified even j ' when he is not present at the work site. 1.2 Prevent soil and construction materials from the work area from reaching wetlands or ' waterways at all times. 1.3 Install and maintain erosion controls as shown on the drawings and as specified. Should additional controls or measures be necessary to control erosion, as determined by the ' Owner or Engineer, then provide and maintain same. 1.4 Controls installed and maintained must prevent movement of soil and construction ' materials from the work areas at all times. Controls must be capable of performing adequately during normal and severe storm events. 1.5 Controls are to be installed prior to disturbing earth or vegetation at the project. 1.6 Compliance with all requirements of the Order of Conditions issued by the Local Authority is the responsibility of the Contractor, with the following exceptions: Filing of the Order on the property deed. Requirements for actions at the property after the authorized removal of erosion ' controls. Part 2 - Quality Assurance 2.1 All erosion controls to be constructed of new materials approved by the Engineer and consistent with these specifications. Replace inadequate or worn controls with new ' materials. 2.2 Inspect and maintain as necessary erosion controls within 24 hours following every ' storm event. 2.3 Disturbance of soils or vegetation and construction activities of any type beyond the ' limits of work shown on the drawings are prohibited. Do not disturb adjacent vegetation. 2.4 The Contractor is solely responsible, at no additional cost to Owner, for repairs, replanting, remediation, or reconstruction or other any actions ordered by the Local ' Authority resulting from non-compliance with these requirements. Non-compliance includes, but is not limited to, failure to prevent soil and construction materials from reaching a wetlands or waterbody. I ' 01568-1 ' 2.5 The Contractor is required to keep on-site, throughout the project, 12 additional haybales and 50 feet additional silt fence. These additional erosion control materials are to be ' available for use solely at the project site and are to be installed immediately upon direction of the Engineer or the Local Authority. ' 2.6 Follow preventative erosion control practices established by the United States Soil Conservation Service. ' 2.7 Do not allow litter or construction materials to blow from the work area and enter wetlands. Immediately remove by hand any such materials entering wetlands. ' Part 3 - Submittals 3.1 Two weeks prior to disturbing soil at the project site, submit to Engineer for review and approval, catalog cuts showing the proposed materials to be used during construction. ' Part 4 - Materials 4.1 Haybales shall be made of straw or hay, tightly bound with string, and measure approximately 18" x 18"' x 3' or larger. 4.2 Silt Fence - shall be made of a woven geotextile with a metal reinforcing mesh fully integrated during the manufacturing process into the geotextile. 4.3 Stakes - Stakes for securing haybales and silt fence shall be made of oak, and shall have nominal dimensions of 2" x 2" x 4'. Metal fence posts for silt fence acceptable. Part 5 - Dewatering Discharges 5.1 Water discharged from the construction area must be completely free of petroleum products. 5.2 The maximum rate of pumping, without special approval of the Engineer, shall be 150 gallons per minute. 5.3 Dewatering waters shall pass through a silt removal chamber having an overflow rate less than 3,500 gallons per square foot per day and a depth of at least three feet, and ' then be filtered through haybales prior to being allowed to flow to a wetlands or waterbody. Effluent shall have turbidity less than 10 NTU. ' Part 6 -Additional Requirements ' 6.1 Install silt fence around all stockpiles of soil placed within 200' of a wetlands. 6.2 Controls are to be removed after vegetation in the work area has been established, and ' is determined by the Engineer or Local Authority as being effective at controlling erosion. ' 01568-2 1 I ATTACHMENT D ' AFFIDAVIT OF SERVICE, NOTICE TO ABUTTERS, ' & CERTIFIED LIST OF ABUTTERS 1 1 1 1 1 1 1 1 1 ' Affidavit of Service Under the Massachusetts Wetlands-Protection Act ' (to be submitted to the Massachusetts Department of Environmental Protection and the . local Conservation Commission when filing a Notice of Intent) I, Robert Griffin, hereby certify under the pains and penalties of perjury that on June 29. 201, notification was given to abutters in compliance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994, in connection with the ' following matter: A Notice of Intent filed under the Massachusetts Wetlands Protection Act and the ' City of Salem Wetlands Protection Ordinance by Tom Berube, T. Berube Contracting Inc. with the Salem Conservation Commission on June 29. 2017 , for the construction of a single-family residence with associated deck, driveway, ' retaining walls, utilities, and landscaping. The work is to be performed directly north of the existing residence at 3 Sophia Road (Map 4, Lot 25) in Salem, Massachusetts. ' The form of notice, and a list of the abutters to whom it was given and their addresses, are attached to this Affidavit of Service. i ' Robert H. Griffin, P.E. Date 1 � ' Notification to Abutters Under the Massachusetts Wetlands Protection Act and the ' City of Salem Wetlands Protection Ordinance In accordance with the second paragraph of Massachusetts General Laws Chapter 131, Section ' 40, and the DEP Guide to Abutter Notification dated April 8, 1994, you are hereby notified that: A. The name of the applicant is Tom Berube, T. Berube Contracting Inc ' B. The applicant has filed a Notice of Intent with the Salem Conservation Commission seeking permission to;construct'a'single-family residence with associated deck driveway, retaining walls utilities and landscaping Such work is within wetland resource areas ' subject to protection under the Wetlands Protection Act (Mass. General Laws Chapter 131, Section 40) and the City of Salem Wetlands Protection Ordinance. C. The address of the property where the work is proposed is along Sophia Road (Map 4. Part of Lot 25) in Salem. ' D. Copies of the Notice of intent may be examined at the.Salem.Conservation Commission Office, 3rd Floor of the City Hall Annex 120 Washington Street Salem MA between the hours of 8:OO AM and 4:00 PM,Monday through Wednesday:8:00 AM and 7 00 PM ' Thursday, and 8.00 and 12.00 PM Friday E. Copies of the Notice of Intent may be obtained from (check one) either the applicant_ or the applicant's representative X by calling this telephone number: 978.927.5111. F. Information regarding the date, time, and place of the public hearing may be obtained from the Salem Conservation Commission Office 3rd Floor of City Hall Annex 120 Washington ' Street. Salem. MA by calling this telephone number _ (978-745-9595) between the hours of _8:00 AM and 4:00 PM; Monday through Wednesday, 8.00 AM and 7:00 PM Thursday, and 8:00 and 12:00 PM Friday. I ' Note: Notice of this Public Hearing, including its date, time, and place, will be published at least 5 days in advance in the Salem Evening News . The tentative date for the hearing will be July 13, 2017. Note: Notice of the Public Hearing, including its date, time, and place, will be posted in the City Hall not less than 48-hours in advance. Note: You may also 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: Central Region: (508) 792-7650 Northeast Region: (978) 694-3200 ' ' Southeast Region: (508) 946-2714 Western Region: (413) 784-1100 List of Property Owners and Abutters ' The Notification to Abutters Form has been forwarded by Certified Mail (return receipt requested) to the following abutters and property owners within one hundred feet of the property lines of the land where the activity under the jurisdiction of the Wetlands Protection Act and the City of Salem Wetlands Protection Ordinance is proposed: THE FOLLOWING LISTING WAS OBTAINED FROM THE CITY OF SALEM ASSESSORS OFFICE VIA THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT IN ' JUNE 2017. 1 1 � L_ CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND ' PROPERTY OWNERS ' BOARD/COMMISSION: Conservation Commission PROJECT SITE: :{ .Soplai>i Poo(l ; XW-o(',2s {; DATE: 06/22/2017 ' DESCRIPTION OF REOUIREMENT: 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 the aject site. Assessor's Signature. Gl Date: a r Number of initialed pages attached: Once Certified,Return to: Ashley Green, Department of Planning and Community Development 1 d�y�iS �. HaaCE= ae IL ja A. I' � a Fy , t w r x �us >r RIVE r +n NNA AVENUE 1 6 r� w 9 rya C sa 9�g�gt1N31Nv V14 es sa I �vcyav�arvw�c c�o11V i ®lead Asea assalpe,ps94anol3;I IawKa,Iwvr,ua Parcel ID:04.0 25-0 Parcel ID:03-D040-0 Parcel ID:03-0041-0 26 WAL AD LLC DODGE LAURIE DELCAMPO ARMANDO A 500 CUM GS CENTER STE1550 6 MADELINE AVE DELCAMPO JACKLYN C BEVERLY,,, 019]5 SALEM, MA 01970 2 SOPHIA ROAD ' SALEM, MA 01970 Parcel ID:03-0042-0 Parcel ID:03-0043-0 Parcel ID:03-0044-0 ' FERAN JASON H DEROIN NELSON A DYER DEBORA BAUTISTA MA CLARISSA DEROIN JUNE S 4 MADELINE AVENUE 4 SOPHIA ROAD 6 SOPHIA ROAD SALEM,MA 01970 SALEM, MA 01970 SALEM,MA 01970 ' Parcel ID:03-0046-0 Parcel ID:03-0046-0 Parcel ID:03-0047-0 MCMAHON MICHAEL JOSEPH ASHLEY DAVID SHEPHARD ROGER A& MCMAHON SANDRA ASHLEY TONYA L 19 RAVENNA AVE ' 2 MADELINE AVENUE 17 RAVENNA AVENUE SALEM,MA 01970 SALEM, MA 01970 SALEM, MA 01970 ' Parcel ID:04-0007-0 Parcel ID:04-0008-0 Parcel 1D:04-0023.0 YAROSH GERALD MARTIN LISA D PURCELL RICHARD SHIRLEY C 27 RAVENNA AVENUE 21 RAVENNA AVE 8 SOPHIA ROAD SALEM,MA 01970 SALEM,MA 01970 ' SALEM,MA 01970 Parcel ID:04-0024.0 Parcel ID:04-0026-0 ' SMITH ROBERT J YAROSH GERALD SMITH CYNTHIA L SHIRLEY C 23 RAVENNA AVENUE 8 SOPHIA ROAD SALEM, MA 01970 SALEM, MA 01970 1 1 ' 10915a7eldwa1,0anyasrl I mo6p3dmdNmcbmMvu!j5uojepu" saleldwaa/woi,,Ganeo)oE ; sygelssajppy®land tse3 49LS 3AN NOURDA Status Sheet Address: 560PNO. DEP#: (a-- ( � Application Type: Q Date Submitted: Contact Name: Phone: Proposed activity: (qk-fowj)j Yjvne . Application Complete 4correct Fee Received / P(Abutters List Requested ia'Received 4egal Ad Sent egal Ad Confirmed &-6`nline Added to Agenda eAgenda to Applicant rrA'gent Comments to Commission SEP Comments Hearing Opened:4 x/13119-'Continued: I/I `13' Site Visit: S/taP ZiL *Abutters Notice Confirmed ❑ Permit Sent to Applicant and DEP ❑ Confirmation of Delivery ❑ Permit Uploaded to Salem.com ❑ Expiration date added to calendar ❑ Added to database ❑ Applicant Recorded OoC with Registry Preconstruction Meeting. ❑ Certificate of Compliance Sent to Applicant and DEP ❑ Applicant Recorded CoC with Registry Notes: I "Italics indicate only required for NOI HACON COMM\Administmdve\project status sheet\N01 and RDA status shect2017-6-15.doc REFERENCES'. '4 I'F' RA NO c STREET'ADDRESS: SOPHIA ROAD 1. THE LOCATIONS R P ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE IN THE TION OF AMY AND MUST BE VERIFIED RECORD OWNERS: THOMAS BERUBE !k JAY GOLDBERG GRAPHIC SCALP BY THE CONTRACTOR PRIOR R ANY CONSTRUCTION.BE ANY OISWEP ENGINEER, IN , LOCATION OF ANY UTILITIES DHpWN OR ENCOUNTERED DURING CONSTRUCTION➢ON SHALL BE REPORTED TO THE ENGINEER. ME ABSENCE OF UNDERGROUND UTILITIES IS NEITHER INTENDED NOR IMPLIED. LOCUS DEED: L.C. DOC. #575373 - PROP.INFILTRATION .FRENCH'H 2. THE CONTRACTOR SHALL CALL GIG-SAFE 72 HOURS PRIOR TO CONSTRUCTION TO INFORM UiILITT COMPANIES OF ANY LOCUS PLAN: L.C. PLAN b11802-64 INFILTRATION HSC- W/ 3 THE CO ADJACENT A EXISTING UTILITIES. ASSESSOR$ INFO: MAP 4 PART OF LOT 25 NEATLY SAW CUT k (2)STORMTECN SC-}IU CHAMBER (p TCER I 3. WHENEVER E CONTRACTOR SHALL NOTIFY 1AR OWN OU UTILITYTERED,COMPANIES, POUGE FIRE RAND EPAIR W PRIOR TO ANT BLASTING. PATCH ROAD PER B1M STONE R 129.0 1 1�A xB rt 4. LACEANREMOVE STRUCTURES ARE MAKE ENCOUNTERED,I THE CONTRACTOR SHALL REPAIR ANY GTO AGED STRUCTURES OR H CITY OF SALEM DPW �E$ De F.1GF STM CHAMBER m 129.5 REPLACE ANY REMOLD STRUCTURES, AND MANE ANY IMPROVEMENTS ABOVE OR BELOW GRADE TO A CONDITION BETTER 4L. REQUIREMENTS(DPW 4 FINISH GRADE = 1325E THAN OR EQUAL TO EXISTING CONDITIONS. _ _ _ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED SITE. BURIAL OF 0 EXISL SNH - WASTE MATERIAL ON-SITE Is NOT PERMITTED. PRfr' yy RIM=133.91 L O� 6.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE CONSTRUCTION ACYVTIES AND 0.EMOVE ANY ON W-OHW-DHW-I�OHW--OHW-OHW--OHW W pVCOPSEWER SSERNCE NAIL BENCHMARK STREET INV=128.9 SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. 11 SLOPE= 2£(MIH.) M. 133 05 ]. DRAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES MTH 1B s 8$MAIN. S-0008 FY/FT PROPER FILIRATON AND EROSION CONTROL MEASURES, DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY SHALL NOT BE 5 5 5_S_S 5 5 5 5 1 T S U B I ALLOWED. PROP, 1'0 TYPE K INV; 128.8± � � �F 1, fF 1 8,IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER SHALL BE NOTIFIED IN WRUNG BEFORE SOPHIA ROAD CORE ER WATER SERNCE A f CONSTRUCUON. [MAf.1 (40'W(05 WAY±--0@-�--G- I+ EDDGE 0 i J� - I 9. UNLESS OTFERWISE NOTED, COMPACT ALL LAYERS TO 95 3 MODIFIED PROCTOR. t,1_W_W IV I�' W W �''� � LAN NOTES' UJST�IT. B�'FfAI -.-134 �� Y Y -+.+ % 'T'jI. EXISTING CONDMONs HEREIN WERE DEVELOPED BT INSTRUMENT FIELD SURVEY BY LEBLANC SURVEY ASSOCIATES OF IR rN0 q DRIVE t 'so� 3ts.2e;_-\xe i2o i < DANVERs. Mn. N LOCUSPLAN 3Y - 32 ELEVATION SHOWN ARE REFERENCED TO AN ASSUMED DATUM. PROP. 4'G OFDPE-- f. "' - 6 �'�1 � J'. 3 THIS PLAN IS PREPARED FOR CONSERVATON AND DRAINAGE ALTERAYON PERMITTING ONLY THIS PLAN IS NOT SUITABLE1 SCALE�,,E` ,50 '� `� \10� FOR ANT OTHER PURPOSES. PLANS FOR BUILDING PERMIT AFPLICA70NS ARE REWIRED. a 400MIN. 1%s PE TYP �WTRIFF 4. WERANDS FLAGGED BY WERANpS k LANG MANACEMENi OF OANVERS. MA. ROOF AGER. h }, J,. TP2 c SHED/ �� - / _ \Ofi , 22 TILE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND RUCTION CONTROL OF ALL COMPONENTSL W/625 aSI �4�N1 ,, % 1 2. SAFETY MEASURES. OATONTRDAY CONTROL OF WORK ANO CONSTRUCTQ`I METHODS SHALL BE 1HE SOLE'=25±)' L� $ 1[±�, 1,BI�T ,,/�' � _ tU4 t02- Sy 3. IN CASEStt OF TIE CONTRACTOR. ABsYAG4 25 ""-'G "/ j C' / - �� _98 - Iy� 3. IN CASES WHERE K TO E BOULDERS ARE PRESENT, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ASSURING ArX_ _ THE AMOUNT OF ROCH TO BE ENCOUNTEREDT TOR'T: T�"R 1 RBr>w < SFr y - I'-, I L -TRE ICH W/ � � � -'�96 ry ! I 0. EXCAVAUON WORK TO CONFORM i0 520 CMP 1400: EXCAVATION AND TRENCH SAFETY E%CAVAUNG (1)STORMTECH FAMB CHAMBER {{�� _ R 'f xyb sl J26y"�L=19S2)- / / -�_ i '-yA -� /y �1 y CONTRACTOR TO OBTAIN PERMIT FROM LOCAL MUNICIPALITY q5 REQUIRED. vL47P34 ry uc• ' Il1� q BTM STONE 121.5 1' 'e T� �HGOTi19' // �,L-0'r AREA_/�� -92'// /AI .ti k' LEGEdD 2'x 2"HARDWOOD POST eTM CHAMBER-X122.0 _, FT./ ... �._N£�x/" f/ / _ _�' �� - / EROSION CONTROL FABRIC FINISH GRADE_ 125.02 _ ' R•fi - __ _ i / �.�' 29 8-4f" /� �,�- !/90�� i w :/ Q;'p ----PROPERTY LINE MIN. LENGTH OF 4' (MIRAFI NO. 100 OR EQUAL). �i/ � 6]nC_ `- -o EXIST,FENCE AT 6' MA%. O.L. STAPLE STEP EN1110-:E F - HL 6 /�C(fNEROTPOLS �� _�/ 1\ / ;n e -EXIST. EDGE W PAVEMENT VERTICALLY O POST AT 6 0. MAP 4 PART OF LOT 25 TOP OF WALL 40WTh - pj \\6 _i / 'AGN 15 / _ / N/F TO EXIST GRADE -1\tr / i A/�� i / �� A ❑ IP m E%IST.BIT BERM ''_r i / 20 WALKER ROAD LLC - ---Q -tlxj PRbP yPdF`l 9vnEAO ' i /•- �/ J i AIB +bi 134 -- EXIST.CONTOUR 3 SOPHIA RD. ---- /�I\0 fT END( 900E LCA ^ 43±� ZOVINGSETSECK5 .......... ..... a1O0' - RU}JY _.'/ s EXIST. SEATS CRUSH JSYONE / / / �� AB _ 9 lk �.. I SER 2.5'MIN 104102- / `J �/ 5 ` I -C-EXIST, GAS�_ �/� / s 6 alooecagonELE 2B /P M` Y4 -CHW-E%ISt OVERHEAD "RIS COIF LOG _ Uk 1'3 W -I '( PROP. BUILDING LINE - MIN. 6"DIAMETER �- 1 „94" T � -J / �+ A2 ^ - - - - PROP. EDGE OF PAVEMENT IR FAD PROP. COUNTOUR 6 -R1-PROP. ROOF LEADER -W-PROP. WATER LS Min. EXCAVATE SHALLOW MAP 3 LOT 4T TRENCH BY HAND k N� -5-PROP. SEINGAS BALK FILL AFTER O ERHARD I I -G PROP. GAS INSTALLING FABRIC ZON NC OSTRifi- R1 19 RAVENNA AVE. MAP 4 LOT 23 MAP 4 LOT 24 -ON W-PROP. OVERHEAD'MIRES MINIMUM MO AREA- 100' S.F. O N/T N/F I I 2' MINIMUM FRONTAGE- 100' PURCELL SMI1Ns EROSION CONTRIX. SILT FENCE & COIR LOG NO DefB OBSCtlp00B SETBACKS 21 RAVENNA AVE. ZJ RAVENNA AIT. FRONT- 15' I I Revisions SIDE - 10 EROSION CONTROL PEAR - JO' NOT TO SCALE 4.0 SCH40 PVC PIPE W/ Q/I 4"LOAM k SEED 4'POP-UP DRAINAGE EMITTER BT NOS COMPACTED STRUCTURAL 0 FILL FINIB(p¢gT SH;RADE AS RED 0 140 AN. A✓ "� SOPHIA ROAD ROI 6" IN. -310 I18 ..:.............PRECA5i... .. . .. . ..1 ..... ... ......... ..... ... ........ ... .... CODE COMPLAINT.... ... .... E .... .. ........ CHAMBERCµ/ND CAPSC 1A_PROP. OPEN JOINT COME. STAIRS �� Fl ST'D RAILING RAILING SYSTEM 136 ... a. PAVER WALKWAY.. ..... .. .....6 • EXISTING GRADE TO STREET pT STREET=1335± ¢1 T 02/5T NON-WOVEN dT. ... . .. .. T.O.fa1J50...... .... .... ....... 1,5 ... .. BY ..........., GOTE0UflLAFILTERP ALL 3]4" B 134 ... .. . . . W SONO-LUBE A VE WASNF CRUSHED RUSHE 132 ... ..... ,. .... ... ... . .. ... �`. ... ... EMOING.... . .. ... } W LAYER ... RT ..... ... ... ...... JOINTS(MI I'). / STONE SUPPO N 6 Griffin CONCRETE F REMOVE ALL FILL - F-I/ lneenn -FOUNDATION WALL GRADE %'CRUSHED STONE �. T� 12'NLN. TYP 9 CODE COMPLIANT MATERIAL FROM }4 CiIOU LLC .. . .. .OR PEA STONE.... . ... FENCE ....... ... P. .a -. � er 130 """'--""" ""' """ " "' ---- '9�� T BELOW DECK /GUARD SYSTEM BELOW INRL TRENCH ALL AROUND w FINIS4 ALONG TOP OF WALL k REPLACE W/TRF 1 -""'" As M T S'E=1 J:5 -" "'" "'." - GRAgE=1�8;5,. ...... ........ 5 OF CQ4CRETE SANG 495 CBbOf SERO(1lId FlOOF Li r, 2B ..... . ............. ... .... .......... . .. .. ... .... 12' TOv OF Beverly,MA 01915 < FILTRATIONTBC 978-927-5111 BOTTOM OF TRENCH WALL 1260 STORMTECH IN o STRUCTURAL ^ate\/ Z� ....FOOTING=12633± N.T.S.NT$ FBx'9]8-92]5109 Oi 124 ................. ... . .. ... . ....... . ....... �.... H CANTLEVERED REINFORCED SO1 TEST PIT DATA(6/13/17) LCNC,RETE,RETAINING WALL TEL (EL. 125A±) TOM BERUBE j LLQ!!!® GENERAL NOTES REFERENCES: 74 1. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED STREET ADDRESS: SOPHIA ROAD GRAPHIC SCALE BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF ANY UTILITIES SHOWN OR .. ,. ... ... .. RECORD OWNERS: THOMAS BERUBE & JAY GOLDBERG 20 0 m 20 40 e0 ENCOUNTERED DURING CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER. THE ABSENCE OF UNDERGROUND UTILITIES IS LOCUS DEED: L.C. DOC. #575373 PROP.INFILTRATION .5'Lx CH 2. THERINTENDED CONTRACTOROSHALLLCALL DIG-SAFE 72 HOURS PRIOR TO CONSTRUCTION TO INFORM UTILITY COMPANIES OF ANY LOCUS PLAN: L.C. PLAN #11802-64 INFILTRATION TRENCH W/ EXCAVATION ADJACENT TO EXISTING UTILITIES. ASSESSOR'S INFO: MAP 4 PART OF LOT 25 NEATLY SAW CUT & (2) STORMTECH SC-310 CHAMBER ( IN FEET ) 3. THE CONTRACTOR SHALL NOTIFY THE OWNER, UTILITY COMPANIES, POLICE, FIRE AND DPW PRIOR TO ANY BLASTING. PATCH ROAD PER BTM STONE = 129.0 1 inch = 20 ft. 4. WHENEVER EXISTING STRUCTURES ARE ENCOUNTERED, THE CONTRACTOR SHALL REPAIR ANY DAMAGED STRUCTURES OR CITY OF SALEM DPW BTM CHAMBER = 129.5 REPLACE ANY REMOVED STRUCTURES, AND MAKE ANY IMPROVEMENTS ABOVE OR BELOW GRADE TO A CONDITION BETTER oP�� FINISH GRADE = 132.5± THAN OR EQUAL TO EXISTING CONDITIONS. y�� REQUIREMENTS (TYP) �g• s 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED SITE. BURIAL OF EXISINV- SMH WASTE MATERIAL ON-SITE IS NOT PERMITTED. QQ� OHW OHW OHW _ OHW OHW OHW OHW - OHW--6, PROP. 6"0 SDR35 BENCHMARK RIM=133.91 6. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE CONSTRUCTION ACTIVITIES AND REMOVE ANY e ¢ RIM-13 8.g EXIST. -PVC SEWER SERVICE NAIL IN STREET SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. a GUARDRAIL_ I SLOPE = 27 MIN. EL. 133.95 7. DRAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES WITH N 107 8" MAIN, S=0.008 FT/FT (MIN.) -S 5 S -5 S S - 5 -�- S -S - S OO i PROPER FILTRATION AND EROSION CONTROL MEASURES. DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY SHALL NOT BE PROP. 1"0 TYPE K INV. 128.8±- I ER ALLOWED: SOPHIA ROAD 6V COPPER WATER SERVICE I � �(3 g�FF AFT ' I 8. IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANYWAY, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE -O (40 WIDE WAY) G _( I I A 0� ' : J , 32' �f _ I CONSTRUCTION. v8' MAID W W W-� VY3.3 4x W_) W �1 ISI EDGE� �- _ 9. UNLESS OTHERWISE NOTED, COMPACT ALL LAYERS TO 95 % MODIFIED PROCTOR. x _ _ EXIST BIT. BERM F _ '`�I '� /_/ '12a-126� � �- - - PLAN NOTES: 134- - - - BIT. «� ' - I o 5130 ffQ VJ 1. EXISTING CONDITIONS HEREIN WERE DEVELOPED BY INSTRUMENT FIELD SURVEY BY LEBLANC SURVEY ASSOCIATES OF IR FND DRIVE �'-� �1� r ''- �� 4� - '0 _f-_ ^ DANVERS MA. / 1 4 -- � � ' 15.5' _ 130i_� ��2�� 12 X12 - _ ��u '�I q N LOCUS PLAN / �- ¢ {L; D - I. �MOVC_c-RE9ET- '_A22- PROP. � � �r_-- - _ R°? 2. ELEVATION SHOWN ARE REFERENCED TO AN ASSUMED DATUM. MAP 4 PART OF LOT 25 PROP. 4"0 C ITDFE - - �- L J - - AS, 3. THIS PLAN IS PREPARED FOR CONSERVATION AND DRAINAGE ALTERATION PERMITTING ONLY. THIS PLAN IS NOT SUITABLE SCALE: ROOF/L'EADER. 3 f TP2 �� 128 �0-± 9� GUARDRAIL !11g �11g-� �� 110, _ sp O b FOR ANY OTHER PURPOSES. E PLANS FOR L BUILDING PERMITAPPLICATIONSARE REQUIRED. N/F . . .� -- - 8 . LTHIN.R o W. .y., . - ,�. . �- . . . . . . p 4 WE 1„ = 400' MIN. 1% SLOPE (TYP) - 11h� WETLANDS FLAGGED BY WETLANDS & AND MANAGEMENT OF DANVERS MA 20 WALKER ROAD LLC 7 i - - �(�T MPSI lSTAL'C�JERSE� - -11 i -��- - - - - Q4 F 5` 32� �- 'bEM� SY _ -_' - - 3 SOPHIA RD. PROP. ELME TN AL - /B9RRIERS" I�fiOT� - �8�3- CONSTRUCTION NOTES " ,SHED, ESET "IMME�ATEt� -10a� 1p6- _/ V 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL OF ALL COMPONENTS. BLOCK�WALL W/ .FENCE f - _ -�- , SINGLE-FAMI Y FE 12 /i S ' 2&x24 12r0� / � r � /I I �- _1 - �- I 2. SAFETY MEASURES, DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE SOLE /TW=134..0 (L=25'±) I \. GA AGE FF�13 1 '- �GFII�O 00 1 -�/ " �� _ 10a' _ _ _102- - 1 _ _ - RESPONSIBILITY OF THE CONTRACTOR. HGHT=8' \ �YO.C.3-135.Oi i / (NEER WILL NOT BE RESPONSIBLE FOR ASSURING SLAB=94.25 _BA5J,27-6 �i I P}3DP'CONC-�E- g8 _ I 3. IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER PROS 5'Wx1JJ'L'x2.5'H P1 - THE AMOUNT OF ROCK TO BE ENCOUNTERED. INFILTRATION- DRENCH W/ I - "REYaN �W� FE�LCE �e� AKtA� _ _ _g6- ' o I 4. EXCAVATION WORK TO CONFORM TO 520 CMR 14.00: EXCAVATION AND TRENCH SAFETY. EXCAVATING (1) STORMTECH SGl310 CHAMBER k2��5 e 1 / I ��J�26`'D �L- I05 / 29x178 SFa.2 (�' 12x1-6' f1 /� _ ` -94- - / N W CONTRACTOR TO OBTAIN PERMIT FROM LOCAL MUNICIPALITY AS REQUIRED. BTM STONE = 121.5 2q.=-J � , / �� 0.67 -AC 6EC / HG-HT�14 - '92 2"x 4" BY 14 GUAGE BTM CH-AMBER-=- 122_0 _ _ _ - - 1X0 i 0�0-12 / /A 12 xD / � / RESfiQRE DISTURBED AREAS � � � � / / � � LEGEND FINISH GRADE = 125.0± - - _ /'! - _ - _ - LG - - - - / ALONG ASE OF WALL-WITH-C AM -�� - - EROSION CONTROL FABRIC i -I, / i ig0 � / o PROPERTY LINE _ 0� �/ .-AND EROSION CONTTOL MIX. � / � 00 �' tr WIRE MESH BETWEEN STEP-END-1fl'±�FBRIC & POSTS. k - - , >� R EROSION-- - - COw / 3 `- Q (MIRAFI N0. 100 OR EQUAL). x- / / �- a EXIST. FENCE TOP OF-WALL -DQ - �GHT_" �Cl6NTROLS _- - / A9 / „�I STAPLE TO POST AT 6" O.C. TO EXIST. GRADE - - 116 �_ iq� yG�l5' /- - _ _ / \ / }b) - - - - EXIST. EDGE OF PAVEMENT VERTICALLY. INSTALL VIRGINIA GREE2EB- - �� /112_ � ' ��/ / // // - / �,/ A8 AL � A11 lof00 � ' � EXIST. BIT BERM CLIMBING PLANTS Al-ONG I , :� ' X110' BRbP. J-EV� �READE) // / 43'1 / / // i A10 2"x 2" HARDWOOD POST BASE OF WALL AT ' - - �_'/. . .�1.Qa: AT EN�OF GOOF L7AD��R. / / ZONING / / Z - - -134 - - - EXIST. CONTOUR MIN. LENGTH OF 4' / . . . ./. . . . . . . . . . . . . . . .� . . . . . . / . . . . . . . . . . . . rr ' "� ' J / W EXIST. WATER AT MAX. 4' O.C. MAX. 8' O.C. SPACITTG ��✓�la:"I��A06� �� SF�Or3 1 J � // / � ' A7 �� I I �W i ,GROSHSD i'ONE /� ' jS / A6 AL i� S EXIST. SEWER 28„ oo� -J ��' / i I 2.5' MIN o i G EXIST. GAS _ rr 100- _ _ - / ,� �L� O/ A5 >u1L / - OHW EXIST. OVERHEAD WIRES BIODEGRADABLE _ -= g89�96=== / � A4 �(c` / PROP. BUILDING LINE _III_ COIR LOG DIAMETER �/ I A3 ��p A2 PROP. EDGE OF PAVEMENT _N14'50'00"E IR FND -9' - 261_93`- - - -- -A1 / - - - 134 - - PROP. COUNTOUR I ° - RL PROP. ROOF LEADER *WIRE REINFORCING IS I 6 MAP 3 LOT 47 W PROP. WATER LIMITED ALONG 1.5' Min. EASTERLY BARRIER N/F S PROP. SEWER LINE (ACROSS SLOPE) EXCAVATE SHALLOW SHEPHARD AND RETURNED MIN. ADD WALL PLANT, RESTORATION ZONING DISTRICT - Rl 19 RAVENNA AVE. I I I I G PROP. GAS TRENCH L HAND & 8/10/17 NOTE, & JERSEY BARRIER NOTE MAP 4 LOT 23 MAP 4 LOT 24 10' UP HILL AT MINIMUM LOT AREA - 15,000 S.F. BACK FILL AFTER ADD WIRE TO EROSION BARRIER N/F N/F - OHW PROP. OVERHEAD WIRES CORNERS. MINIMUM FRONTAGE - 100' 2'% INSTALLING FABRIC .,r.. EXTRA MATERIAL OTE. PURCELL I SMITH I I SETBACKS 21 RAVENNA AVE. 23 RAVENNA AVE. X XXEROSION CONTROL MESH BC COIR LOG No V Revisions Description FRONT - 15' - SILT FENCE W WIRE SIDE - 10' REAR - 30' EROSION CONTROL NOT TO SCALE QNOTE: CONTRACTOR TO HAVE AN ADDITIONAL 50' OF EROSION CONTROLS ON SITE AT ALL TIMES. F ROBER SGV 4"0 SCH40 PVC PIPE W/ c H 1 140 4" LOAM & SEED--\ 4' POP-UP DRAINAGE avlL SOPHIA ROAD R.O.W. EMITTER BY NDS 9� #36666 138 . . . . PRECAST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STRUCCOMPACTED L FILL STRUCT R w DE COMPLIANT. . . FINISH GRADE AS REQ D. CO 7 z CONC. LANDING I � RAILING SYSTEM 136 PROP. OPEN JOINT & STAIRS FIRST FLOOR=136.1± 18� rs EXISTING GRADE °ol f�AVEf� WALKWAY � ' ' ' DECK=135:51' ' ' ' ' ' ' � ' ' .MIN. . `, .-. AT STREET=133.51 TO STREET 6" IN. STORMTECH SC-310 134 . . . . �! . . . . . . . . . s . . . ° I. . . . . . . . . . . . T.O.C.=135.0 . . . . . . . . . . . . . . . . . . . . . . . . . . CHAMBER W/ - PT 'DECK POST END CAPS SU SONO-TUBE Griffin 132 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------.-----r„ . . . . . . . SUPPORT . . . . . . . . . . _ ik EXISTING 3" TH. LAYER QF 16 CONCRETE 3/a" CRUSHED STONE o En ineerin FOUNDATION WALLCODE COMPLIANT 7 OZ SY NON-WOVEN ° g C g • OR PEA STONE. , LL � 130 . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . <GRADI . . . . . . . : . . . . . . . . . . . . . . . . . . BELOW DECK FENCE/GUARD SYSTEM G OTEXTILE FILTER � 3/4„ _ 1.5" Group, , LLJ FINISH f ALONG TOP OF WALL FABRIC. OVERLAP ALL _ WASHED CRUSHED LL1 JOINTS (MIN. 1'). 6" Min. STONE 1 128 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BASEMENT SLAB =127:5. . . . . . GRADE. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;....k. 495 Cabot Street 2nd Floor 12' TOP OF REMOVE ALL FILL `'.: Beverly, MA 01915 WALL=126.0 MATERIAL FROM 12 MIN. TYP. 126 34 o . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tel: 978-927-5111 BOTTOM OF STRUCTURAL BELOW INFIL. TRENCH ' ALL AROUND Z o _ FILL & REPLACE W/ TITLE Fax: 978-927-5103 Iii FOOTING=126.33±. . . 3± 5 OF CONCRETE SAND �_ 124 ~ " 122 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . CANTILEVERED REINFORCED . . . . . STORMTECH INFILTRATION TRENCH TOM BERUBE Q a CONCRETE RETAINING WALL, � f(MAX. 15' UNBALANCED) BOTTOM OF SOPHIA ROAD J FOOTING N.T.S. 120 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W EXISTING RESTORE DISTURBED AREAS SOIL TEST PIT DATA (6/13/17) SALEM, MA GRADE ALONG BASE OF WALL WITH LOAM 7P1 (EL. 125.0±) (L. C. LOT 747) 118 • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .AND'EROSION 'CONTROL'MIX.'Q DEPTH RI N TEXTURE COLOR MOTTLES OTHER 0-66 FILL LS/SL 10YF 5/2 MIXED CLEAN FILL 116 . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66-84 B/C SL 10YR; 3/4 WEAK BLOCKY, FRIABLE NO REFUSAL, ROOTS TO 48", NO WATER, POCKETS OF MOTTLES - NOT CONSISTENT EROSION ESHWT EL. <118.0 (>84") 114 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . : . . : . . ,corl. . . . SITE PLAN 7P2 (EL. 132.8±) DEPTH OH RIZON TEXTURE COLOR MOTTLES OTHER 112 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0-66 FILL LS/SL 1OYF 5/2 MIXED JUNK FILL 66-72 A FSL 10YF 3/2 WEAK BLOCKY, FRIABLE 72-84 B SL 10YF 3/4 WEAK BLOCKY, FRIABLE 110 REFUSAL, ROOTS TO 72", NO WATER, IJO MOTTLES $ a e: 1"=20' ESHWT EL. <125.8 (>84") TA Job No. TBD SITE SECTION A- A SOIL PERC TEST PERC. TEST P1 © TP1 I a • p/p/s/be C- PERC. RATES: 30.3 MPI, DEPTH OF PERC = 48" SOIL TEST PERFORMED BY J. BLANCHETTE OF GRIFFIN ENGINEERING GROUP, LLC; D919; 6/29/17 GENERAL NOTES REFERENCES: 1. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED STREET ADDRESS: SOPHIA ROAD �'" ""r~" j , , . GRAPHIC SCALE BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF ANY UTILITIES SHOWN OR RECORD OWNERS: THOMAS BERUBE & JAY GOLDBERG zo o ,o zo 40 eo ENCOUNTERED DURING CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER. THE ABSENCE OF UNDERGROUND UTILITIES IS LOCUS DEED: L.C. DOC. #575373 PROP. 5'Wx17.5'Lx2.5'H NEITHER INTENDED NOR ILL CA. 2. THE CONTRACTOR SHALL CALL DIG-SAFE 72 HOURS PRIOR TO CONSTRUCTION TO INFORM UTILITY COMPANIES OF ANY LOCUS PLAN: L.C. PLAN #11802-64 INFILTRATION TRENCH W/ EXCAVATION ADJACENT TO EXISTING UTILITIES. ASSESSOR'S INFO: MAP 4 'PART OF LOT 25 NEATLY SAW CUT & (2) STORMTECH SC-310 CHAMBER ( IN FEET ) 3. THE CONTRACTOR SHALL NOTIFY THE OWNER, UTILITY COMPANIES, POLICE, FIRE AND DPW PRIOR TO ANY BLASTING. PATCH ROAD PER BTM STONE = 129.0 4. WHENEVER EXISTING STRUCTURES ARE ENCOUNTERED, THE CON_:RACTOR SHALL REPAIR ANY DAMAGED STRUCTURES OR 1 inch = 20 ft. O BTM CHAMBER = 129.5 REPLACE ANY REMOVED STRUCTURES, AND MAKE ANY IMPROVEMENTS ABOVE OR BELOW GRADE TO A CONDITION BETTER oP CITY OF SALEM DPW y'� a s FINISH GRADE = 132.5± THAN OR EQUAL TO EXISTING CONDITIONS. REQUIREMENTS (TYP) _ - - - �0. - - - EXIST. SMH 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED SITE. BURIAL OF Q<, RIM--133.91 6. MATERIAL ON-SITE IS NOT PERMITTED. QQ' � - OHW OHW OHW 011W OHW OHW OHW OHW PROP. 6"� SDR35 BENCHMARK 6. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE CONSTRUCTION ACTIVITIES AND REMOVE ANY -PVC SEWER SERVICE NAIL iN STREET IN EXIST. SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. <= 8"t MAIN S=0.008 FT FT SLOPE = 2% (MIN.) EL. 133.95 r/" GUARDRAIL 7. DRAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES WITH N 107 -S S S -S , S FTI S I S S S S ER © PROPER FILTRATION AND EROSION CONTROL MEASURES. DISCHARGE. ONTO PAVEMENT OR PRIVATE PROPERTY SHALL NOT BE SOPHIA ROAD PROP. 1"0 TYPE K INV. 128.8±�� ALLOWED. r OPH A ROAD ov COPPER WATER SERVICE ( � p 8�. F.� �� 8. IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE -O (40' WIDE WAY) iNA G _� I I A �� GE pF �"% 1321 �_ CONSTRUCTION. f - 9. UNLESS OTHERWISE NOTED, COMPACT ALL LAYERS TO 95 % MODIFIED PROCTOR. Al MANN W .. W W•--•--� I•f�- c; W W ' ' ED j � I _ EXIST BIT. OTE 8 y / - PLANCO DITIONS HEREIN WERE DEVELOPED B UM FIELD SURVEY BY LEBLANC SURVEY ASSOCIATES OF -134- - - - BIT. a 0 3 _ 510�¢TJ �T `��- EXISTING N Y INSTRUMENT / - - IR FN DRIVE J 15.5' __ X1 J 1301 �T�2�� 2=i'124 12d i R\4z' ^ .� DANVERS, MA. N LOCUS PLAN ¢ F �ir' 2 i ^I q 2. ELEVATION SHOWN ARE REFERENCED TO AN ASSUMED DATUM. RL.." EMOGV� �c-RrSE-T -12 y r _r _ __- ?S x 3. THIS PLAN IS PREPARED FOR CONSERVATION AND DRAINAGE ALTERATION PERMITTING ONLY. THIS PLAN IS NOT SUITABLE SCALE: PROP, 4'4 QRDFE- - - �, �( t• L J y �s. ROOF LEADER. `/-3 ; TP2 �� g /50 ��OF;GG6RDRA�L �116�� - 110 �o O FOR ANY OTHER PURPOSES. PLANS FOR BUILDING PERMIT APPLICATIONS ARE REQUIRED. 1 = p y. - Y"" ',T -THtI� .O W:� y _ - 4. WETLANDS FLAGGED BY WETLANDS & LAND MANAGEMENT OF DANVERS, MA. MIN. 1% VPE (TYP) / / ` _- - " 40 ' 3 i -- / / /,�-� ��-� �- " 14� �,112'� �-- � -- '- ROP.fsEGMENTAL - 2� ! . . , DE-M�E S �-= _ CONSTRUCTION NOTES " - y ` X26 x36' / 6. ;�HEB j�" ��-1Da�- �1��- � -� ! U 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTE OL OF ALL COMPONENTS. BLOCK%WALL W/ FENCE - - SINGLE-FAM11 F.E 1 L / r -,�J = i 2. SAFETY MEASURES, DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE SOLE /TW=134..0' L=25 ± 24'x24' FF=136 1 - fits 0 / �0�/ ' �' r10d 1 / . ( /) GA AGE /_ I/ J/ // � i y> X104 -1d2� y _ � _� � �� '�y I RESPONSIBILITY OF THE CONTRACTOR. ' HGHT=8 r -I SLAB��4.25 TBAS j27.� J/ I P1jOP,CO e TE - / �g8 _ �' y/ I 3. IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ASSURING PROIS 5 Wxlpix2.5 H �� THE AMOUNT OF ROCK TO BE ENCOUNTERED. F�EY�Ja�L/ ` F-E E- _ _g6- - ' / r, INFILTRATION-TRENCH W/ I ' / I N W I 4. EXCAVATION WORK TO CONFORM TO 520 CMR 14.00: EXCAVATION AND TRENCH SAFETY. EXCAVATING 2. - . ' f, I jJN=1��,A (J =105'f / �� -� /� / N CONTRACTOR TO OBTAIN PERMIT FROM LOCAL MUNICIPALITY AS REQUIRED. (1) STORMTECH 'SCS 310 CHAMBER , - -_ �.g 12-0 12'X, 1 L� / //�/ �/ _ ,- - `g4 / W BTM STONE = 121.5 - . P1 � �=JEC _ " BTM OItAMBER 122-0 _ _ __ 15' i / �HGHT�14 L-0fi AREA -92�/ / /Al2 LEGEND 12 x0 / o/ g 2b`x / / / '� �� i ` Qy 2"x 2" HARDWOOD POST FINISH GRADE = 125.0± - - / - i ' �� ' �' / �-� / - - EROSION CONTROL FABRIC _ � / i � / � �g0 / '� . / o PROPERTY LINE / / 0.67 AC. r/ / / w �' ` MIN. LENGTH OF 4' (MIRAFI NO. 100 OR EQUAL). STEP ENI; 10'±�OF - -x-' x x- EROSION" / _ _ / / oo / 3I o EXIST. FENCE AT 6' MAX. O.C. � 1 / o STAPLE TO POST AT 6" O.C. MAP 4 PART OF LOT 25 _TOP OF WALL DOWN- 116- /LH�T�6 �C{SNT�LS _ - / / - __ / A9 EXIST. EDGE OF PAVEMENT ] VERTICALLY. / / //� N/F TO EXIST: GRADE- -0 0.4,E 114 y1 / i / i A8 All "� _ _� ,j 112 / / l AL I EXIST. BIT BERM 20 WALKER ROAD LLC - - - o o / / o Q 3 SOPHIA RD: _ ` ol�� :�' � A10 .PRbP. ) EVEL �RE�DE � ' i43'± / �� i� �i A10 - - -134- - - EXIST. CONTOUR - 1.Q$: A/T END'OF 50OF LI'-AD R. �. . . . . . . , . ZONING_SE j y /. . . . .� 3 i' ' . / I W EXIST. WATER SFrOF'' is -L� -/ / i ✓" i � ' A7 ----- -L� 104- �RCJSH ySTONE / A6 plc // S EXIST. SEWER 2.5' MIN _ I G EXIST. GAS 28 102 J �� i r� _ - OHW EXIST. OVERHEAD WIRES �.. / . / / A5 ✓ BIODEGRADABLE 100 . _ ..- - _� i `�-� �. ,/ °j� o,� A4 '�' ,41iL � COIR LOG 1 --C) 98 0� /lam PROP. BUILDING LINE _9A- ", _ _ A23 d'�p A2 r _��_ - _ / - - - PROP. EDGE OF PAVEMENT MIN. 8" DIAMETER III II N 14'50'00"E IR FND - -g - - �j'g3'- - - - - Al / - - - 134 -- PROP. COUNTOUR 6„ ' - O RL PROP. ROOF LEADER MAP 3 LOT 47 W PROP. WATER 1.5' Min. EXCAVATE SHALLOW N/F S PROP. SEWER TRENCH BY HAND & SHEPHARD BACK FILL AFTER ZONING DISTRICT - R1 I 19 RAVENNA AVE. I MAP 4 LOT 23 ' I MAP 4 LOT 24 I I G PROP. GAS INSTALLING FABRIC MINIMUM LOT AREA - 15,000 S.F. N/F N/F - OHW- PROP, OVERHEAD WIRES 2. MINIMUM FRONTAGE - 100' I PURCELL I SMITH I I SETBACKS I 21 RAVENNA FIVE. 23 RAVENIJA AVE. - EROSION CONTROL SILT FENCE "9 COIR I .00 No. Date Description SDE 10' EROSION CONTROL Revisions REAR 30' NOT TO SCALE 4"0 SCH40 PVC PIPE W/ 4" LOAM & SEED- 4 POP-UP DRAINAGE EMITTER BY NDS ,y COMPACTED STRUCTURAL FILL �� ROpERT FINISH GRADE AS REQ'D Fi, / o GRIFFIN ..n, CIVIL y 140 18 ,, O #36 2 SOPHIA ROAD R.O.W. .. MIN. . :.. ,•?.,:,.... ��C►t 6" IN. STORMTECH SC-310 138 . . . . . . : . . . . . . . . : . os� o CHAMBER W/ PRECAST END CAPS z CONC. LANDING CODE COMPLIANT J RAILING SYSTEM o • w Z9 / 7 136 . . . : . . . . . . . . . .. . .PROP. OPEN JOINT . . . & STAIRS: . : . . . FIRST FLOOR=136.1± . : . : ,. . DECK' 135:5± . : : : ®. . . . . . . . . EXISTING GRADE ILI PAVER 'WALKWAY AT STREET=133.5± TO STREET 16 p p o 7 Oz/SY NON-WOVEN 134 . . . . .�. . . . : . . . . . . . . . al. . . . . , T.O.C.=135".0 . , . . . . : . : . : . . . . . . . : . . . . . . . . . : . . . . pT "DECK POST GEOTEXTILE FILTER 3/4" - 1.5" 132 . . . . . . . . . . . . . . . . . . . . . . . . 3o TH. LAYER OF . . . . TUBE. . . . . . . . . . . . . . . . . . F JOINTS IN. )( / c Q STONE CRUSHED ON SONO FABRIC. OVERLAP ALL WASHED SUPPORT (M 1 ) 6" Min. reI 3 , CONCRETE EXISTING ` , FOUNDATION WALL �`i..� GRADE /4' CRUSHED STONE REMOVE ALL FILL `w:^t ' .;.. :`a<: :<':,'_ ': °"' Engineering . . . . . . . . . . . ,OR PEA STONE. . . . . . . . . • CODE COMPLIANT MATERIAL FROM 12" MIN. TYP. Group, LLC I- 130 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . •. LOW W FINISH BELOW DECKALONG/TOP ROF WALL M &EREPLACE LW/ TITLE 34 ALL AROUND p W GRADE=126,5 5 OF CONCRETE SAND 495 Cabot Street, 2nd Floor L>_ 128 . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . BASEMENT SL'A'B' =T27:5. . . . : . , 12' TOP OF Beverly, MA 01915 WnLL=126.0 STORMTECH INFILTRATION TRENCH a 126 . . . . : . . . . . . . . Tek 9 78-92 7 5111 o � BOTTOM OF STRUCTURAL _ z w FOOTING=126.33± FILL • -078-927.-5103 NTS Fax 0 '2 124 . . . , . . a F- v=i CANTILEVERED REINFORCED SOIL TEST PIT DATA (6/13/17) Q a . . . : . . . : . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . . . . CONCRETE RETAINING• WALL. . . . . TP1 (EL. 125.0±) TOM BERUBE > v 122 f(MAX. 1b' UNBALANCED) DEPTH OH RIZON TEXTURE COLOR MOTTLES OTHER . . . . . . . . . . . . . . . BOTTOM OF 0-66 FILL LS/SL 1OYR 5/2 MIXED CLEAN FILL SOPHIA ROAD W 120 FOOTING . . _ . • • • , • - , 66-84 B/C SL 10YR 3/4 WEAK BLOCKY, FRIABLE SALEM MA W NO REFUSAL, ROOTS TO 48", NO WATER, POCKETS OF MOTTLES - NOT CONSISTENT EXISTING ESHWT EL. <118.0 (>84") (L.C. LOT 747) 118 . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE. . . . . . . . . . . . . . . . . TP2 (EL. 132.8±) DEPTH HORIZON TEXTURE C�7R MOTTLES OTHER 116 . . . . . . . . . , . . . . . . . .. . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . 0-66 FILL LS/SL 10YR 5/2 MIXED JUNK FILL EROSION 66-72 A FSL 10YR 3/2 WEAK BLOCKY, FRIABLE : . . . . . . . . . : . . . . . . . . . . . . . . . . . . : . . . . . . . . . CONTROLS . . . 72-84 B SL 10YR 3/4 WEAK BLOCKY; FRIABLE 114 , . . . . . . . REFUSAL, ROOTS TO 72", NO WATER, NO MOTTLES SITE PLAN ESHWT EL. <125.8 (>84") 112 . . : . . . . . . . . . . . . . I . . I . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . : : : : . : : . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . I . . S01 PERC TEST DATA PERC. TEST P1 @ TP1 110 PERC. RATES: 30.3 MPI, DEPTH OF PERC 48" SCa� 1"=20' SOIL TEST PERFORMED BY J. BLANCHETTE OF GRIFFIN ENGINEERING GROUP, LLC; Job No.: Teo SITE SECTION A- A File Name: p/p/s/be �- � Dig; 6/29/17