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64-378 - 289 DERBY STREET - CONSERVATION COMMISSION 044 y =S eP - 1 tib �7 $ �l Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands 4a DEP File Number: WPA Form 5 - Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: SALEM When filling From: 1,Conservation Commission out forms on the computer, 2. This issuance is for(check one): ® Order of Conditions ❑ Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not George Belleau 289 Derby Street Trust C/O Town & Country use the return a.First Name b. Last Name Homes, Inc. of New England key. c.Company VQi�� 532 Lowell Street d.Mailing Address Peabody MA 01960 nvn, e.City/Town - f.State g.Zip Code 4. Property Owner(if different from applicant): a. First Name b.Last Name c.Company d.Mailing Address e.City/Town f.State g.Zip Code 5. Project Location: 289 Derby Street Salem a.Street Address b.City/Town Map 34 Lot 0441 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known (note: 42 31'11" 70 53'30" electronic filers will click for GIS locator): e. Latitude f. Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate(if registered land) 21356 130 c. Book d.Page 9/9/04 10/14/04 10/28/04 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 6. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Propsed Condominium & Retail Development -289 Derby Street Salem MA a. Plan Title Bohler Engineering, P.0 Stephan P. DeCoursey b.Prepared By c.Signed and Stamped by 9/9/04 1" =20' d. Final Revision Date e.Scale f.Additional Plan or Document Title g.Date 9. Total WPA Fee Paid: $525 $250 $275 a.Total Fee Paid b.State Fee Paid c.City/rown Fee Paid wpafor S.doc• rev.10/18104 Page 1 of 9 rl Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. Private Water Supply e. f. ❑ Protection of Wildlife ® pp y ❑ Fisheries Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control z. This Commission hereby finds the project,as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ 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 these interests, 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. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 3. ❑ Bank a.linearfeet b.linearfeet c. linearfeet d.linear feet 4. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 5. ❑ Land Under a.square feet b.square feet c.square feet d.square feet Waterbodies and Waterways e.cu.yd dredged f.cu.yd dredged wpafo.5.doc• rev.10/1 W04 Page 2 of 9 r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 6. [-] Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.orbic feet f.cubic feet g.cubic feet h.cubic feet 7. ❑ 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 6. ❑ Riverfronf area a.total sq.feet b.total sq.feet Sq ft Within 100 ft c.square feet d.square feet Sq ft between 100-200 ft e.square feet f.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) s. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 1o. ❑ Land Under the Ocean a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 11. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 12. ❑ Coastal Beaches a.square feet b.square feet c.rJy nourishmtd.dy nourishmt. 13. ❑ Coastal DUneSa.square feet b.square feet c.Gy nourishmtd.cty nourishmt 14. ❑ Coastal Banks a.linear feet b.linear feet 15. ❑ Rocky Intertidal Shores a.square feet b.square feet 16. ❑ Salt Marshes a.square feet b.square feet c. q q square feet d.square feet 17. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 16. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 19. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged 20. ® Land Subject to 14,200 Coastal Storm Flowage a.square feet b.square feet wpafov 5.dw- rev.10/16/04. Page 3 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any,fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 64-378 " wpeform&dw• rev.10/18/04 Page 4 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-376 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or Flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. Special Conditions: If you need more See attachment to Order of Conditions space for additional conditions, select box to attach a text document vo afoon5.dcc• rev.10/1&04 - Page 5 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance t. Furthermore, the hereby finds (check one that applies): Conservation Commission 2. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a. Municipal Ordinance or Bylaw b.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. 3. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: a.Municipal Ordinance or Bylaw b.Citation 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. If you need more space for c. The special conditions relating to municipal ordinance orb law are as follows: additional conditions, select box to attach a text document ❑ wpaform5.dm- rev.10118104 Page 6 of Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special 10/28/04 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: 4 This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant Signatures: v Notary Acknowledgement Commonwealth of Massachusetts County of 1 S4 dew, �� zoo On this Day Of Month 1Yr Before me, the undersigned Notary Public, L I (P—i" �3 CJ F r- personally appeared Name of Document Signer proved to me through satisfactory evidence of identification,which was/were Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. City/Town As member of p/v1 Conservation Commission ELLENTT' BUTLER Notary Public Ci0R1R10rIwe th of Massachusetts My Commission Expires November 1,2007 Signaturesf�+pptary Public /3 r1ek c'(9,, .. Printed/N�a/�9,�e of No/t/ry Public Place notary seal and/or any stamp above " y. 00 -7 My Commission Expires(Dale) This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail, return receipt requested,on Date Date wPafor 5.doc• rev.10/1 W04 Page 7 of 9 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 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 DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpafo"S.dw• rev.10/18/04 Page 8 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-378 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. SALEM Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ------------------------------------------ -------------------------- ------------------------- To: SALEM Conservation Commission Please be advised that the Order of Conditions for the Project at: 289 Derby Street 64-378 Project Location DEP File Number Has been recorded at the Registry of Deeds of: ESSEX County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Signature of Applicant vvpaform5.dm• rev.10118/04 Page 9 of 9 i _ Attachment to Order of Conditions # 64-378 Page lof 5 SALEM CONSERVATION COMMISSION DEP FILE #64-378 289 Derby Street City of Salem, Massachusetts ADDITIONAL FINDINGS Based on a review by the Natural Heritage&Endangered Species Program(NHESP)of the Massachusetts Division of Fisheries and Wildlife,it has been determined that this project does not include habitat of rare wildlife,nor does it contain certified venial pools, and is therefore in compliance with the rare wildlife species section of the Massachusetts Wetlands Protection Act Regulations(3 10 CMR 10.58(4)(b),& 10.59). This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L.Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13. This Order permits the demolition of an existing service station, removal of underground tanks and gasoline dispenser, construction of a six story mixed-use building with 38 housing units, 2,200 sq ft of ground floor commercial space,construction of surface and subsurface parking,installation of utilities,landscaping,construction of a harborwalk and other public amenities. SPECIAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(all 5 pages) at the Essex 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; and recording information must be submitted to the Salem Conservation Commission in writing,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. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-378, and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. The term"Applicant'as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 7. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: Attachment to Order of Conditions # 64-378 Page 2of 5 (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) The City of Salem Wetlands Protection Ordinance and its Regulations 8. If there are conflicting conditions within this Order, the stricter condition(s) shall rule. 9. 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. 10. The Commission and its Administrator shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 11. The Commission or its Administrator,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. 12. The Commission or its Administrator 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 Proposed Condominium&Retail Development 289 Derby Street Salem MA Title September 9,2004 Dated Stephen P. DeCoursey 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 Attachment to Order of Conditions # 64-378 Page)of 5 buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. Condition Number as indicated shall continue in force beyond the Certificate of Compliance, in perpetuity,and shall be referenced to in all future deeds to this property. PRIOR TO CONSTRUCTION 18. Prior to the commencement of any activity on this site other than activities listed above, there shall be a PRE-CONSTRUCTION MEETING between the project supervisor, the contractor responsible for the work, and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary,during the pre-construction meeting. Please contact the Conservation Commission Agent at(978) 745-9595 ext 311 at least forty-eight(48)hours prior to any activity to arrange for the pre-construction meeting. 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 Administrator 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_hay bales and wooden stakes under cover on the site to be used only for emergency erosion control. 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 the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project;the Commission may require additional measures. 23. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment form 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 hay 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 that two 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, Attachment to Order of Conditions # 64-378 Page 4of 5 exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored, to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 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,haybale 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 21A,section 16. AFPER 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; Attachment to Order of Conditions#64-378 Page Sof 5 (b) Locations and elevations of all stormwater management conveyances, structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to, all buildings, septic system components,wells, utility lines, fences,retaining walls, and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 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 Administrator has authorized their removal. ADDITIONAL CONDITIONS 43. All construction vehicles shall be equipped with emergency spill kits during the duration of the project. 44. Any de-watering done in the underground garage shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 45. A Registered Professional Structural Engineer shall survey the existing seawall before and after construction. The structural engineer shall submit the surveys to the Salem Conservation Commission with a letter certifying that the seawall is structurally sound. 46. Installation of duckbill tide-gates on all outfall pipes into the South River. 1 ! ILK FORT POINT ASSOCIATES , INC . ' 286 Congress Street, 6th floor . Boston, MA 02210 ' 289 Derby Street Salem , Massachusetts ' Notice of Intent September 9, 2004 3 r N > rr i3r Iu blar :i III I sl�flS Eff ix �H1� P s 1 Y L q �� Ij • i I -------------------- r✓ � /meati � PP ! ��j�� 1 y l submitted to: prepared by: ' Salem Conservation Fort Point Associates, Inc. Commission • in association with: submitted by: 289 Derby Street Trust Bohler Engineering,PC. t c/o Town & Country Homes, Inc. Martins Design and Construction of New England Real Estate Development 532 Lowell Street ' Peabody, MA 01960 Tinti,Quinn,Grover& Frey,P.C. Enter your transmittal number W 052456 Transmittal Number Your unique Transmittal Number can be accessed online:http://www.state.ma.us/scripts/dep/trasmfrm.stm or call DEP's InfoLine at 617-338-2255 or 800-462-0444(from 508,781,and 978 area codes). ' Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment i ' 1. Please type or A. Permit Information print.A separate Transmittal Form WPA-03 Wetlands Noitce of Intent must be completed 1.Permit Code:7 or 8 character code from permit instructions 2.Name of Permit Category ' for each permit Site Redevelopment application. 3.Type of Project or Activity, 2. Make your check payable to B. Applicant Information - Firm or Individual ' the Commonwealth pp of Massachusetts 289 Derby Street Trust c/o Town and Country Homes, Inc.of New England and mail It with a 1.Name of Finn-Or,if party needing this approval is an individual enter name below: copy of this form to: Belleau George ' DEP,P.O.Box 4062,Boston,MA 2•Last Name of Individual 3.First Name of Individual 4.MI 02211. 532 Lowell Street 5.Street Address 3. Three copies of Peabody MA 09160 978-535-1724 ' this form will be needed. 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext# Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must ' accompany your permit application. C. Facility, Site or Individual Requiring Approval aocpaycnyour 269 Derby Street fee payment 1.Name of Facility,Site Or Individual Copy 3 should be 289 Derby Street retained for your 2.Street Address records Salem MA 01970 ' 4. Both fee-paying 3.Cityfrown 4.-State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(if Known). 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this ' transmittal form to. D. Application Prepared by (if different from Section B)* DEP Fort Point Associates, Inc. P.O.Box 4062 Boston,MA 1.Name of Finn Or Individual ' 02211 286 Congress Street, 6v' Floor 2.Address Boston MA 02210 617/357-7044 201 For BWSC Permits,' •Note: 3.Cityfrown 4.State 5.Zip Code 6.Telephone# 7.Ext.# enter the LSP. Susan St. Pierre 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ® yes ❑ no If yes,enter the project's EOEA file number-assigned when an ' Environmental Notification Form is submitted to the MEPA unit: 13293 EOFA File Number F. Amount Due ' DEP Use Only Special Provisions: 1. ❑Fee Exempt(city,town or municipal housing authodty)(state agency if fee Is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. ' 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Recd Date: 3. ❑Alterative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer. 5218 $250.00 07/02/04 Check Number Dollar Amount Date tr-fommw-rev. 09/03 Page 1 of 1 FLEET BANK-MASSACHUSETTS 521! BOSTON,MA 02109 5-131110 TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND 532 LOWELL STREET PEABODY,MA 01950 7/2/2004 PAY TO THE ORDER OF r17v nF cAf FM **275.00 - iveand 00/I00srrssrsssmrrrrrsrrrrsssrsrsrssssrssrssrrssasssssesssssrrsrssma•+am++s:seasaa+smsrr++ DOLLAR CITY OF SALEM 40��''iii DERBY f; 110005 219110 1001 &00013810 94L& b1e19 16110 TOWN S COUNTRY HOMES,INC. OF NEW ENGLAND ' CITY OF SALEM 7/2/2004 521' DERBY DEP :75.00 ------------- FLEET BANK-MASSACHUSETTS 5.218 TOWN & COUNTRY HOMES; INC. BOSTON,MA 02109 5.131110 OF NEW ENGLAND ' 532 LOWELL STREET PEABODY,MA 01950 7/2/2004 PAY TO THE ' ORDER OF (.Ammonwealth Of Mass **250.00 Two Hundred Fifty and 00/100sarsssersssseessssserssstrusrsssstssrsrsster+srsasstrssstessssssssrrsssrerssrssasssssrsss DOLLARS tCommonwealth Of Mass DEP P.O.BOX 4062 ' BOSTON,MA 02211 PERMINT APP/DERBY 11200521811' 1•.0 11000 & 3810 9418 lor ' TOWN 8 COUNTRY HOMES,INC. OF NEW ENGLAND Commonwealth Of Mass 7/2/2004 5 218 DERBY ;10.00 Massachusetts Department of Environmental Protection Provided by DEP Bureau of Resource Protection - Wetlands DEP File Number WPA Form 3 - Notice of Intent `ig Document Transaction N,umbe� Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 r�.Roc - -- Salem ' - City/Town A. General Information ' 1. Project Location (Note: electronic filers will click on button for GIS locator): 289 Derby Street Trust Salem 01970 a.Street Address b.City/Town c,Zip Code ' Latitude and Longitude, if Known: 42 31'11" 70 53'30" d.Latitude e. Longitude 34-0441 ' f.Assessors Map/Plat Number g. Parcel/Lot Number Important: When filling out 2. .Applicant: forms on the George Belleau 289 Derby Street Trust c/o Town &Country computer, use a.First Name b. Last Name Homes, Inc. of New England only the tab 532 Lowell Street key to move your cursor- d.Mailing Address ' do not use the Peabody MA 01960 return key. e.Cityrrown f.State g.Zip Code 978-535-1724 978-535-8398 VQ h. Phone Number i.Fax Number j.Email address 3. Property owner(if different from applicant): ❑ Check if more than one owner �p a. First Name - b.Last Name c.Company d.Mailing Address ' Note: Before e.City/Town f.State g.Zip Code completing this form consult In.Phone Number i.Fax Number j.Email address your local Conservation 4. Representative (if any): Commission Fort Point Associates, Inc. ' regarding any a. Firm municipal bylaw Susan St. Pierre or ordinance. b. Contact Person First Name c.Contact Person Last Name ' 286 Congress Street 6'h Floor d.Mailing Address Boston MA 02210 e.City/rown f.State g.Zip Code 617/357-7044 617/357-9135 sst.Pierre@fpa-inc.com - In. Phone Number i.Fax Number j.Email address ❑ Select if 5. Total WPA Fee Paid (from Appendix A, Wetland Fee Transmittal Form): you want to see Wetland Fee $525 $250 $275 Transmittal a.Total Fee Paid b.State Fee Paid c.City/rown Fee Paid Form. ' 6. General Project Description: Demolition of existing service station and construction of a single, six story mixed use building with 38 housing units and ground floor commercial space. wpaform3.doo•ray.06/03 Page i of 8 1 Massachusetts Department of Environmental Protection Provided by DEP: „ p Bureau of Resource Protection -Wetlands f ' DEP Fle Number WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ! ,r Document Transaction Numberi Salem ' Cityrrown A. General Information (continued) ' 7. Project Type Checklist: a. ❑ Single Family Home ' b. ❑ Residential Subdivision ' c. ❑ Limited Project Driveway Crossing d. ❑ Commercial/Industrial ' e. ❑ Dock/Pier f. ❑ Utilities g. ❑ Coastal Engineering Structure h. ❑ Agriculture—cranberries, forestry ' i. ❑ Transportation I. ® -Other 8. Property recorded at the'Registry of Deeds for: Essex a.County 21356 b.Book ' 130 c.Page Number ' d.Certificate#(if registered land) 9. Buffer Zone Only Is the project located only in the Buffer Zone of a bordering vegetated wetland, inland bank, or coastal bank, coastal beach, coastal dune, or salt marsh? a. ❑ Yes If yes, skip to Section C. b. ® No If no, check the resource areas to be affected by this project, directly below. wpaform3.doc•rev.06103 Page 2 of 8 ' Massachusetts Department of Environmental Protection Provided by P:e DE Bureau of Resource Protection -Wetlands DEP File Number, WPA Form 3 - Notice of Intent 9 Document Transaction Number! Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ~— Salem I ' B. Resource Area Effects Citylrown ' 1. Inland 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. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction 'a. F-1 Bank 1.linear feet 2. linear feet _ number b. ❑ Bordering Vegetated ' (provided on Wetland 1.square feet 2.square feet your receipt page)with all c. ❑ Land Under 1.square feet 2.square feet ' supplementary Waterbodies and information you Waterways 3.cubic yards dredged submit to the d. ❑ Bordering Land Department. Subject to Flooding 1.square feet 2.square feet ' 3.cubic feet of flood storage lost 4.cubic feet of flood storage replaced e. ❑ Isolated Land Subject to Flooding t,square feet 2.cubic feet of floodstorage lost - 3.cubic feet of flood storage replaced ' f. ❑ Riverfront area 1. Name of Waterway(if available): ' 2.Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ' ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects ' 3. Total area of Riverfront Area on the site of the proposed project: Square Feet 4. Proposed alteration of the Riverfront Area: ' a.Total Square Feet b.Square Feet within 100 ft. c.Square Feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No ' 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No wpafm ldoc-rev.0&G3 Page 3 of 8 ' Provided by DEP ''5 '�,T "' Massachusetts Department of Environmental Protection tl Bureau of Resource Protection -Wetlands "' � ' DEP File Number WPA Form 3 - Notice of Intent � - t.1 ocument Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 " - --- Salem ' City/rown B. Resource Area Effects (continued) ' 2. Coastal Resource Areas: 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: Resource Area Size of Proposed Alteration Proposed Replacement(if.anv) ' Include your document a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below transaction number (provided on b. ❑ Land Under the Ocean 1,Square feet your receipt page)with all 2.Cubic yards dredged supplementary Indicate size under Coastal Beaches and/or Coastal Dunes information you c. ❑ Barrier Beach below submit to the Department. d. ❑ Coastal Beaches 1,Square feet 2.Cubic yards beach nourishment e. ❑ Coastal Dunes 1.Square feet 2.Cubic yards dune nourishment ' f. ❑ Coastal Banks 1. Linear feet g. ❑ Rocky Intertidal Shores 1.Square feet h.❑ Salt Marshes 1.Square feet 2.Sq ft restoration,rehab.,or creation i. ❑ Land Under Salt Ponds 1. Square feet 2.Cubic yards dredged j. ❑ Land Containing Shellfish 1.Square feet 2.Square feet restoration,rehab. 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 14, 200 Storm Flowage 1.Square feet 3. Limited Project: ' Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 or 310 CMR 10.53? a. ❑ Yes ® No If yes, describe which limited project applies to this project: b. Limited Project wpafom3.doc•rev.06103 Page 4 d 8 ' paProvided by DEP Massachusetts Department of Environmental Protection 8 \ Bureau of Resource Protection - Wetlands ' DEP File Number-`tv , ` WPA Form 3 - Notice of Intent Document Transaction Namberj Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ' Cityrrown C. Bordering Vegetated Wetland Delineation Methodology ' Check all methods used to delineate the Bordering Vegetated Wetland (BVW) boundary: Online Users: i. ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP Include your (attached) ' document transaction 2. ❑ DEP BVW Field Data Form(attached) number (provided on 3. ❑ Final Determination of Applicability issued by Conservation Commission or DEP (attached) your receipt page)with all 4. ❑ Other Methods for Determining the BVW Boundary (attach documentation): supplementary ' information you a. ❑ 50%or more wetland indicator plants submit to the Department. b. ❑ Saturated/inundated conditions exist c. ❑ Groundwater indicators d. ❑ Direct observation ' For all projects affecting other e. ❑ Hydric soil indicators Resource ' Areas, please f. ❑ Credible evidence of conditions prior to disturbance attach a narrative explaining how the resource area was delineated. D. Other Applicable licable Standards and Requirements 1. Is any portion of the proposed project located in estimated habitat as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and ' Endangered Species Program? a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NO[ to: Natural Heritage and Endangered Species Program ' Division of Fisheries and Wildlife Route 135, North Drive Westborough, MA 01581 ' July 2003 b.Date of Map 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? ❑ Yes® No If yes, include proof of mailing or hand delivery of NOI to: Massachusetts Division of Marine Fisheries 251 Causeway Street, Suite 400 Boston, MA 02114 ' ❑ Not applicable—project is in inland resource area only vvpaform3.doc•rev.M03 Page 5 of 8 Massachusetts Department of Environmental Protection Pr 'ded by DEP: s Bureau of Resource Protection -Wetlands '77 °' .r r -Pr,PEP Ftle Number WPA Form 3 - Notice of Intent �y�,l)ocumen[Tch ransaon Numb_e_r Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ' City/Town D. Other Applicable Standards and Requirements (continued) 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b.ACEC 1 Online Users: 4. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Include your Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act(M.G.L.,c. 130, § 105)? ' document transaction a. ❑ Yes ® No number (provided on your receipt 5. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the page)with all wetlands regulations, 310 CMR 10.00. supplementary information you a. ❑ Yes ® No If yes, describe which exemption applies to this project: submit to the Department. b.Exemption 6. Is this project subject to the DEP Stormwater Policy? a. ® Yes ❑ No I ' b. If yes, stormwater management measures are required. Applicants should complete Appendix B: Stormwater Management Form and submit it with this form. c. If no, explain why the project is exempt: ' E. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. ' Online Users: Attach the document transaction number(provided on your receipt page) for any of the following information you submit to the Department. 1. ❑ USGS or other map of the area (along with a narrative description, if necessary)containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) ' 2. ❑ Plans identifying the location of proposed activities(including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaformld=•rev.06/03 Page 6 of 8 Massachusetts Department of Environmental Protection providedby DEP'. Bureau of Resource Protection - Wetlands ' ,DEP File NumbertS ,zr= ' WPA Form 3 - Notice of Intent Document Tr_ansachomNumber Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 `Salem City/Town E. Additional Information (continued) 3. ❑ Other material identifying and explaining the determination of resource area boundaries shown on plans (e.g., a DEP BVW Field Data Form). Online Users: Include your 4. ❑ List the titles and dates for all plans and other materials submitted with this NOL document 5. ❑ If there is more than one property owner, please attach a list of these property owners not transaction listed on this form. number (provided on s.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. your receipt page)with all 7 ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. supplementary information you a. ❑ Attach Appendix A, see next page. submit to the Department. 9. ❑ Attach Appendix B, if needed. F. Fees The fees for work proposed under each Notice of Intent must be calculated and submitted to the Conservation Commission and the Department(see Instructions and Appendix B. Wetland Fee Transmittal Form). No fee shall be assesseq_for projects of the federal government, the Department, or cities and towns of the Commonwealth.- Applicants ommonwealth.Applicants must submit the following information (in addition to pages 1 and 2 of Appendix B)to confirm fee payment: 5219 7/2/2004 1.Municipal Check Number 2.Check date 5218 7/2/2004 3.State Check Number 4.Check date Town &Country Homes, Inc. of New England Town & Country Homes Inc.of New England 5.Payor name on check:First Name 6.Payor name on check: Last Name 1 i 1 wpaform3.Coc•rev.06/03 Page 7 of 8 Massachusetts Department of Environmental Protection Provided by DEP: Bureau of Resource Protection -Wetlands DEP File Member WPA Form 3 - Notice of intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem 4tTranaadtldnNumber Salem ' I Cky/Town G. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of .G.L. c. 131, §40. Notice must be made in writing by hand delivery or certified mail (return rec ' quested)to all abu %&=1 feet of th2j)wperty I' a of the project location. As- ' ature of Appli , IF Date Signatu of Prope Owner(if differe ) Date 7� Sign lure of Representative(if any) Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents; two copies of pages 1 and 2 of Appendix B; and the city/town fee payment must be sent to the Conservation Commission by certified mail or hand delivery. ' For DEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents; one copy of pages 1 and 2 of Appendix B; and a copy of the state fee payment must be sent to the DEP Regional Office (see Instructions) by certified mail or hand delivery. (E-filers may submit these electronically. Other: i , If the applicant has checked the"yes" box in any part of Section D, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. ' wpdf ldw•rev.COW Page 8 of ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix A — Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: A. Applicant Information When filling out forms on the 1. Applicant: computer, use George Belleau 289 Derby Street Trust Go only the tab key to move a. First Name - b.Last Name Town & Country Homes, Inc. your cursor- do not use the 532 Lowell Street return etkey. Peabody MA 01960 ICI e.City/town f.State g.Zip Code " 978-535-1724 h. Phone Number 2. Property Owner(if different): ' a.First Name b. Last Name c.Company d.Mailing Address e.City/rown f.State g.Zip Code h. Phone Number 3. Project Location: 289 Derby Street Salem a.Street Address b.Cityrrown To calculate B. Fees filing fees, refer to the category Notice of Intent(Form 3)or Abbreviated Notice of Intent(Form 4): fee list and examples in The fee should be calculated using the following six-step process and worksheet. Please see Section' . of this form. Instructions before filling out worksheet. Step I/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. ' 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 6/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. Wpaform3Aoc•Appendix B•rev.9191N Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix A — 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 ' Category 3 Building &site dev. 1 $525 $525 Step 5/Total Project Fee: $525.00 ' Step 6/Fee Payments: Total Project Fee: $525.00 a.Total fee from Step 5 State share of filing fee: $250.00 b. 1/2 total fee less$12.50 City/Town share of filling fee: $275.00 c. 1/2 total fee plus$12.50 Abbreviated Notice of Resource Area Delineation (Form 4A): The fee is calculated as follows (check applicable project type): 1. ❑ single family house project a.feet of BVW x$1.00= b.Total fee not to exceed$100 2. ❑ all other projects a.feet of BVWx$1.00= b.Total fee not to exceed$1,000 State Share of filing fee: 3. 112 of total fee less$12.50 City/Town share of filing fee: 4. 1/2 of total fee plus$12.50 Wpafor nMac•Appendix B•rev.M104 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix A — Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 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, Abbreviated Notice of Intent, or Abbreviated Notice of Resource Area Delineation; a copy of pages 1 and 2 of this form; and the city/town fee payment. ' c.) To DEP Regional Office(see Instructions): Send the Notice of Intent, Abbreviated Notice of Intent, or Abbreviated Notice of Resource Area Delineation; a copy of pages 1 and 2 of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) i i 1 i Wpaform3Aoc•Appenft B•rev.919/04 Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix B - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �. A. Property Information Important: When filling out 1. The proposed project is: forms on the computer, use a. New development ® Yes ❑ No only the tab key to move b. Redevelopment ❑ Yes ® No While the project proposes to redevelop an existing your cursor- developed site,the amount of impervious area will be greater post construction. do not use the c. Combination El Yes ❑ No (If yes, distinguish redevelopment components from return key. new development components on plans). 2. Stormwater runoff to be treated for water quality is based on the following calculations: ' a. ❑ 1 inch of runoff x total impervious area of post-development site for discharge to critical areas (Outstanding Resource Waters, recharge areas of public water supplies, shellfish growing areas, swimming beaches, cold water fisheries). Note: b. ® 0.5 inches of runoff x total impervious area of post-development site for other resource areas. This November 2000 version of ' the Stormwater Management B. Stormwater Management Standards Form supersedes earlier versions DEP's Stormwater Management Policy (March 1997) includes nine standards that are listed on the including those following pages. Check theappropriate boxes for each standard and provide documentation and contained in 9 P 9 DEP's additional information woen applicable. Stormwater Handbooks. Standard #1: Untreated stormwater a. ® The project is designed so that new stormwater point discharges do not discharge untreated stormwater into, or cause erosion to, wetlands and waters. I , Standard#2: Post-development peak discharges rates a. ® Not applicable—project site contains waters subject to tidal action. Post-development peak discharge does not exceed pre-development rates on the site at the point of discharge or downgradient property boundary for the 2-yr, 10-yr, and 100-yr, 24-hr storm. b. ❑ Without stormwater controls t c. ❑ With stormwater controls designed for the 2-yr, and 10-yr storm, 24-hr storm. d. ❑ The project as designed will not increase off-site flooding impacts from the 100-yr, 24-hr storm. Wpafonn3.doc•Appendix D•rev.9/9/04 Page 1 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands tWPA Appendix B - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard#3: Recharge to groundwater Amount of impervious area (sq. ft.)to be infiltrated: None a.square feet Volume to be recharged is based on: b. ❑ The following Natural Resources Conservation Service hydrologic soils groups (e.g. A, B, C, D, or UA) or any combination of groups: _ 1.%of impervious area 2.Hydrologic soil group 3.%of impervious area 4.Hydrologic soil group 'I 5.%of impervious area 6.Hydrologic soil group 7.%of impervious area 8.Hydrologic soil group ' c. ❑ Site specific pre-development conditions: 1.Recharge rate z.volume d. Describe how the calculations were determined: N/A e. List each BMP or nonstructural measure used to meet Standard#3(e.g. dry well, infiltration trench). N/A Does the annual groundwater recharge for the post-development site approximate the annual recharge from existing site conditions? ' f. ❑ Yes ❑ No Standard #4: 80%TSS Removal a. ® The proposed Stormwater management system will remove 80%of the post-development site's average annual Total Suspended Solids (TSS) load. b. Identify the BMP's proposed for the project and describe how the 80%TSS removal will be achieved. Stormwater Quality Unit(Vortech's Unit) Catch basins with hoods. Wpafonnisdoe•Appendix D•rev.MIN Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands t; WPA Appendix B - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) c. If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80% removal cannot be achieved. 80% TSS removal is met. See Standard#4 above. Standard #5: Higher potential pollutant loads See Stormwater Policy Handbook Does the project site contain land uses with higher potential pollutant loads ` Vol. I, page I-23, for land uses of a. ❑ Yes ® No b. If yes, describe land uses: high pollutant loading (see Instructions). c. Identify the BMPs selected to treat stormwater runoff. If infiltration measures are proposed, describe the pretreatment. (Note: If the area of higher potential pollutant loading is upgradient of a critical area, infiltration is not allowed.) L ' N/A Standard #6: Protection of critical areas See Stormwater Will the project discharge to or affect a critical area? Policy Handbook Vol. I, page 1-25, a. ❑ Yes for critical areas ® No b. If yes, describe areas: ' (see 1 Instructions). c. Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet restrictions listed on pages 1-27 and 1-28 of the Stormwater Policy Handbook—Vol. I: ' N/A i Wpafarnnldoc•Appendix D•rev.MIN Page 3 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix B - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Note: components of Standard #7: Redevelopment projects redevelopment projects which Is the proposed activity a redevelopment project? plan to develop previously a. ® Yes ❑ No b. If yes, the following stormwater management standards have been met: undeveloped areas do not fall All applicable standards have been met. under the scope of Standard 7. ' c.The following stormwater standards have not been met for the following reasons: N/A d. ❑ The proposed project will reduce the annual pollutant load on the site with new or improved ' stormwater control. Standard #8: Erosion/sediment control a. ® Erosion and sediment controls are incorporated into the project design to prevent erosion, control sediments, and stabilize exposed soils during construction or land disturbance. Standard#9: Operation/maintenance plan An operation and maintenance plan for the post-development stormwater controls have been developed. The plan includes ownership of the stormwater BMPs, parties responsible for operation and maintenance, schedule for inspection and maintenance, routine and long-term maintenance responsibilities, and provision for appropriate access and maintenance easements extending from a public right-of-way to the stormwater controls. ' Site Plan documents(Sheets 3 and 4 and 6—11 prepared by Bohler Engineering 9/09/04 and Attachment 2, Stormwater Operations & Maintenance Plan c.Date 9/09/04 d.Plan/Title e.Date Wpafoanldw•Appendix D•rev.95/04 Page 4 of 5 09/09/2004 11:29 FAX 5084809080 BOHLER ENG. 19002/002 I ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Appendix B - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Submittal Requirements Online Users: DEP recommends that applicants submit this form, as well as, supporting documentation and plans, Include your with the Notice of Intent to provide stormwater management information for Commission review document consistent with the wetland regulations(310 CMR 10.05(6)(b))and DEP's Stormwater Management transaction Policy(March 1997). If a particular stormwater management standard cannot be met, information ' number should be provided to demonstrate how equivalent water quality and water quantity protection will be (provided on provided. DEP encourages engineers to use this form to certify that the project meets the stormwater your receipt management standards as well as acceptable engineering standards. For more information, consult page)with all the Stormwater Management Policy. supplementary information you submit to the _ Department. D. Signatures 289 Derby Street Trust Go Town 8 Country Homes Applicant Name Date 532 Lowell Street, Peabody, MA 09160 SI9nat e�d� �i BOW Engineering, P.C. c/o Lucien M. DiStefano q q Representative(If an Date umpike Road, Southborough, MA 01772 Signature - t t VV .a •Aaaonm.D•x.9004 veea 5 a 5 1 ATTACHMENT 1 NOTICE OF INTENT ' 289 DERBY STREET Project Site t 289 Derby Street Realty Trust ("the proponent") is proposing to redevelop the 0.57 acre Coastal Oil site located along the South River in Salem Inner Harbor. The site is bounded by Derby Street to the north, a commercial building to the east, the South River to the south and Hess Oil to the west. See Figure 1, Locus Map. The site has historically been used for industrial purposes and today houses the Coastal Oil service station which includes a 2,000 square foot (sf) single story masonry service building, a small 200 sf shed building, two gasoline pumps and a taxi cab service and automobile/truck storage areas in the rear of the property. See existing conditions shown Sheet 1 of 1, Boundary and Topographic Survey. Project Summary The proposed 289 Derby Street project (hereinafter referred to as "the project") involves the demolition of the existing Coastal Oil service station and construction of a single, six story mixed use building with 38 housing units, 2,200 square feet (sf) of ground floor commercial space fronting ' on Derby Street and an additional 2,660 sf of un-programmed ground floor facilities of public accommodation facingthe South River. Parking for 57 cars is provided through a combination of a below ground parking level, ground floor parking and exterior surface parking. A Harborwalk is proposed along the South River which will connect to Derby Street along the west side of the site via a 5-foot wide pedestrian path; 'See Sheet 2 of 11, Site Plan. ' Activities Within State Wetland Resource Areas The only resource area on the project site is Land Subject to Coastal Storm Flowage (LSCSF) which occupies about 50% of the site and extends up to elevation 10. The South River, which is adjacent to the site, contains Land Under Ocean (LUO). See Sheet 3 of 11, Wetland Resource Areas Plan. ' Activities proposed within LSCSF and the 100-foot Buffer Zone to the South River LUO Resource Area include: • demolition of the existing Coastal Oil Building and removal of underground tanks and gasoline dispenser (see Sheet 4 of 11, Demolition & Erosion Control Plan); installation of foundation and construction of subsurface parking structure (see Sheet 5 of 11 Underground Parking Plan); building construction and installation of utilities (see Sheet 6 of 11 Drainage & Utility Plan); and site grading and landscaping (see Sheet 7 of 11 Grading Plan and Sheet 8 of 11 Landscaping Plan). NOI 289 Derby Street Page 2 i ' Demolition Activities The existing Coastal Oil service building will be demolished and the materials removed to a licensed landfill in accordance with state regulations (see Sheet 4 of 11, Demolition & Erosion ' Control Plan). The existing fuel dispensing and storage facilities will be decommissioned and closure documentation provided in accordance with the state Department of Environmental Protection (DEP) underground storage tank closure assessment manual dated April 9, 1996 (DEP ' Policy WSC-402-96). All fluids and sludges will be removed from the tanks and dispensing facilities and the tanks wiped clean by hand with a cloth prior to removal. Fuel will be recycled off ' site. The tanks will then be iced down with dry ice prior to removal and transport to the Turner Salvage facility in Lynn, MA. As required by state regulation, a Licensed Site Professional (LSP), who will examine the soil and ground water for presence of any contamination, will be present at the site during the entire decommissioning process. If contamination is found to be present to the extent that would require reporting to the DEP, investigations and clean up response actions would then follow. Prior to demolishing the building, lead paint and asbestos assessment surveys witl tie"*ndertaken to determine the proper management of building demolition materials. If such substances are found, tthey will be abated in accordance with the State Department of Public Health regulations and disposed of in a lined landfill licensed by DEP. Foundation and Parking Structure While the structural analysis for-the building foundation has not been completed, it is anticipated ' that a series of piles will be driven to refusal and once the pile driving is complete, a slurry wall would be installed to form the floor and walls of the below grade parking structure. Concrete would then be placed to create the parking deck, walls and ramps (see Sheet 5 of 11 Underground Parking Plan). ' Utility Installation While the parking structure is being constructed, water, sewer, electrical and telecommunication utilities will be extended from Derby Street into the site. ' All of the site stormwater will be directed to the South River which will reduce the stormwater burden on the existing City system in Derby Street. Prior to discharge, the stormwater will be directed through a vortechnic stormwater quality treatment unit. (See Sheet 6 of 11 Drainage & Utility Plan and Sheets 9 through 11 of 11, Construction Details. Building Construction, Final Grading and Landscaping Building construction will begin once the garage is completed. Once the building is constructed ' and utilities are installed, final site grading and landscaping including the construction of the Harborwalk and pedestrian walkways will occur. Sheet 7 of 11, Grading Plan and Sheet 8 of 11, 1 NOI 289 Derby Street ' Page 3 ' Landscaping Plan. Construction is expected to commence in the Spring of 2005 and be completed in the fall of 2006. ' Best Management Practices Hay bales will be installed along the South River to prevent silt and debris from entering the South River. Hay bales will also be installed along the remaining site perimeter to contain debris. If ' required during construction, dewatering liquid will be treated prior to discharge to the storm water system. 1 1 ' NOI 289 Derby Street t Page 4 ATTACHMENT 2 ' STORMWATER OPERATIONS AND MAINTENANCE PLAN SITE: 289 Derby Street Salem, MA ' OWNER: 289 Derby Street Trust c/o Town and Country Homes Inc. of New England ' 585 Lowell Street Peabody, MA 01960 ' RESPONSIBLE PARTY: 289 Derby Street Trust ' GO Town and Country Homes 585 Lowell Street Peabody, MA 01960 ' SCHEDULE: ' Initial Year- For the first year after completion of the proposed improvements and stabilization of disturbed areas the infiltration swale and site improvements shall be inspected and maintenance tasks shall be performed twice per year. Subsequent Years - After the first year the stormwater maintenance system shall be inspected and maintenance tasks shall be performed during the months of April and November. TASKS: Parking Area - Sweep accumulated debris and sediments from paved areas. Typically, parking ' lot sweeping activities will begin around April 1. However, sweeping will be done in cases of winter thaw and the onset of early spring. It is critical to remove the accumulated sediment ' from the winter months as soon as possible before heavy and frequent spring precipitation. Landscape Areas - Check for diseased or dead trees, shrubs, ground cover and grass. Replace ' as required. Inspect mulch beds and supplement as required to maintain minimum depth (loose measure). Snow Management- Snow will be removed from the site. 1 1 NOI 289 Derby Street I ' Page 5 ' Catch Basins - Inspect all catch basins twice per year. Check for settling around inlet frame and damage to grate, repair as required. Remove any debris from inlet grate. Check level of sand/silt in sump, if sand/silt is within one foot of outlet pipe, clean sump. Verify that oil trap ' over outlet pipe is securely in place, repair as required Stormwater Quality Unit — To be maintained and inspected per the manufacturers ' requirements. At a minimum, unit will be inspected twice per year. Check for signs of pavement settlement around chamber, if observed verify that structure is level and determine ' cause of settlement. Check for settlement at manhole frames and damage to covers, repair as required. Inspect inlet and outlet pipes for blockage and clean as required. Determine depth of accumulated sediments, if greater than 18 inches, remove. Check thickness of accumulated ' oil/greases, if greater than 1"clean out chamber. 1 I ' 1 NO] 289 Derby Street Page 6 ' ATTACHMENT 3 ABUTTER NOTIFICATION INFORMATION ' NOI 289 Derby Street Page 7 ' AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act I, Susan St. Pierre, hereby certify under the pains and penalties of perjury that on September 9,2004 1 gave notification to abutters in compliance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter ' Notification dated April 8, 1994, in connection with the following matter: The applicant has filed a Notice of Intent in order to re-develop the 289 Derby Street in _ ' Salem, MA. The form of the notification, and a list of the abutters to whom it was given and their ' addresses are attached to the Affidavit of Service. /r Name Date ' COMMONWEALTH OF MASSACHUSETTS NO[ 289 Derby Street ' Page 8 ' Notification to Abutters Under the Massachusetts Wetlands Protection Act In accordance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, you are ' hereby notified of the following. A. The name of the applicant is 289 Derby Street Trust The applicant has filed a Notice of Intent with the Conservation Commission for the municipality of ' Salem seeking permission to remove, till, dredge or alter an Area Subject to Protection Under the Wetlands Protection Act (General Laws Chapter 131, section 40). C. The address of the lot where the activity is proposed is 289 Derby Street D. Copies of the notice of Intent may be examined at Salem City Hall, 120 Washington Street between the hours of and on the following days of the weeks ' Monday through Wednesday 8:00 am to 4:00 pm and Friday 8:00 am to 12:00 pm and Thursday 8:00 am to 7:00 pm For more information, call: (978) 745-9595 ext. 311 ' Check One: This is the applicant representative.or other X� (specify): Salem City Hall E. Copies of the Notice of Intent may be obtained from either (check one) the_ applicant, or the applicant's representative X by calling this telephone number'(617) 357-7044 between the ' hours of 9:00 a.m. and 5:00 p.m. on the following days of the week: Monday through Friday F. Information regarding the date, time, and place of the public hearing may be obtained from Salem Conservation Commission by calling this telephone number (978) 745-9595 ext. 311 - between the hours of and on the following days of the week: ' Monday through Wednesday and Friday 8:00 a.m. to 4:00 p.m. : Thursday 8:00 a.m. --7:00 p.m. ' Check One: This is the applicant representative.or other X�(specify): Salem City Hall NOTE: Notice of the public hearing, including its date, time, and place, will be published at least five (5) ' days in advance in the Salem Evening News Name of newspaper NOTE: Notice of the public hearing, including its date, tine, and place, will be posted in the City or Town ' Hall not less than forty-eight (48) hours in advance. NOTE: You also may contact your local Conservation Commission or the nearest Department of Environmental ' Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP, call: Northeast Region: (617) 654-6601 ' NO] 289 Derby Street ' Page 9 ' Abutters List ' Location : 295 Derby Street Map & Parcel: 34-0442-0 ' Owner: Amerada Hess Address: c/o Fac. Business TR/Tax Dept. 21334 One Hess Plaza Woodbridge, NJ 07095 ' Location : 300 Derby Street Map & Parcel: 35-0259-0 Owner: CLCV Realty TR/Marotta Kim Marie TR ' Address: PO Box 257 Medford, MA 02155 ' Location : 288 Derby Street Map & Parcel: 35-0260-0 ' Owner: _Duke, Michael A Address: 100 Bartlett Ave. Arlington, MA 02174 I ' Location : 25 Peabody Street Map & Parcel: 34-0436-0 ' Owner: Massachusetts Electric Company Address: c/o Property Tax Dept. 25 Research Drive ' Westborough, MA 01582 Location : 278-282 Derby Street Map & Parcel: 35-0267-0 Owner: Osgood George K/Osgood Marie Walsh ' Address: 89-100 Naugus Ave Marblehead, MA 01945 Location : 51 Charter Street Map & Parcel: 35-0264-0 ' Owner: Salem, City of/Charter Street Cemetery Address: City Hall Salem, MA 01970 NOI 289 Derby Street ' Page 10 Location : 311 Derby Street Map & Parcel: 35-0443-0 Owner: Sousa Jerome R. Jr. ' Address: PO Box 224 North Hampton NH 03862-0224 Salem, MA 01970 ' Location : 285 Derby Street Map & Parcel: 34-0443-0 Owner: South Harbor Holdings LLC Address: P.O. Box 677 ' Salem, MA 01970 Location : 283 Derby Street t Map & Parcel: 34-0439-0 Owner: South Harbor Holdings LLC Address: P.O. Box 677 ' Salem, MA 01970 ' NOI 289 Derby Street ' Page 11 ' ATTACHMENT 4 LIST OF PLANS ' Sheet 1 of 1 Boundary and Topographic Survey, prepared by Town and Country Homes, Inc of New England dated 5/18/04 ' Sheet 2 of 11 Site Plan, prepared prepared by Bohler Engineering, P.C. dated 9/9/04 ' Sheet 3 of 11 Wetland Resource Areas Plan, prepared by Bohler Engineering, P.C. dated 9/9/04 ' Sheet 4 of 11 Demolition/Erosion and Sediment Control Plan, prepared by Bohler Engineering, P.C. dated 9/9/04 ' Sheet 5 of 11 Underground Parking Plan, prepared by Bohler Engineering, P.C. dated 9/9/04 Sheet 6 of 11 Drainage and Utility Plan, prepared by Bohler Engineering, P.C. dated 9/9/04 ' Sheet 7 of 11 Grading Plan, prepared by Bohler Engineering, P.C. dated 9/9/04 ' Sheet 8 of 11 Landscaping Plan, prepared by Martins Companies dated 9/9/04 Sheet 9 of 11 Construction Details Sheet prepared by Bohler Engineering, P.C. dated ' 9/9/04 Sheet 10 of 11 Construction Details Sheet prepared by Bohler Engineering, P.C. dated ' 9/9/04 ' Sheet 11 of 11 Construction Details Sheet prepared by Bohler Engineering, P.C. dated 9/9/04 1 289 Derby Street 1 1 ♦ [ .••r �JA J'-"'� A � ftV ra � �•4\.A 4-�,{. f � t rt StJ- '' u �' Y i• ct •i l,.1-i - •y' � ♦� • /.1•'t M.�••'Js�it Js,.•'f.�lyCA �r J� t vitt "vl�y,••l'L� il J JM }S is `C�Ct to t� i 1fjrJ"- !� it • ♦K ♦•A ♦ ••rii� ( A jA 45. s GTi i i J �,:P.•ir•. 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N^f".�rt` i' .! i'(�41 • •• ♦: .(�.,�t�{/� g� '1 t j'A`� 5- i.J n � F• t y' ��.sMyy�jj��• 5!k•.♦ f��t 5 i ... .�s3,` ,T 7+ A�Y �� :. . .. _.n.:.. t's.�4Tll'�. •.L ._ ..,. _ .. .. .. ..a. .. .. . 5.5 J.. .. 1 Figure 1 LOCUS MAP source:MassGis 1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 - Or MITT ROMNEY Governor STEPHEN R.PRITCI-LARD - Secretary KERRY t Governor Lieutenant GROBERT W. GOLLEDGE,Jr. Commissioner February 26, 2006 George Belleau Town and Country Homes 532 Lowell Street Peabody, MA 01960 Re: Clarification to License #11312 Pursuant to 310 CMR 9.24(7), 289 Derby Street, Filled Tidelands of the South River, Salem, Essex County. Dear Mr. Belleau: This letter serves to clarify and resolve certain minor inconsistencies between the current project proposal and the text of the above referenced License. The License text is hereby changed as follows: (1) The approved parking layout on the site as described on the first page of the License shall be forty-nine (49) below-grade spaces and eight (8) surface spaces, in accordance with the mylar plans; (2) In Special Condition #1(c), the walkway described therein was mislabeled as the "easterly" walkway. Said walkway should have been identified instead as the "westerly" walkway. Correspondingly, the walkway referred to as the "westerly" walkway in Special Condition #1(d) is hereby changed to be known henceforth as the "easterly" walkway; (3) In Special Condition #2, the reference to "Sheet #8" should be changed to "Sheet #2." This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the Word Wide Web: http://w .mass.gov/dep Z�J Printed on Recycled Paper -2- This letter will be placed in the License correspondence file and the limited changes noted herein shall supersede the language of the License where applicable. All other conditions in the 9 February, 2006 authorization shall remain in full force and effect. Yours truly, Ben Lynch Program Chief Waterways Regulation Program cc: Jamie Fay, Fort Point Associates Susan St. Pierre, Vine Associates WRP License correspondence file FORT POINT ASSOCIATES, INC. I AW Congress ress Street rt g ¢:` 6th Floor Boston, Massachusetts 02210 617/357-7044 FAX 617/357-9135 February 14, 2006 Mr. George Belleau Town and Country Homes 532 Lowell Street Peabody, MA 01960 Re: Ch. 91 Waterways License No. 11312 289 Derby Street, Salem, MA Dear Mr. Belleau: I am pleased to deliver the Waterways License No. 11312, to develop the property at 289 Derby Street as approved by the Department of Environmental Protection. Please note that the license must be recorded at the Registry of Deeds in Essex County on or before April 9t', 2006. Then the recording date and the book and page numbers must be entered on the third page of the enclosed letter and returned to Mr. Ben Lynch as addressed. Please make sure to keep a copy for your records and please send.us a copy for our records and notification that the recording has been completed. If you have any questions or concerns, please do not hesitate to call me at 617-357-7044 x203. Respectfully yours, John D. Stitzer Jr. Fort Point Associates Enclosures Cc: Susan St. Pierre Vine Associates Steve DeCoursey, Bohler Engineering Jamie Fay, Fort Point Associates ViZO.".y COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W. GOLLEDGE,Jr. Lieutenant Governor - Commissioner February 9, 2006 289 Derby Street Trust C/o Jamie Fay Fort Point Associates 286 Congress Street, 6th floor Boston, MA 02210 RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE No. 11312 Waterways License Application No. W04-1159-N 289 Derby Street Filled tidelands of the South River, Salem, Essex County Dear Mr. Fay: The Department of Environmental Protection hereby issues the above-referenced Waterways license, enclosed, authorizing the Licensee to perform certain activities pursuant to M.G.L. c. 91, the Public Waterfront Act and its regulations 310 CMR 9.00. Any change in use or alteration of any structure or fill not authorized by this license shall render this license void. RECORDING OF THE LICENSE This License must be recorded at your County Registry of Deeds or, if registered land, with the Land Registration Office within sixty (60) days from the date of license issuance. Failure to record this license within sixty (60) days of the date of issuance will render this license void pursuant to 310 CMR 9.18. A Waterways License Recordation Notice Form has been enclosed for your use in notifying the Department of the recording information for this License. Failure to notify the Department of the recording of this license is a violation of 310 CMR 9.00 and is subject to enforcement action by the Department. This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1657.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://w .mass.govidep ZJ Printed on Recycled Paper REQUEST CERTIFICATE OF COMPLIANCE Pursuant to 310 CMR 9.19, once the proposed project is completed you must file a Request for a Certificate of Compliance form, BRP WW05, within sixty (60) days of completion but in no event later than five (5) years from the License's issuance date. The license for any project for which such a request is not filed and certificate issued may be revoked pursuant to 310 CMR 9.26. Please feel free to contact me at the Waterways Regulation Program, (617) 292-5615, if you have any questions pertaining to the recording of your Waterways license or Certificate of Compliance. SincereI , Ben Lynch Program Chief Waterways Regulation Program Enclosure(s) Waterways License # 11312 Notification of Waterways License Recordation form Ben Lynch, Program Chief Waterways Regulation Program Department of Environmental Protection 1 Winter Street, 6th Floor Boston, Massachusetts 02108 RE: NOTIFICATION OF WATERWAYS LICENSE RECORDATION Waterways License No. 11312 South River, Salem, Essex County Dear Mr. Lynch: " This is to notify you that the above referenced Waterways license was recorded with the appropriate Registry of Deeds/ Land Court for this project location and to provide your office with the following recordation information. Date of Recordation: County Registry of Deeds/ Land Court: Book number and page number(s) We will apply for a Certificate of Compliance with your office when the authorized work or change in use is completed. Sincerely, Chapter 91 Waterways Licensee License is void if not recorded within sixty (60) days of issuance. Xbt (10nmunwpttlth of Massarltusats No. 11312 �l�eretts, ,r 289 Derby Street Trust N baa "' of— Salem - has applied to the Department of Environmental Protechi n to------- construct and maintain a six-story building�for ixed uses, with the upper floors devoted to residential use and the ground floor devoted predominantly to commercial uses including Facilities pf�Public Accommodation located in all areas within 100' of the project shoreline (Mean High Water Mark); parking and interior drives for approximately45rvehicles in a below-grade structure and a soy ,y surface parking area for approximately 12 vehicles; approximately 9500`square feet of publicly accessible pedestrian open space, including approximately_1 36 linear feet of public walkway along the waterfront with two connecting public walkways to Derby,Street; ---------------------------------------------------------------------- and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as required by law, to the — Mayor and City Council-- of the - City -- of Salem. ------------------------------------------------------------------------------------------------- NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application, hereby authorizes and licenses the said ---------- 289 Derby Street Trust--, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to --construct and maintain a=six-storybuilding containing mixed uses, with the upper floors devoted to residential use and the ground floor devoted predominantly to commercial uses including Facilities of Public Accommodation located in all areas within 100' of the project shoreline (Mean High Water Mark); underground parking for approximately 4"5~vehicles in a below grade structure, surface parking for approximately1=2 vehicles;approximately 9 500-square feet of / publicly accessible open space, interior drives, and approximately-1301i near feet of public waterfront walkways with associated connecting public pathways to DerbyStreet; --------------------------------------------------------------------------------------- PRINTED ON RECYCLED PAPER on filled tidelands of—South River-- in the — City -- of— Salem -- and in accordance with the locations shown and details indicated on the accompanying DEP License Plans (5 sheets). The fill and structures authorized hereby shall be limited to the following uses: upper floor residential uses with ground floor lobby area associated therewith, ground floor commercial uses including Facilities of Public Accommodation with public restrooms, vehicular parking and internal circulation, waterfront public open space and public access thereto; The license to be issued pursuant hereto will remain valid for a term of 50 (fifty) years from the date of issuance of the first license. By written request of the Licensee for an amendment, the Department may grant a renewal for the term of years not to exceed that authorized in the licenses to be issued pursuant hereto. This License is subject to the following Special and Standard Conditions: r Special Condition #1: The Licensee shall construct and maintain in good repair an exterior open space network for public pedestrian use and enjoyment. As shown on Sheets # 2 3 4 & 5 of the License Plansi sa d access network shall consist of the following components: a) a paved Riverwalk having a clear width of not less than ten (10) feet and running along the entire South River frontage of the site for a distance of approximately 130 linear feet; the Riverwalk shall be kept clear of any V permanent or fixed objects, and shall include standard pedestrian amenities including integrated seat walls, lighting, signage and trash receptacles for public use; b) a paved and landscaped Public Plaza measuring approximatelyt6 800- ✓ square feet on the seaward side of the new building, including an open terrace, integrated seating walls, raised planter areas, transitioning stairways between the Public Plaza and the Riverwalk, and landscaped areas located around the building; WPs�0' 1 c) a paved walkway along the easte-rr"y edge of the project site connecting Derby Street to the Riverwalk and adjoining Public Plaza; said walkway shall be no less than five (5) feet wide, except where existing appurtenances from the abutting building on the adjacent property may project onto the Licensee's property; no structural element of the new building authorized by this License may be located closer than 5' to the property line, and the walkway shall be kept clear of any temporary �es�� obstructions along its entire length; until such time as the adjacent parcel is redeveloped, the Licensee may restrict the hours of public access on this walkway from dawn until dusk (i.e. one half hour before sunrise to one half hour after sunset) seven days per week. In the event of redevelopment of the adjacent easterly parcel, which may include a concomitant widening of the walkway on that parcel, the Licensee shall remove the metal gates from/Ueadtgeohof e walkway and subsequently allow public pedestrian use t ) hours per day, seven (7) days per week, upon issuance of f Occupancy for any such redevelopment project on the ; d) a paved walkway along the f the project site connecting Derby Street to the Riverwalk and adjoining the Public Plaza; said walkway shall be no less than ten (10) feet wide, and shall replace in part tip the existing walkway located on the adjacent property at or near its easterly property line. Said walkway shall be located in accordance with �e� any subsequent modification approved by the Department authorizing the jS .�u1 realignment of the public access walkway required by Waterways License gdb!' c�y1 #9727. All components of the public access network described above shall be completed and open to public use no later than the issuance of the first Certificate of Occupancy (CO) for the building, except for landscaping of public open spaces that may be subject to seasonal opportunity, provided however that any such landscaping shall be completed within six months after the issuance of such Certificate of Occupancy. Special Condition #2: Except as provided in Special Condition No. afr`"` walkways and other exterior public open spaces shall bepen for safe pedestrian .passage seven (7) days a week, twent r (24) hours a day, and no gates or other barriers (whether fixed or to ac shall be installed that would impede pedestrian circulation therein; such areas shall be available to the public free of chargXall propriately illuminated at night and kept sufficiently free of sfe pedestrian passage and use during the winter season; provthis condition shall not be construed to prohibit seasonal oithin the limited portion of the Public Plaza delineated on Shee Plans, but only in the event the adjacent interior space is occupied by a restaurant in fulfillment of Special Condition #3, below. Such outdoor dining area may be reserved for restaurant patrons and may be temporarily cordoned off during the period of seasonal operation with the minimum enclosure necessary to comply with the requirements of any license issued under Chapter 138 for the service of alcoholic beverages in such outdoor areas. Special Condition #3: The Licensee shall devote at least 2,660 square feet (s.f.) of ground floor interior space to Facilities of Public Accommodation (FPAs), including but not limited to all such spaces located within 100' of the project shoreline. The Licensee shall further provide publicly accessible restroom_s � during the normal operating hours of said FPA'-g',-and use of u`ch—res_ootroom sh_ all not be contingent on the purchase of goods or services. Any use specifically listed in the Facility of Public Accommodation (FPA) definition at 310 CMR 9.02 shall be presumed to meet the above requirements for such facilities, whereas any use not so listed shall require prior review and approval by the Department. e; Special Condition #4: The Licensee shall make a monetary contribution of $10,000.000 (Ten Thousand Dollars) to an account established by the City of Salem for the purpose of planning, programming, designing, constructing, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipal Harbor Plan as approved by the Secretary of Environmental Affairs on November 9, 2000. The payment shall be made to the City prior to the issuance of the Certificate of Occupancy for the structure authorized herein. The Licensee shall provide proof of such payment to the Department within 10 days of said payment having been made. Special Condition #5: Upon completion of all work authorized by the License, the Licensee shall install and maintain in good repair appropriate signage of an adequate size to be clearly visible to pedestrians. Signage shall be posted at both entryways to the site on the Derby Street sidewalk, and in at least one area along thelIi7e'rwalk. Said signage shall be consistent with the City of Salem Planning Board's design guidelines and any other pertinent local laws and regulations, and any design guidelines that shall be specified by the Department or its designee. At least one sign shall be placed in a prominent location stating the Waterways License number of the project and a location on the site where a copy of the License may be inspected by the public. Signage shall identify the interior and exterior areas open to public use, state the respective hours of operation, and any describe any rules governing public access as may be established in accordance with Special Condition #6 below. Special Condition #6: The Licensee may adopt reasonable rules governing public access on the project site, subject to prior review and written approval by the Department, in order to protect public health and safety and private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. No amendment to said rules shall be made without prior written approval by the Department. The use by the public of the free open space facilities in accordance with this License shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. Special ondition #7: All wofr*l authorized in the License shall be completed wit in five (5) years—of t date of license issuance. Such construction period X ay be extended the Department for one or more one year periods without provided that the Applicant submits to the Department no later than thirty (30) days prior to the expiration of said construction period a written request to extend the period and provides an adequate justification for said extension. Special Condition #8: Within sixty (60) days of completion of the licensed project, the Licensee shall request in writing that the Department issue a Certificate of Compliance in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a registered professional engineer licensed in the Commonwealth that the project was completed in accordance with plans, specifications, and conditions of the License to be issued pursuant hereto. Special Condition #9: The Licensee shall allow agents of the Department to enter the project site to verify compliance with the License prior to the completion of the project and subsequent to the completion of the project after issuance of the Certificate of Occupancy by the Salem Building Department. Special Condition #10: The Licensee shall be subject to an annual compliance fee for nonwater-dependent uses pursuant to 310 CMR 4.00. Please see the following page for the Standard Waterways License Conditions. - Duplicate of said plan, License number 11312 is on file in the office of said Department, and original of said plan accompanies this License to be issued pursuant hereto, and is to be referred to as a part hereof. STANDARD WATERWAYS LICENSE CONDITIONS 1.Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all terms and conditions stated herein. 2.This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3.Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4.This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This License may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such : notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee, its successors and assigns as an unauthorized and unlawful structure and/or fill. 5.The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6. Nothing in this Waterways License shall be construed as authorizing encroachment in, on or over property not owned or controlled by the Licensee,except with the written consent of the owner or owners thereof. 7.This Waterways License is granted subject to all applicable Federal, State, County,and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act, G.L. Chapter 131, s.40. 8.This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DER This License authorizes structure(s)and/or fill on: X Private Tidelands. In accordance with the public easement that exists by law on private tidelands,the - Licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks,for the purposes of fishing,fowling, navigation, and the natural derivatives thereof. _Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely,for any lawful purpose, upon lands lying seaward of the low water mark. Said lands are held intrust by the Commonwealth for the benefit of the public. _a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this License. Unless otherwise expressly provided by this License,the Licensee shall not limit the hours of availability of any areas of the subject property designated for public passage, nor place any gates,fences,or other structures on such areas in a manner that would impede or discourage the free flow of pedestrian movement thereon. P The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said —289 Derby Street Trust-- by paying into the treasury of the Commonwealth -- ten dollars and zero cents ($10.00) -- for each cubic yard so displaced, being the amount hereby assessed by said Department. (0.0 cu.yds. _ $0.00) Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within sixty (60) days from the date hereof, in the Essex County Registry of Deeds. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this NtµTlt day of F>:> *in the year two thousand six. Program Chief Department of Environmental Protection THE COMMONWEALTH OF MASSACHUSETTS Commonwealth by the said 289 Derby Street---------------------------------------- ----- of the further sum of— $0.00 ---------------------------------------- --------------------------- the amount determined by the Governor as a ju nd equitable charge for rights and privileges hereby granted in the land e Commonwealth. BOSTON Approved by the Go nor. .. 6 l -\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner February 9, 2006 289 Derby Street Trust C/o Jamie Fay Fort Point Associates 286 Congress Street, 6th floor Boston, MA 02210 RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE No. 11312 Waterways License Application No. W04-1159-N 289 Derby Street Filled tidelands of the South River, Salem, Essex County Dear Mr. Fay: The Department of Environmental Protection hereby issues the above-referenced Waterways license, enclosed, authorizing the Licensee to perform certain activities pursuant to M.G.L. c. 91, the Public Waterfront Act and its regulations 310 CMR 9.00. Any change in use or alteration of any structure or fill not authorized by this license shall render this license void. RECORDING OF THE LICENSE This License must be recorded at your County Registry of Deeds or, if registered land, with the Land Registration Office within sixty (60) days from the date of license issuance. Failure to record this license within sixty (60) days of the date of issuance will render this license void pursuant to 310 CMR 9.18. A Waterways License Recordation Notice Form has been enclosed for your use in notifying the Department of the recording information for this License. Failure to notify the Department of the recording of this license is a violation of 310 CMR 9.00 and is subject to enforcement action by the Department. This information is available in alternate format.Cali Donald M.Comes,ADA Coordinator at 617-556-1057.TDD Service-1-600-298-2207. DEP on the Word Wide Web: http://w .mass.gov/dep Printed on Recycled Paper REQUEST CERTIFICATE OF COMPLIANCE Pursuant to 310 CMR 9.19, once the proposed project is completed you must file a Request for a Certificate of Compliance form, BRP WW05, within sixty (60) days of completion but in no event later than five (5) years from the License's issuance date. The license for any project for which such a request is not filed and certificate issued may be revoked pursuant to 310 CMR 9.26. Please feel free to contact me at the Waterways Regulation Program, (617) 292-5615, if you have any questions pertaining to the recording of your Waterways license or Certificate of Compliance. SincereI , Ben Lynch Program Chief Waterways Regulation Program Enclosure(s) Waterways License # 11312 Notification of Waterways License Recordation form Ben Lynch, Program Chief Waterways Regulation Program Department of Environmental Protection 1 Winter Street, 6th Floor Boston, Massachusetts 02108 RE: NOTIFICATION OF WATERWAYS LICENSE RECORDATION Waterways License No. 11312 South River, Salem, Essex County Dear Mr. Lynch: This is to notify you that the above referenced Waterways license was recorded with the appropriate Registry of Deeds/ Land Court for this project location and to provide your office with the following recordation information. Date of Recordation: County Registry of Deeds/ Land Court: Book number , and page number(s) We will apply for a Certificate of Compliance with your office when the authorized work or change in use is completed. Sincerely, Chapter 91 Waterways Licensee License is void if not recorded within sixty (60) days of issuance. flit Tmumnnwa th of Aniisnrivatto No. 11312 289 Derby Street Trust of— Salem - has applied to the Department of frvironmentalP ction to- ---- construct and maintain a six-story building�ft r mixed uses, with the upper floors devoted to residential use and the grow floor devo5aofredominantiy to commercial uses including Facilities Public Ac modation located in all areas within 100' of the project shq line (Me igh Water Mark); parking and interior drives for approximately 4'5-vehicl in a below-grade structure and a surface parking area for approximately : .:vehicles; approximately'S500 square feet of publicly accessible pedestrian open space, including approximately 130 linear feet of public walkway along the waterfront with two connecting public walkways to Derby Street; --------------------------------------------------------------------- and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as required by law, to the— Mayor and City Council-- of the— City -- of - Salem. ----------------------------------------------------------------------------------------------- NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application, hereby authorizes and licenses the said ---------- 289 Derby Street Trust--, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to --construct and maintain a six-story,building containing mixed uses, with the upper floors devoted to residential use and the ground floor devoted predominantly to commercial uses including Facilities of Public Accommodation located in all areas within 100' of the project shoreline (Mean High Water Mark); underground parking for approximately--46-vehicles in a below-grade structure, / surface parking for approximately.17uehicles; approximately 9;500 square feet of ✓ publicly accessible open space, interior drives, and approximately 13a linear feet of public waterfront walkways with associated connecting public pathways to DerbyStreet; --------------------------------------------------------------------------------------- i PRINTED ON RECYCLED PAPER C - on filled tidelands of—South River-- in the— City-- of— Salem -- and in accordance with the locations shown and details indicated on the accompanying DEP License Plans (5 sheets). The fill and structures authorized hereby shall be limited to the following uses: upper floor residential uses with ground floor lobby area associated therewith, ground floor commercial uses including Facilities of Public Accommodation with public restrooms, vehicular parking and internal circulation, waterfront public open space and public access thereto; The license to be issued pursuant hereto will remain valid for a term of 50 (fifty) years from the date of issuance of the first license. By written request of the Licensee for an amendment, the Department may grant a renewal for the term of years not to exceed that authorized in the licenses to be issued pursuant hereto. This License is subject to.the following Special and Standard Conditions: `Special Condition #1: The Licensee shall construct and maintain in good repair an exterior open space network for public pedestrian use and enjoyment. As shown on Sheets # 2, 3, 4, & 5 of the License Plans, said access network shall i consist of the following components: a) a paved Riverwalk having a clear width of not less than ten (10) feet and running along the entire South River frontage of the site for a distance of / approximately 130 linear feet; the Riverwalk shall be kept clear of any V permanent or fixed objects, and shall include standard pedestrian amenities including integrated seat walls, lighting, signage and trash receptacles for public use; b) a paved and landscaped Public Plaza measuring approximately 6,600 ✓ square feet on the seaward side of the new building, including an open terrace, integrated seating walls, raised planter areas, transitioning stairways between the Public Plaza and the Riverwalk, and landscaped areas located around the building; Wp5jorl`, c) a paved walkway along the easterly edge of the project site connecting Derby Street to the Riverwalk and adjoining Public Plaza; said walkway shall be no less than five (5) feet wide, except where existing appurtenances from the abutting building on the adjacent property may project onto the Licensee's property; no structural element of the new building authorized by this License may be located closer than 5' to the property line, and the walkway shall be kept clear of any temporary l obstructions along its entire length; until such time as the adjacent easterly l11Jisf"//� parcel is redeveloped, the Licensee may restrict the hours of public access on this walkway from dawn until dusk (i.e. one half hour before sunrise to one half hour after sunset) seven days per week. In the event of redevelopment of the adjacent easterly parcel, which may include a concomitant widening of the walkway on that parcel, the Licensee shall Pla.:!?'l1' remove the metal gates from each end the walkway and subsequently allow public pedestrian use twenty-fo r (24) hours per day, seven (7) days per week, upon issuance of a Ce ' icate of Occupancy for any such redevelopment project on the a ' cent site; d) a paved walkway along the wv�edge of the project site connecting Derby Street to the Riverwalk and adjoining the Public Plaza; said walkway shall be no less than ten (10)feet wide, and shall replace in part the existing walkway located on the adjacent property at or near its /�P�� r� easterly property line. Said walkway shall be located in accordance with W any subsequent modification approved by the Department authorizing the realignment of the public access walkway required by Waterways License 5ab�1r�s� #9727. {PPi(r All components of the public access network described above shall be completed and open to public use no later than the issuance of the first Certificate of Occupancy (CO) for the building, except for landscaping of public open spaces that may be subject to seasonal opportunity, provided however that any such landscaping shall be completed within six months after the issuance of such Certificate of Occupancy. Special Condition #2: Except as provided in Special Condition No. atl' walkways and other exterior public open spaces shall be pen for safe pedestrian passage seven (7) days a we�twent (24) hours a day, and no gates or other barriers (whether fixed or tll be installed that would impede pedestrian circulation therein; such areas shall be available to the public free of charge and shall be propriately illuminated at night and kept sufficiently free of snow to all safe pedestrian passage and use during the winter season; provided, ever, this condition shall not be construed to prohibit seasonal outd r dining within the limited portion of the Public Plaza delineated on Shee the License Plans, but only in the event the adjacent interior space is occupied by a restaurant in fulfillment of Special Condition #3, below. Such outdoor dining area may be reserved for restaurant patrons and may be temporarily cordoned off during the period of seasonal operation with the minimum enclosure necessary to comply with the requirements of any license issued under Chapter 138 for the service of alcoholic beverages in such outdoor areas. Special Condition #3: The Licensee shall devote at least 2,660 square feet (s.f.) of ground floor interior space to Facilities of Public Accommodation (FPAs), including but not limited to all such spaces located within 100' of the project shoreline. The Licensee shall further provide publicly accessible restrooms during the normal operating hours of said FPA�s! and use of suc restroom shall not be contingent on the purchase of goods or services. Any use specifically listed in the Facility of Public Accommodation (FPA) definition at 310 CMR 9.02 shall be presumed to meet the above requirements for such facilities, whereas any use not so listed shall require prior review and approval by the Department. Special Condition #4: The Licensee shall make a monetary contribution of $10,000.000 (Ten Thousand Dollars) to an account established by the City of Salem for the purpose of planning, programming, designing, constructing, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipal Harbor Plan as approved by the Secretary of Environmental Affairs on November 9, 2000. The payment shall be made to the City prior to the issuance of the Certificate of Occupancy for the structure authorized herein. The Licensee shall provide proof of such payment to the Department within 10 days of said payment having been made. Special Condition #5: Upon completion of all work authorized by the License, the Licensee shall install and maintain in good repair appropriate signage of an adequate size to be clearly visible to pedestrians. Signage shall be posted at both entryways site on the Derby Street sidewalk, and in at least one area along the i rwa . Said signage shall be consistent with the City of Salem Planning Board's design guidelines and any other pertinent local laws and regulations, and any design guidelines that shall be specified by the Department or its designee. At least one sign shall be placed in a prominent location stating the Waterways License number of the project and a location on the site where a copy of the License may be inspected by the public. Signage shall identify the interior and exterior areas open to public use, state the respective hours of operation, and any describe any rules governing public access as may be established in accordance with Special Condition #6 below. Special Condition #6: The Licensee may adopt reasonable rules governing public access on the project site, subject to prior review and written approval by the Department, in order to protect public health and safety and private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. No amendment to said rules shall be made without prior written approval by the Department. The use by the public of the free open space facilities in accordance with this License shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. S oeci ondition #7: All work authorized in the License shall be completed wiP6 five (5) years oft ate of license issuance. Such construction period K ay be extended a Department for one or more one year periods without provided that the Applicant submits to the Department no later than thirty (30) days prior to the expiration of said construction period a written request to extend the period and provides an adequate justification for said extension. Special Condition #8: Within sixty (60) days of completion of the licensed project, the Licensee shall request in writing that the Department issue a Certificate of Compliance in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a registered professional engineer licensed in m the Commonwealth that the project was completed in accordance with plans, specifications, and conditions of the License to be issued pursuant hereto. Special Condition #9: The Licensee shall allow agents of the Department to enter the project site to verify compliance with the License prior to the completion of the project and subsequent to the completion of the project after issuance of the Certificate of Occupancy by the Salem Building Department. Special Condition #10: The Licensee shall be subject to an annual compliance fee for nonwater-dependent uses pursuant to 310 CMR 4.00. Please see the following page for the Standard Waterways License Conditions. - b Duplicate of said plan, License number 11312 is on file in the office of said Department, and original of said plan accompanies this License to be issued pursuant hereto, and is to be referred to as a part hereof. STANDARD WATERWAYS LICENSE CONDITIONS 1.Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all terms and conditions stated herein. 2.This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3.Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4.This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This License may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee,its successors and assigns as an unauthorized and unlawful structure and/or fill. 5.The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6. Nothing in this Waterways License shall be construed as authorizing encroachment in,on or over property not owned or controlled by the Licensee,except with the written consent of the owner or owners thereof. 7.This Waterways License is granted subject to all applicable Federal,State,County,and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act,G.L.Chapter 131,s.40. 8.This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP. This License authorizes structure(s)and/or fill on: X Private Tidelands. In accordance with the public easement that exists by law on private tidelands,the Licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks,for the purposes of fishing,fowling,navigation,and the natural derivatives thereof. Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely,for any lawful purpose, upon lands lying seaward of the low water mark. Said lands are held in trust by the Commonwealth for the benefit of the public. _a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this License. Unless otherwise expressly provided by this License,the Licensee shall not limit the hours of availability of any areas of the subject property designated for public passage, nor place any gates,fences,or other structures on such areas in a manner that would impede or discourage the free flow of pedestrian movement thereon. The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said —289 Derby Street Trust-- by paying into the treasury of the Commonwealth --ten dollars and zero cents ($10.00) --for each cubic yard so displaced, being the amount hereby assessed by said Department. (0.0 cu.yds. _ $0.00) Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within sixty (60) days from the date hereof, in the Essex County Registry of Deeds. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this mij4m day of F> y in the year two thousand six. Program Chief Department of Environmental Protection THE COMMONWEALTH OF MASSACHUSETTS Commonwealth by the said 289 Derby Street--------------------------------------- ----- of the further sum of— $0.00 ---------------------------------------- --------------------------- the amount determined by the Governor as a j nd equitable charge for rights and privileges hereby granted in the land a Commonwealth. BOSTON Approved by the Go nor. r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 - N11 —#6q-378 Governor STEPHEN R.PRITCHARD Secretary KERRY HEALEY - ROBERT W. GOLLEDGE,Jr. Lieutenant Governor Commissioner ^L November 10, 2005 289 Derby Street Trust C/o Jamie Fay Fort Point Associates 286 Congress Street, 6t" floor Boston, MA 02210 r f RE: Written Determination pursuant to M.G.L. c.91 Waterways License Application #W04-1159 N 289 Derby Street Filled Private Tidelands of the South River, Salem,Essex County Dear Sirs, The Department hereby issues this Written Determination as notice of its intent to approve the referenced license application subject to the attached draft conditions, pursuant to the Public Waterfront Act, MGL Chapter 91, and the Waterways Regulations, 310 CMR 9.00. The proposed project will transform .57 acres of under-utilized filled private tidelands into a modern mixed-use development that will provide meaningful public use and enjoyment of the South River waterfront. The Applicant is proposing to demolish all existing structures, previously occupied by a retail gasoline station, and to construct the following: ➢ A six-story building containing approximately 38 new housing units on the upper floors and commercial uses on the ground floor, consisting of approximately 2,200 s.f. of commercial office space and 2,660 s.f. of Facilities of Public Accommodation; ➢ Parking and interior access drives for approximately 57 vehicles, including a 45 space below-grade parking garage and ground level exterior surface parking for 12 vehicles; ➢ Approximately 9,500 square feet (s.f.) of publicly accessible open space on the seaward side of the proposed structure; This information is available in alternate format.Call Donald M.Gomer,ADA Coordinator of 617-556-1057.TDD _ Service-7-800.298 2207. DEP on the Word Wide Web: http://w .mass.gov/dep £'� Printed on Recycled Paper Written Determination ' 289 Derby Street, Salem Page 2 of 12 Waterways Application W04-1159N ➢ A 10' wide public walkway ("Riverwalk") of approximately 130 feet in length along the southerly(waterfront) side of the project site, linked to Derby Street by two public walkways (one each along the easterly and westerly sides of the project site); . ➢ A $10,000 contribution to the City of Salem's Watersheet Activation Fund. Through the provision of well-integrated interior and exterior Facilities of Public Accommodation at the ground level,the proposed development will provide a year-round public destination along the historically underused waterfront of the South River. FINDINGS: 1) The Department determines that the use of authorized filled private tidelands for residential and commercial uses and associated vehicular parking and access drives are nonwater-dependent uses pursuant to 310 CMR 9.12(2)(e)(8). Since the project includes a mix of water-dependent(publicly accessible open space) and nonwater-dependent uses, the Department has processed the application as a nonwater-dependent use project in accordance with 310 CMR 9.12(1). 2) The Department determines that the entire .57-acre project site is located on previously authorized filled private tidelands. t 3) The Applicant published the required public notice on December 2, 2004 in the Salem News and the associated public hearing was held on December 9, 2004 in Room 313, on the Third Floor of the Salem City Hall Annex on December 9 atl 1:00 a.m. One individual and a state agency, Coastal Zone Management(CZM), submitted written comments during the public comment period. All of the public comments were reviewed, responded to by the Applicant either directly or through project refinements, and were addressed in the findings or special conditions of this determination. 4) The Applicant has submitted relevant documentation regarding compliance with other regulatory requirements including the Massachusetts Environmental Policy Act (Secretary's Certificate on the Final EIR was issued on July 9, 2004 for EOEA#13293), the Wetlands Protection Act,Planning Board Notification and local Zoning Certification. Pursuant to MGL Chapter 30 section 61, the Department determines that the proposed project as conditioned will incorporate the appropriate feasible measures to avoid or minimize potential environmental impacts that may result from construction and operation of the project. 5) The Department determines that the proposed project, as conditioned, complies with all applicable standards of the Waterways Regulations at 310 CMR 9.00, including but not limited to the requirement of conformance with the City of Salem Municipal Harbor Plan as approved by the Secretary of Environmental Affairs on November 9, 2000. Further, no overriding detriment to the public interest has been identified pursuant to 310 CMR 9.31(3). Therefore, the Department determines that the project will serve a proper public purpose that provides greater public benefit than detriment to the public's rights in said tidelands. Written Determination 289 Derby Street,Salem Page 3 of 12 Waterways Application W04-1159N 6) Based on a letter dated 10 November, 2005 from the Massachusetts Office of Coastal Zone Management (CZM), the Department determines that the proposed project is consistent with all applicable CZM policies, in accordance with 310 CMR 9.54 and M.G.L. c.91 § 18. 7) In accordance with the provisions of 310 CMR 9.15(1)(b), the Department has determined that an extended term of 50 (fifty) years is appropriate for the proposed project. On the basis of the foregoing analysis, the Department will approve the proposed structures and uses described herein, as shown on the attached draft license plans which, prior to license y issuance, shall incorporate the following modifications to Sheet(s) 2, 6, 7, 8, & 9 of said plans: (a) relocation of the metal gate at the seaward end of the gated pathway to a spot approximately 30' closer to Derby Street, at or near the seaward wall of the garage ramp, and provision, through redesign of the planted area, of a direct link between the walkway and the open plaza area; (b) redefinition of the Project Site to include the portion of the westerly walkway connecting Derby Street to the South River waterfront that will be constructed on the adjacent property, subject to receipt from the property owner of written permission for such construction and of written authorization from the Department for a corresponding Minor Project Modification to Waterways License Number#9727, issued by the Department May 30, 2003; (c) graphic changes indicating that the proposed gates at either end of the point accessway shall be hinged, where feasible, against the adjacent parcel's building wall and swing inwards from the public sidewalk and from the public area on the seaward side of the building; and (d) delineation of a limited portion of the open plaza area where seasonal outdoor dining may occur, if associated with a ground-floor restaurant located within the adjacent building. This Determination is further subject to the attached special conditions to be carried out by the referenced Applicant(hereinafter the "Licensee"). These special conditions will be included, in substantially the same form, along with the standard conditions, with the final Chapter 91 Waterways licenses to be issued pursuant hereto. This Determination, including the attached Special Conditions, is subject to appeal as described in more detail in the Notice of Appeal Rights section. The Department will grant the Waterways license if no appeals are filed within 21 days of the issuance of this Written Determination and upon receipt of the final Mylar plans incorporating all modifications to the draft license plans described herein. This Written Determination shall remain valid for a period of six (6)months or until the License is issued, whichever is sooner. Such term may be extended for one or more six-month periods, Written Determination 289 Derby Street, Salem Page 4 of 12 Waterways Application W04-1159N provided that the Applicant submits to the Department, thirty(30) days prior to the date of expiration, a written request that provides an adequate justification for extension. No construction or alteration in or to any portion of the site within jurisdiction pursuant to M.G.L. Chapter 91 is authorized until the Waterways Licenses have been issued. If you have any further questions, please contact Ben Lynch at (617) 292-5615 of the Waterways Regulation Program. THIS DETERMINATION IS ISSUED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION ON THE TpNrI{ DAY OF R6'gFMf5Vf_ 2005. 6AJ ' Ben Lynch Section Chief, Waterways Regulation Program cc: Susan Snow-Cotter,Director, CZM Kathryn Glenn, CZM,North Shore Regional Coordinator Dennis Ducsik, CZM, Tidelands Policy Coordinator Salem Mayor Stanley Usovicz Salem City Council Salem Environment Department Salem Harbormaster Commenters WRP files i I I Written Determination 289 Derby Street,Salem Page 5 of 12 Waterways Application W04-1159N WRITTEN DETERMINATION AND CONDITIONS 289 Derby Street Trust of— Salem-has applied to the Department of Environmental Protection to—construct and maintain a six-story building for mixed uses, with the upper floors devoted to residential use and the ground floor devoted predominantly to commercial uses including Facilities of Public Accommodation located in all areas within 100' of the project shoreline (Mean High Water Mark); parking and interior drives for approximately 45 vehicles in a below-grade structure and a surface parking area for approximately 12 vehicles; approximately 9,500 square feet of publicly accessible pedestrian open space, including approximately 130 linear feet of public walkway along the waterfront with two connecting public walkways to Derby Street; ------------- and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as required by law, to the—Mayor and City Council-- of the—City-- of - Salem. --------------------------------------------------------------- NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application, hereby authorizes and licenses the said ----------------------------------- 289 Derby Street Trust--, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to --construct and maintain a six-story building containing mixed uses, with the upper floors devoted to residential use and the ground floor devoted predominantly to commercial uses including Facilities of Public Accommodation located in all areas within 100' of the project shoreline(Mean High Water Mark); underground parking for approximately 45 vehicles in a below-grade structure, surface parking for approximately12 vehicles; approximately 9,500 square feet of publicly accessible open space, interior drives, and approximately 130 linear feet of public waterfront walkways with associated connecting public pathways to Derby Street; ------------------------------------------- on filled tidelands of—South River-- in the—City-- of—Salem-- and in accordance with the locations shown and details indicated on the accompanying DRAFT DEP License Plan, dated 9/09/04 (11 sheets). - The fill and structures authorized hereby shall be limited to the following uses: upper floor residential uses with ground floor lobby area associated therewith, ground floor commercial uses including Facilities of Public Accommodation with public restrooms, vehicular parking and internal circulation, waterfront public open space and public access thereto; The license to be issued pursuant hereto will remain valid for a term of 50 (fifty) years from the date of issuance of the first license. By written request of the Licensee for an amendment, the Department may grant a renewal for the term of years not to exceed that authorized in the licenses to be issued pursuant hereto. Written Determination 289 Derby Street, Salem Page 6 of 12 Waterways Application W04-1159N Special Conditions Special Condition#1: The Licensee shall construct and maintain in good repair an exterior open space network for public pedestrian use and enjoyment. As shown on Sheets#2, 6, 7, 8, &9 of the Draft License Plans, said access network shall consist of the following components: a) a paved Riverwalk having a clear width of not less than ten(10) feet and running along the entire South River frontage of the site for a distance of approximately 130 linear feet; the Riverwalk shall be kept clear of any permanent or fixed objects, and shall include standard pedestrian amenities including integrated seat walls, lighting, signage and trash receptacles for public use; b) a paved and landscaped Public Plaza measuring approximately 6,800 square feet on the seaward side of the new building, including an open terrace, integrated seating walls, raised planter areas, transitioning stairways between the Public Plaza and the Riverwalk, and landscaped areas located around the building; c) a paved walkway along the easterly edge of the project site connecting Derby Street to the Riverwalk and adjoining Public Plaza; said walkway shall be no less than five (5) feet wide, except where existing appurtenances from the abutting building on the adjacent property may project onto the Licensee's property; no structural element of the new building authorized by this License may be located closer than 5' to the property line, and the walkway shall be kept clear of any temporary obstructions along its entire length; until such time as the adjacent easterly parcel is redeveloped, the Licensee may restrict the hours of public access on this walkway from dawn until dusk (i.e. one half hour before sunrise to one half hour after sunset) seven days per week. In the event of redevelopment of the adjacent easterly parcel, which may include a concomitant widening of the walkway on that parcel, the Licensee shall remove the metal gates from each end of the walkway and subsequently allow public pedestrian use twenty-four(24) hours per day, seven (7) days per week, upon issuance of a Certificate of Occupancy for any such redevelopment project on the adjacent site; d) a paved walkway along the westerly edge of the project site connecting Derby Street to the Riverwalk and adjoining the Public Plaza; said walkway shall be no less than ten (10) feet wide, and shall replace in part the existing walkway located on the adjacent property at or near its easterly property line in accordance with the corresponding Minor Project Modification to Waterways License #9727 issued by the Department on [Date]. All components of the public access network described above shall be completed and open to public use no later than the issuance of the first Certificate of Occupancy(CO) for the building, except for landscaping of public open spaces that may be subject to seasonal opportunity, provided however that any such landscaping shall be completed within six months after the issuance of such Certificate of Occupancy. i Special Condition#2: Except as.provided in Special Condition No. 1(c), all walkways and other exterior public open spaces shall be kept open for safe pedestrian passage seven(7) days a week, twenty-four(24) hours a day, and no gates or other barriers (whether fixed or temporary) shall be installed that would impede pedestrian circulation therein; all such areas shall be available to the I :J Written Determination 289 Derby Street, Salem Page 7 of 12 Waterways Application W04-1159N public free of charge and shall be appropriately illuminated at night and kept sufficiently free of snow to allow safe pedestrian passage and use during the winter season; provided, however, this condition shall not be construed to prohibit seasonal outdoor dining within the limited portion of the Public Plaza delineated on Sheet 8 the License Plans, but only in the event the adjacent interior space is occupied by a restaurant in fulfillment of Special Condition#3, below. Such outdoor dining area may be reserved for restaurant patrons and may be temporarily cordoned off during the period of seasonal operation with the minimum enclosure necessary to comply with the requirements of any license issued under Chapter 138 for the service of alcoholic beverages in such outdoor areas. Special Condition#3: The Licensee shall devote at least 2,660 square feet (s.f.) of ground floor interior space to Facilities of Public Accommodation (FFAs), including but not limited to all such spaces located within 100' of the project shoreline. The Licensee shall further provide publicly accessible restrooms during the normal operating hours of said FPAs, and use of such restroom shall not be contingent on the purchase of goods or services. Any use specifically listed in the Facility of Public Accommodation (FPA) definition at 310 CMR 9.02 shall be presumed to meet the above requirements for such facilities, whereas any use not so listed shall require prior review and approval by the Department. Special Condition#4: The Licensee shall make a monetary contribution of$10,000.000 (ten thousand dollars) to an account established by the City of Salem for the purpose of planning, programming, designing, constructing, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipal Harbor Plan as approved by the Secretary of Environmental Affairs on November 9, 2000. The payment shall be made to the City prior to the issuance of the Certificate of Occupancy for the structure authorized herein. The Licensee shall provide proof of such payment to the Department within 10 days of said payment having been made. Special Condition#5: Upon completion of all work authorized by the License, the Licensee shall install and maintain in good repair appropriate signage of an adequate size to be clearly visible to pedestrians. Signage shall be posted at both entryways to the site on the Derby Street sidewalk, and in at least one area along the Riverwalk. Said signage shall be consistent with the City of Salem Planning Board's design guidelines and any other pertinent local laws and regulations, and any design guidelines that shall be specified by the Department or its designee. At least one sign shall be placed in a prominent location stating the Waterways License number of the project and a location on the site where a copy of the License may be inspected by the public. Signage shall identify the interior and exterior areas open to public use, state the respective hours of operation, and any describe any rules governing public access as may be established in accordance with Special Condition#6 below. Special Condition#6: The Licensee may adopt reasonable rules governing public access on the project site, subject to prior review and written approval by the Department, in order to protect public health and safety and private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. No amendment to said rules shall be made without prior written approval by the Department. The use by the public of the free open space facilities Written Determination 289 Derby Street, Salem Page 8 of 12 Waterways Application W04-1159N in accordance with this License shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. Special Condition#7: All work authorized in the License shall be completed within five (5) years of the date of license issuance. Such construction period may be extended by the Department for one or more one year periods without public notice,provided that the Applicant submits to the Department no later than thirty (30) days prior to the expiration of said construction period a written request to extend the period and provides an adequate justification for said extension. Special Condition#8: Within sixty(60) days of completion of the licensed project, the Licensee shall request in writing that the Department issue a Certificate of Compliance in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a registered professional engineer licensed in the Commonwealth that the project was completed in accordance with plans, specifications, and conditions of the License to be issued pursuant hereto. Special Condition#9: The Licensee shall allow agents of the Department to enter the project site to verify compliance with the License prior to the completion of the project and subsequent to the completion of the project after issuance of the Certificate of Occupancy by the Salem Building Department. Special Condition#10: The Licensee shall be subject to an annual compliance fee for nonwater- i dependent uses pursuant to 310 CMR 4.00. Please see the following page for the Standard Waterways License Conditions. ----------------- Duplicate of said plan,number W04-1159-N is on file in the office of said Department, and original of said plan accompanies this License to be issued pursuant hereto, and is to be referred to as apart hereof. --- j , Written Determination 289 Derby Street,Salem Page 9 of 12 Waterways Application W04-1159N STANDARD WATERWAYS LICENSE CONDITIONS 1.Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all terms and conditions stated herein. 2.This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3.Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4. This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This License may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee,its successors and assigns as an unauthorized and unlawful structure and/or fill. 5. The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6.Nothing in this Waterways License shall be construed as authorizing encroachment in, on or over property not owned or controlled by the Licensee, except with the written consent of the owner or owners thereof. 7.This Waterways License is granted subject to all applicable Federal, State,County,and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act, G.L. Chapter 131,s.40. 8.This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP. This License authorizes structure(s)and/or fill on: X Private Tidelands. In accordance with the public easement that exists by law on private tidelands,the Licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks, for the purposes of fishing,fowling,navigation,and the natural derivatives thereof. _Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely,for any lawful purpose,upon lands lying seaward of the low water mark. Said lands are held in trust by the Commonwealth for the benefit of the public. _a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this License. Unless otherwise expressly provided by this License,the Licensee shall not limit the hours of availability of any areas of the subject property designated for public passage,nor place any gates,fences, or other structures on such areas in a manner that would impede or discourage the free flow of pedestrian movement thereon. Written Determination 289 Derby Street, Salem Page 10 of 12 Waterways Application W04-1159N The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said—289 Derby Street Trust-- by paying into the treasury of the Commonwealth-- ten dollars and zero cents ($10.00) -- for each cubic yard so displaced, being the amount hereby assessed by said Department. (0.0 cu.yds. _ $0.00) Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within sixty (60) days from the date hereof, in the Essex County Registry of Deeds. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this day of in the year two thousand five. Program Chief Department of Program Director EnvironmentalProtection Commissioner THE COMMONWEALTH OF MASSACHUSETTS This license is approved in consideration of the payment into the treasury of the Commonwealth i by the said 289 Derby Steet--------------------------------------------------------- of the finiher sum of— -------------------------------------- i ---------------------------------------------- i the amount determined by the Governor as a just and equitable charge for rights and privileges hereby granted in the land of the Commonwealth. BOSTON i Approved by the Governor. i Governor Written Determination 289 Derby Street,Salem Page 11 of 12 Waterways Application W04-1159N Notice of Anneal Rights: Appeal Rights and Time Limits The following persons shall have the right to an adjudicatory hearing concerning this decision by the Department to grant or deny a license or permit: (a) an applicant who has demonstrated property rights in the lands in question, or which is a public agency; (b) any person aggrieved by the decision of the Department to grant a license or permit who has submitted written comments within the public comment period; (c) ten (10) residents of the Commonwealth, pursuant to M.G.L. c.30A, §10A, who have submitted written comments within the public comment period; (d) the municipal official in the affected municipality who has submitted written comments within'the public comment period; (e) CZM, for any project in the coastal zone, if it has filed a notice of participation within the public comment period; and (f) DEM, for any project in an Ocean Sanctuary, if it has filed a notice of participation within the public comment period. To request an adjudicatory hearing, a Notice of Claim must be made in writing and sent by certified mail or hand delivery to the Department with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form,within twenty-one (21) days of the date of issuance of this decision and addressed to: Docket Clerk Office of Administrative Appeals Department of Environmental Protection One Winter Street, 3`a Floor Boston, MA 02108 A copy of the Notice of Claim must be sent at the same time by certified mail or hand delivery to the applicant, the municipal official of the city or town where the project is located, and the issuing office of the DEP at: DEP Waterways Regulation Program One Winter Street, 6`h Floor Boston, MA 02108 Contents of Hearing Request Under 310 CMR 1.01(6)(b), the Notice of Claim must state clearly and concisely the facts that are the grounds for the request and the relief sought. Additionally, the request must state why the decision is not consistent with applicable laws and regulations. Pursuant to 310 CMR 9.17(3), any Notice of Claim for an adjudicatory hearing must include the following information: (a) the DEP Waterways Application File Number; (b) the complete name, address, fax number and telephone number of the applicant; (c) the address of the project; Written Determination 289 Derby Street,Salem Page 12 of 12 Waterways Application W04-1159N (d) the complete name, address, fax number, and telephone number of the party filing the request and, if represented by counsel, the name, address, fax number, and phone number of the attorney; (e) if claiming to be a person aggrieved, the specific facts that demonstrate that the party satisfies the definition of"person aggrieved" found in 310 CMR 9.02; (f) a clear statement that a formal adjudicatory hearing is being requested; (g) a clear statement of the facts which are the grounds for the proceedings, the specific objections to the DEP's written decision, and the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written decision; and (h) a statement that a copy of the request has been sent to: the applicant and the municipal official of the city or town where the project is located. Filing Fee and Address A copy of the Notice of Claim along with a DEP Fee Transmittal Form and a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, Massachusetts 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or is granted a waiver. The filing fee is not required if the appellant is a city or town(or municipal agency);county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee pursuant to 310 CMR 4.06(2) for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. I i FORT_POINT ASSOCIATES, INC. RECEIVED 286,Congres"s Street 6th Floor NOV 3 0 2004 , Bostonj Massachusetts 02210 f 617/.357 70.44% DEPT. OF PLANNING& FAX 617/35779135 COMMUNITY DEVELOPMENT November29,2004 ti � May&Staaleyl Usovicz, Jr: City of Salem .. City Hall Salem, MA:01970 .. . r.' .. REi Waterways.License Application —BRP W04-1159-N 289'Derby Street �F Honorable Mayor Usovicz, Attached please find a; of the Public:.Notice fora public:h,eanng to,;be held,on the above referenced pColed Tke heanng will"be held on December9; 2004 at`11 00 am in Room 313, 3 a floor of the City Hall Annex, 120,Washingion Street'in Salem, MA public comments must;be submitted to,'.the state Qepartment of"Environmental Protection WatenvaysRegulation Program no. : later than January 14, 2005 m N e If you have any questions please feel free.to call meat(617),357 7044: Sincerely, II IIY Susan,St: erre Senior Associate Fort Point Associate"s,'Inc cc: Ben Lynch, DEP Waterways Program (w/o enclosure) Mr ,Walter Power, Chair Salem Planning,Bo5rd Mr Al<evm Cornacchio, Chair Salem Conservation Commission Peter"Gifford, Salem Harbormaster: • , George elleau;Town and Country Homes Scott Grovee;T nti, Grover and.Quinn Lynn Duncan; Office of.Planning and Development Denise McClure, Office of Planning and Development enclosures: - > .Public Notice FORT POINT ASSOCIATES,INC. 286 Congress Street 6th Floor Boston,Massachusetts 02210 617/357-7044 FAX 617/357-9135 MEMORANDUM TO: Amerada Hess c/o Fac. Business TRITax Dept. 21334 One Hess Plaza Woodbridge, NJ 07095 South Harbor Holdings LLC P.O. Box 677 Salem, MA 01970' Massachusetts Electric Company c/o Property Tax Dept. 25 Research Drive Westborough, MA 01582 FROM: Susan St. Pierre, Fort Point Associates, Inc. DATE: November 29 2004 RE: Waterways License Application — BRP W04-1159-N 289 Derby Street Attached please find a copy of the Public Notice for a public hearing to beheld on the above- referenced project. The hearing will be held on December 9, 2004 at 11:00 am in Room 313, 3 d floor of the City Hall Annex, 120 Washington Street in Salem, MA. Public comments must be submitted to the state Department of Environmental Protection Waterways Regulation Program no later than January 14, 2005. If you have any questions or concerns, or need further assistance please contact my office at 617/357-7044. Thank you. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY Governor ELLEN ROY BERZFELDER KERRY HEAI.EY Secretary Lieutenant Governor ROBERT W.GOLLEDGE,Jr. . Commissioner 17 November, 2004 289 Derby Street Trust c/o Fort Point Associates 286 Congress Street, 6th floor Boston, MA 02210 Re: PUBLIC NOTICE OF WATERWAYS LICENSE APPLICATION No. W04-1159-N 289 Derby Street, Salem, Filled Tidelands of the South River, Essex County. Dear Sirs & Madames: The Waterways Regulation Program (WRP) has received your application requesting authorization to perform certain activities in state waterways located in Sale I pursuant to M.G.L. Chapter 91, the Public Waterfront Act and its regulations at 310 CMR 9.00 etc. The WRP has assigned this application filing with the above-referenced Waterways License application number. IT IS IMPERATIVE THAT YOU REFER TO THIS APPLICATION NUMBER WHENEVER YOU SUBMIT OR REQUEST INFORMATION FOR THIS FILE. Upon review of this application, the WRP has made a determination that this project is a Non water-dependent Use Project. Attached is the WRP's Public Notice form for this application. You are required to publish this notice, at.your expense, in one or more newspapers having circulation in the area affected by the proposed activity. This notice must be published in the local newspaper(s) for at least one day on or before.lb-o m apo ,the designated Notification Date. The required public comment period shall begin on this designated Notification Date. You are required to submit proof of publication to the WRP by sending a copy of the newspaper notice showing the date of publication or a copy of the newspaper notice and a letter from the newspaper indicating the date the public notice was published. Pursuant to 310 CMR 9.13(1)(a), you are also required to concurrently provide this notification, along with a copy of the project site plans submitted with the Waterways License Application, to the appropriate municipal officials and abutters to the project for their review and comment. For Chapter 91 purposes, an abutter is defined as the owner of land that shares a common boundary or corner with a project site at the water's edge, as well as the owner of land that lies within 50' across a waterbody from such site, see 310 TWs informsnoo Is available in attenuate format Call Donald M.Gomes,ADA Coordimtor at 617.556.3057.TDD Service-1. 00-298.2207. DEP on the World Wide Web: httpJ/w .maw.gov/dap 1 Primed on Recycled Paper CMR 9.02. The WRP will publish the Public Notice in The Environmental Monitor. Lastly, the WRP cannot complete its review of this application until the following information/document(s) checked below have been submitted: ® Proof of publication of the Public Notice ® Completion of the Public Hearing ® Completion of the Public Comment Period ❑ Receipt of the Municipal Zoning Certification ❑ Receipt of the Municipal Planning Board Notification Form ® Receipt of a valid Wetlands Order of Conditions ❑ Receipt of a valid bEP Water Quality Certification ® Response to comments received during public comment period ® Plans according to the specifications of Appendix of the Waterways Application. NOTE: Final Mylar Project Site Plans will be required upon notice from the Department and prior to issuance of the Chapter 91 License. I Should you have any questions, please contact me at (617)292-5615 or David Slagle of the Waterways Regulation Program at (617) 654-6520. Sincerely, Ben Lynch Program Chief Waterways Regulation Program Cc: Kathryn Glenn, CZM Dennis Duosik, CZM DWW NERO DFWELE ACOS Mayor, City of Salem Salem City Council Salem Planning Dept. Salem Conservation Commission Salem Harbormaster Project abuttors DEPARTMENT OF ENVIRONMENTAL PROTECTION WATERWAYS REGULATION PROGRAM Notice of License Application pursuant to M. G. L Chapter 91 Waterways License Application Number W04-1159-N Applicant: 289 Derby Street Trust Project Location: 289 Derby Street, Salem Scheduled Public Hearing: 11:00 a.m., 9 December, 2004 Hearing Location: Rm. 313, 3rd floor, City Hall Annex, 120 Washington Street, Salem Public Comments Deadline: 14 January, 2005 NOTIFICATION DATE: 2 December, 2004 Public notice is hereby given of the Waterways a plication b 289 DerbyStreet Trust to i� �Se a pro•, s i�` � st��'�e, {s bud i g tort p sed of8 s�q re , Aft Fours loot coup r I ce, 2 66 y } ' r� e)' �_ a e 9 'f. • iel acess �'I oP..�a> i cludirig rs d b a at 289 Derby Street in the municipality of Salem in and over Filled,Tidelands of the South River. The proposed project has been determined to be nonwater-dependent. Pursuant to 310 CMR 9.15(1)(b), the Applicant seeks an extended term license of 65 years. The Department of Environmental Protection, Waterways Regulation Program, will conduct a public hearing on the aforesaid project proposal and others on Thursday, 9 December, 2004, at 11:00 a.m. in Rm. 313, 3rd floor, City Hall Annex, 120 Washington Street, Salem. The Department will conduct this public hearing in order to receive information to be used in its decision on whether to grant a Waterways License pursuant to M.G.L. Chapter 91. The Department will consider all written comments on this Waterways application received by 14 January 2005 (Public Comments Deadiinel Failure of any aggrieved person or group of ten,-ciftzens or more to submit written comments to the Waterways Regulation Program by the Public Comments Deadline will result in the waiver of any right to an adjudicatory hearing in accordance with 310 CMR 9.13(4),(c). Additional information regarding this application may be obtained by contacting the Waterways Regulation Program at (617) 654-6520. Project plans and documents for this Application are on file with the Waterways Regulation Program for public viewing, by appointment only, at the address below. Written comments must be addressed to: Ben Lynch, Program Chief, DEP Waterways Regulation Program, One Winter Street- 6th Floor, Boston, MA 02108. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program w 052237 Chapter 91 Waterways'License Application - Trensmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment 310 CMR 9.00 B. Applicant Information Proposed Project/Use Information I. Applicant: ------------------------ name 1 E-mall Address Note:Please refer Mailing Address to the°Instructions" . City/rows . State Zip Code Telephone Number Fax Number 2. Authorized Agent(f any): Name ' E-mail Address Mallinp Adel CItY?own .� . 61 357-7044 State zip Code ' Telephone Number - Fax Number C. Proposed Project/Use Information 1. Property information (all information must be provided): Im owner Name(if ddierent from appacam) Tax Assessors Map and Parcel Numbers 4231' 11" 70 53'30" Latkude Cl as and l I I own MMM State , Zip Code 2. Registered Land ❑Yes ® No 3. Name of the water body where the project site is located: 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ' ❑ Nontidal river/stream El Natural ❑Area of Critical Environmental Concern ❑ Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ® Filled tidelands ❑ Uncertain . ❑ Ocean Sanctuary ❑ Great Pond ❑ lfncertain ❑ Uncertain 191App.doc•Rev. 10/02 - Page 2 of 17 Massachusetts Department of Environmental Protection . Bureau of Resource Protection -Waterways Regulation,Program W 052237 Chapter 91.Waterways License ,4 Simplified,Water-Dependent, Nonwater-De nden ppltcatlOn -310 CMR 9.00 T ansm ttal No. Pe t,Amendment C. Proposed Project(Use Information (cont.) Select use(s)from 'roject Type Table 5. Proposed Use/Activity description )n pg.2 of the Instructions" Demolition of existing Coastal Oil Service Station constructin of a single, six story residential building with 38 housing units; 2,200 square feet of commercial space; 1,900 square feet of facilities of public accomodation; and parkingfor 58 cars, ' See Attachment 1 Project Description. 6. Is the project a pre-1964 existing structure AND less than 600 square feet? ❑Yes ® No . 7. Is the project a post-1984 existing or new structure, less than 300 square feet AND water dependent? ❑Yes ® No B. What is the estimated total cost of prop $15,000,0 00 osed work(including materials& labor)? 9.. List the name &complete mailingaddress of each abutter(attach additional sheets, if necessary). abutter is defined as the owner f land that shares a common boundary with the project site, as well as the owner of land that lies within 50,across a waterbody from the pt rojec. An See Figure 3 in Attachment A address Name Address Name Address - D: Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix (License plan) Appendix B (Simplified License plan) ❑ Appendix C(permit.plan) 2. Other State and Local Approvals/Certficabons- ,❑401 Water Quality CertIficate ❑Wetlands Date of Issuance ❑Jurisdictional Determination File Number JD-. ® MEPA File Number 13293 ® EOEA Secretary Certificate File Number July 9 2004 21E Waste Site Cleanup Date RTN Number Pp.doc•Rev.10102 Page 3 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W 052237 Chapter 91. Waterways License Application -310 CMR 9.00 Transmdtal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page..All future application correspondence may be signed by the authorized agent alone. °I hereby make application for a permit or:license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts'Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby ce ' that the information sub ed in this application is true and accurate to the best of my knowledg piicarrt's sign � /. � Date Property wner's signature(If dXferent th applicant) Date e'7r Agent's signature(if epplinbie "a�> Date APPLICANTS FILING A SIMPLIFIED APPLICATION STOP HERE CH91App.doc•Rev. 10102 Page 4 of 17 r L �ti�uuur®�®■ . . - �•��. ■� 1a p • • ♦♦•♦♦♦••• J _ ,� u I 1 41111��' 9 I • I� i Fs -- ----+—�— - Y ] � I11 � �•ir k.�y'N-Y x 1�'�`�T-� Ziiy j�"""4M 6 1 _ r'r"r 1-��'r�n,` r°.r,•3'O-'� '�+� � r< '`i'a.I� � r w_ •� °v"S'r'�h„r+' t,;�ti�1'zc'�5 � � r ° -N r ;�'—�'41 ``� £® "' �Y_ - �� >•�,p) i 7 '" .amt -f`;i � �"' Y�C"'A1 wf� P 21, ' Sty r YY " 4 ^.,t.}�-+tl. � "ff 'i� 1&•Y .yl�"'' -aF'6.s�.i't. ' a Cyx``1 Lh .y ti .s Fir'- v i -, .-�.� �c� Oxy_ 1 1 ��'I'� ^�' ++Sr "s��.� '�' •'• - ' r 't 289 Derby Street Chapter 91 License Application I IIn�VQilli , fir/ .....�/ 1. _4 8 >6 92 Fgure a BUILDING ELEVATION: SOUTH RIVER source: Martins Companies 289 Derby Street Chapter 91 License Application y , i ' I �1 S Figure 9 BU(LDING SECTION source:Martins Companies RECEIVED i AUG 3 0 2004 k DEPT.Of PLANNING& COMMUNITY DEVELOPMENT t I 786 MOUNTAIN BOULEVARD SUITE 200 WHITESTONE WATCHUNG, NI 07069 ASSOCIATES INC. 98.66$'777 r FAx 9008.754.5936 ENVIRONMENTAL&GEOTECHNICAL ENGINEERS&CONSULTANTS www.whitestoneassoc.com August 25, 2004 CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT CITY HALL ANNEX 120 Washington Street Salem, Massachusetts 01970 Attention: Mr. Frank Taormina Staff Planner/Conservation Agent Regarding: GEOTECHNICAL INVESTIGATION 289 DERBY STREET SALEM,ESSEX COUNTY,MASSACHUSETTS WHITESTONE PROJECT NO.: WJ04-7129 Dear Mr. Taormina: As requested, Whitestone Associates, Inc. (Whitestone) is pleased to submit for your review this letter summarizing completed and proposed field investigation services for the above referenced site. The subject site is located at 289 Derby Street in Salem, Essex County, Massachusetts. Whitestone retained a drilling contractor to drill soil test borings solely for geotechnical investigation purposes at the above-referenced site to evaluate the subsurface conditions relevant to their ability to support possible structures. Specifically,W hitestone's geotechnical investigation included drilling seven soil test borings and using mud- rotary drilling methods at the locations denoted as B-1 through B-5,B-5A and B-513 on the attached Boring Location Plan. The borings identified as borings B-1 through B-4,and offset boring B-513 were terminated at depths that ranged between approximately 43.2 feet below the ground surface and 53.0 feet below the ground surface due to apparent bedrock at those depths. Borings B-5 and B-5A were terminated at shallow depths due to an existing, buried concrete pad. Soil borings were backfilled once with excavated soil and surficially patched with asphaltic concrete, where appropriate. Based on analysis and review of the initial geotechnical investigation findings, Whitestone proposes to re- mobilize to the site as soon as allowable to conduct a supplemental geotechnical investigation which will include drilling up to three additional soil test borings,and rock coring at the supplemental boring locations. The proposed supplemental boring locations are also presented on the attached Boring Location Plan and are identified as PB-6, PB-7, and SB-8. Other Office Locations: ■ CHALFONT, PA ■ STERLING, VA ■ EVERGREEN,CO 215.393.8200 703.464.5858 303.670.6905 City of Salem Department of Planning and Community Development WHITESTONE Geotechnical Investigation ASSOCIATES,INC. 289 Derby Street Salem,Massachusetts August 25,2004 Page 2 Please do not hesitate to contact us with any questions regarding these matters. Sincerely, WHITESTONE ASSOCIATES,INC. �Jeffrey'W. Schaumburg, P.E. Nej E. J di Director, Geotechnical Services Geotechnical Engineer NEJ/aa L:\WhltestoneOffice\2004\047129\GlScopeLetter.wpd Enclosure Copy: Susan St.Pierre,Fort Point Associates George Belleau,Town&Country Homes,Inc.of New England Luke Distefano,Bohler Engineering,P.C.(MA) ENVIRONMENTAL & GEOTECHNICAL ENGINEERS & CONSULTANTS �'Sent 'Sy: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:04AM; Page 1 FORT POINT ASSOCIATES 286 Congress Street 6th Floor Boston,Ivlasaaohusctts 02210 617/357-7044 FAX 617/351-9135 DATE: FAX COVER SHEET TO: FAX NUMBM:• 0 OyO y FROM: Number of pa es(inclu&ng cover).._ ' COMMENTS: h6w,kw y If you have any one,or did not Naive all Psges'Plow cell Ke yrine Cetr It(617).357-7044. I Sent •By: FORT POINT ASSOCIATES; 8173579135 ; Jul-18-05 9:04AM; Page 2 L "assacrilt ISM Department of Environmental Protection Bureau Of Resource Protection -Wetlands DEP File Number: WPA f o rn 5 - Order of Conditions 64-37e__ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A, Gene I Inforntation +� � N�NB�II�Y I When SALEM �� 811:13128 4:117 WhensUing From: +zrear20oe 1e,41:ae onaElr 1113 out fors on 1.Conservation the only Bre r, 2.T6 issue oe is for(check one); ® Order of Conditions — - ❑ Amended Order of Conditions tabmove Yeyour 3.To: Applicant: cursor-do not GeoCiie Belleau use the return a. First Na e b Last Name 289 Derby Street Trust C/O Town& Country key. Ho of New England d 532 L we Street c'Company - d.Natuna At dress Peabody e.ClryrTown MA 01960 f.State A.Trp cede 4. Property O er(if different from applicant): a.First Nam b.Lest Name — c Company d.Mmtins Ad rens -- . 'i--ClyRawn f.Slate 9 ZiP Code 5. Project Lo tion; 289 Derb treet Salem a.Street .... b.cityrrown Ma 34 Lot 0441 c.Assesthud qy aplPWt Nurntrer d.ParceVLot Number Latitude an Longitude, if known (note: 42 31'11" 70 5330^ electronic fit ars will Dick for GIS locator); e.Wftude -fL4npbme G. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel); Essex a.21358 County 2b.ceNruaoe(—it rept—"— IoM) .gook 130d pap 7. Dates: 9/9/04 _ 10/14/04 110/21iffiil a.Date Notion of Intirnt FBed b.Date Public Nea<bp closed 7&6 or Isauance B. Final Approv ad Plans and Other Documents(attach additional plan or document references as needed): Pr sed COr dOrriftm 8 Retail Development -289 Deft Street Salem, MA a.Plan Ttee Bohlen En in erin , P.0 Stephan P. DeCoursey b.Prepared ay !Si=and Stamped by 9f9ro4 I n=20' * d.FtnalR Date e.Scale f./ddtftlonal Fla Or Oocumem Title 9.Date. s. Total WPA F 5525 e Paid; $250 .,3215 a.Total Fee Maid b.Stale Fee PaW a.'cly/roer Fee Palo wkrrre.erc• Ler•.tdfero" ` fi PWetolD L� Sent•Sy: FORT POINT ASSOCIATES; 6173579135 ; Ju1-18-05 9:06AM; Page 3115 Massac usetts Deparbrient of Environmerrml Protection Bureau o Retimmg Pro taction - Watiands DEP Fite Number: WPA I 0.0rM 5 - Order of Conditions "378 Ma"-h setts Wetlands Protection Act M.G.L. c. 131, §40 B. Flndi 1gs t. Finding punwanl to the Massadhusstte W d stance Protection Act. F the review of the abova cad Notice of intent and In this tion and presenMd at the public based on the Information Provided work.. is significant to tie following Interests of tlW Commission protection Check all that in which apPIY� •. ® Publ Water Supply e. ❑ LOW Contaning Shellfish k: ® Preverhtlah of pollution a ® Priva a Water supply e. ❑ Flaheries t• ❑ Protection of Wildlife a• ® Chou ter Su tit supply h. ® Storm Damage Prevention h. ® Flood Control z This -ssion hereby finds the project,89 proposed,is:(check ane of the following bones) Approved su 'act to: ® tha follOwd g conditions which are neoessary In accordance with the performance standards set forth in Me wet s regulatkm .*This Commission orders that all work shall be performed In accordance wIM ire N Intent reterahoad above,the following carWi4ons to to this Order.To the extent thathe following�t�s'r or differ fitions sod any other rom the plans,spel 111milons'or other Proposals submitted with the Notice of Intent,these conditions shall control. Denied becam ❑ the PrOPOs it Work cannot be conditioned to MOW M8 Parformence standards sat lorM In the wetand r WAmU nor.Tit work an this prosect may not go forward unless and until a new.filgdoa of Intent Is suMnitted whic Provides measures which we adequate to protect these lnbsrests,Wl d a final Order of Conditions is I A dweNptbn of the performance standards which the Proposed wort cannot mast ks Order. 1:1 torsby the appkani is►rot suit lent to describe the site,the work,or theof the wate identified In ON Wetlarhds Protecton Ac.Therefore.wait M.Mis protect may not go forward d urhth a remised notice of odor!le ad mited which I U1I�a4 information a d kwkam to Protert the Acs's Interests,and a f4htdt3tder of Conditions Is Issue Order as spaeMc htform tion which b lacking and why It N mce* cry is per 310 CMR 10.05(axe). Intend Area lmpacq:Chack 811 that apply below.(For Approvals orgy) Resource A so Proposed Pernaw Proposed permitted Alteration Alteration Replacement Replacement Sant 7 ❑ a www teat e,ftwfaat n 1hWM let d.anew favi �. ❑ Vegetated 1v a saw-fast e.equ>w root c'aeras ata d.eawe mem s. ❑ under a sa orae orad e. and armors rest c eequexe rlel'. a saaexe ftw e.aaya deedpsd t am.rdpedaed .woes m�•,...ear's M1ee7era s Sent•By: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:08AM; Page 4/15 ElIM se U" is Department of Environnrefltal Protection SUMBau Resource Pr tectj on-WeNands DEP File Number; WPA orm 5 - Order of Conditions a Massach setts WeCands Protection Act M.G.L. c. 131, §40 tta s7` B. Findi Resou Area Proposed Parfmtted Proposed Penn Med e• ❑ Wdwft Land Allentown Alteration Re111eoe11rant Replacement Subieo< b Floo4npa— aae~fea 0,avuse bd o. Cub Feel Flood Fare bd d.aqusro teat 3 e-ask bd 7- ❑fFb"ng Land Sub)ect f•sac feel 6, UW bet h.dllaic bet aa.Wme fadfeetCFlood G afacbet - lcde.allelefad f.able/ed& ❑ nt area a.fdd spar teal D.blal aq.feel Scl it i ftin 100 ft C Wave real d.square set Sq ft I elween 100-200 it 0.aquaro rest 1.square tad C" W tow rce Area knWela:Chad*all that apply below, (For Approvals Only) a• ❑ M*nated Port Arm Indicate size under Lana Under the Ocean, below 10. ❑ Wad Under the Oceana.swra bel D-equam fat cay0&608sd d.ayddrod6W 1t. ❑ Be Tier Beadles Indicate size under Coastal 884101166 and/or Coastal Dunes below 12. ❑ Co MW Beeches a.spuero bot 6.squats set a oW eouMlard. a aY rbuddanN. 17. ❑ Cc istal Duns a.square set -c aquaro ad e.aft naahfaat- 0.d i rlaels�mt 1s. ❑ Banks a.mbar be 0.arlar ad 1S• ❑ InlefOdal A.agars fed b-aquae bet it ❑ Sal Marshes a ease fad a 17. ❑ un i Under Sait sabre bd c square adPon Is 0.aquae bd a.spas aeN 0.spoon bd a a yd dred6ad d.a-yd arodged 16. ❑ La Containing h a.swam bd a e bd c aquas bet d.NWM bd 16. ❑ Fah Runs indicate elle undw Coastal Banks, inland Be*LaW Under the Ocean.and/or Inland Land Under Waterbodlwand Waterways, above a,a,yd madded a a.yd AedW 20. ® Land to 14= Sinn Flowaps s.square bel 0.sgs6ro bet �esaff.e�s-M.IN1eps fres!d P F Sent'By: FORT POINT ASSOCIATES; 8173579135 ; Jul-18-05 9:09AM; Page 5/15 Maesac usatts "I'll" it of Environmental Protection Bureau Resource Protectpn.Wetlands DEP File Number; WPA orm 5 - Order of Conditions UL Massach setts Wetlands Protect10n Act M.O.L. c. 131, §40 64-378 C• Gen 1 Conditions Under Massachusetts Wedands:Protection Act (only applics big to approved projects) 1. FMeasure;'dlae comply with on condtons stated herein.end with all related statutes and Cow rg U1ekiry encs be deemed gauss for revolts or modKy this Order. 2. Injury to pilvistili T 01 he o not Wang any Property rights or any axdusive privileges:it doe:not authorize Property or mvaslon of Private rights, any 3. This Ordg r does not relieve the pgmlties or any other Person ether aPP tcaDia fede►d,state.or ticalof the bes,ordinances,bylaws.or rept trsVf gWYicg with all hdaN 4• The work hererardsr"I be completed within threeear unless a fir of the fdlowing apply; Y e from the lots d this Order a. the Is a maintenance dredging project as Provided for in the qct;or b. the tl e than for remnpletionlimn has been extended to a specified date more than three years.but less yo , She date or issuance. is Order u intended to be valid for more than t reo years,tt�extension date and the OPedt this circumstances warranting the extended time period are peciel condition in this Order. 5. This Order rrh. be extended by the",no authority for one or mom periods of to three upon appl to Me issuing autxxity Of least 30 days Prior to the explration data of the tyears each S. Any till in connection with this project shell be dean fie.Anyfill shell contain no trash,refuse, rubbish.or s,indud'ahg but notlortitad to lumber.bricks,plaster,wire,lath, paper.cardboard, Pipe.fres. es.rehlilerslds,motor vshides.or Parts of any of tiro foregoing, 7. This Order not final wdll 99 administrative appeal Periods trom this Order fhis4depsed. if such an ding appeal been taken.until 211 Proceedings before Me pepattment have been eonlplde r 8. No work II be underfaloet until the Order has become*w and then has bean tEtio del m the Of bY d m the LOW Court for the d eW In which she land Is located,within the chain of We properly.In the UsO of recorded kernel,the Filial Order shell aho'b9:tioted m the Registry/a 1111118K under the name of the owner of the land thpmh whidrtidptopoend work is to be dons.to case of Ina mgigwW IWW,tiro FIW Orderahae also be noted cYt to Land Court Cartflcete Ttb of the owner of the larhd upon which the Proposed work Is dtind:'fhe recording Information hall be subrnilted Ie ods Conservation C 0 an the form at tYe:And of this Order. which form t be atamped by the Registry of Meda.Prior to the cornmerhoemint.of work. 9. A sign shell displayed el the site not less than two size b a words, eWere feel m more than tires square feet In Massachusetts Oepe4nsrd of Envkcrimentel Protection,dor, -MA OEP'I 'Fila Number 84378 f. "Wft.d.Qvi•M.MISM rho.�dY Sent By: FORT POINT ASSOCIATES; 6173579135 ; Jul-18.05 9:11AM; Page 6/15 ElMsftachi isem DtsWrtment of EnvUonttrerttal protection BureauOfResource Pt hfton.Wedands DEP File Number; WPA oro 5 - Order of Conditions 04-370 Messachu gefts Wetlands Ptoted on Act M.G.L. c. 131, §40 4:GO:neCu"MUCIns Under Massacusetts Wedends protection Act Commieslan t Of� nested to Isa SUPWggdit�p Order.the Pang ro aN agency Wocesdings and hearinpe before DEP.oon oftheww*describedherein,toapplfcahtshell submit a Request for Cerdflcate of WPA the ism to the Conaervafion c mmi65ion. 12. The work Mall eor f m to the plans and Special conditions referenced in this order. 13. Any Chan Is to to Plans identified In Condition 812 above shall require the spin!to kW,re of pre now • ofCom"Ion ComimiagEon Intenin wlhailw go amp is Sol licad enough to require the filing of a 14. The Agen or marimbas of the C4taavati0n Commtsslon and the Department of Envkorvnental Protection shall have the right to enter and inspaol the area subject to too Ordar gt.M onafile hours lo"a compliance with the conditions stated in this Order,and data d neccesary by the Conservation Commisalan or D may requiro the luany Department for that evaluation. 15. TWB Ordef of CondMons shell apply to any successor in interest or succeaeor in control of the properly r ea ro this Order and to ahhy contractor or other person Werfofmin wort conditioned by fhla Order. Is. Prior b star of work,and t the project involves work adjacent to a Borderbl V"stated Wetland. Jte bo I of the wetland In the vicbhty of the proposed work ares shall be marked by wooden stakes ar .Once In place,ON wetland boundary makers stall be maintained until a Certificate of comp, has been Issued by the CordWMion Comm hWon. 17. AB sed talion bafflers shell be maintained In good repair UM all disturbed areas have been fully 8labdix8d vegetation Or other Meme.At no time shall sedbnw*be depoei$ad ln a wetland or WSW body During oeratructan.90 applkard or his w dosWm shall kaPeo-the afosfen controls an a dally b kalsand atsdl remove wCumWated sediments se needed.The applicaM shell Immediately control army woelon Wobians that aaprr at to ate and shell afso Irtsnodlatsty POKY ft Coraarvaton COMMIselo ,whichese ves the rid to MWIns additional erosion WWWdernaes Pr'evermon owdrols A may deannecessary.Sedimenisdon terriers stab serve use the twit of watt Wass another Emla of work line he i bean try this Order. SPacai r�ss mora Sae attach ent to Order of CondMons addlearhM aandaom .deq aoa q / asses a era �gnarnC.aoc•a..rensa . . ruses Sent-By: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:13AM; Page 7/15 Maseach setts Department of Environmental Protection Bureau 01 Resource PMteftn-Wetlands li File Number. WPA orm 5 - Order of Conditions 84-3,e Massachusetts Wetlands Protection Act M.G.L. c. 131, po D. 'Findh igs Under Mu Imli al Weaiands Bylaw or Ordinatnce r. Furthem ars.the an hereby finds(check one that applies); 2 ❑ thatileproposed work cannot be conditioned 10 meat the Standards set torUn In a municipal ordin Vice or bylaw specifically: a.Nunla OYdinanoa or atAaw b.pmli fa -"'- work on this project may not go forward union and until a revised,Nolloe of Intent Is submitled which Provides measures which are adequate to mea►thaw stend0rds,and a final Order of Conti is issued. 3• ❑ that 0 a follaving additional conditions are necessary to comply with a rrkaj bylawnttipal ordinance or a.eaa,wpwOrdinuma or arrow a izmnon The ission orders that all work shall be performed In accordance with ftfolto and with following conditions Notice of Intent referenced above.To the axEernt that the fcilowirtg cng modify or conditions shall control.differ from the plana.specifications,of other proposals submitted wish It's Notice of intent,the d you need more a The s conditions relating to municipal ordinance or bylaw are as follows: d0for al CWNNma. select boot to altaeA new do wwa ❑ rmc•w..l0nelp - PepeAe Sent- By: FORT POINT ASSOCIATES; 8173579135 ; Jul-18-05 9:14AM; Page 8115 "85"C' used Demiti ant of En Bureau Resouroe P rotectron virontnentat Protection WPA O� 5 -Wetlands DEP Ffia Number: Of Maswh 'setts We"ndss PmteecWn Act M,GditlOn§40 -q�78 ` E. 188ua tee This Order, valid for ttoee years.unless eandltiprh ant to Gegen l COM150ris Wsa marred of asa special raw Please' to the number of members who will sign ttis farm: This Order t be SWW by a M**of the Conservation Commission. i Nhunhher a t.pws L m t ba mafied by wti�d mafi troaart�+Pt MitmW dr hand COPY be rrnaNad or hernd delivmed at the same time to the mad to the applicant.A Envirn I Protertiion Office. If not n1 MW the iVO Depertrrherht of trtg elactrornkally,artd the prapsry owns►, t dtlferert ' t Notary Ac mowledgenwtt Common Ith of Massachusetts County of Sele On this l Before me, mindere of ✓t personally PPeared h9ned Notary Public, Nehhha of Ocphhhrnt 8iger Proved torr athrough ae6s(acfary avkW=of identification,which weshvere asealalnlorh or ortdhshsnwson to be the pe -M to SlPad Pro that signed it vun"for Us or attached and acuhowladged m As member of grown _ Conservatlon Cammissbn go" FW*Emer WMAXIM Komi bar I. P"'0 Prow d Phasc Place notary WS1"0,any SUMP above My mvnwm 1 ) 1. This Order N ftuad to the mWicant as knows: a ❑ by hand C silvery on ® by certllted rtmil,reb.ntadelpt roquasted,on osn, lI /t 0 wh.,�doe• .,..,a,sa 'sagas Sent-By: FORT POINT ASSOCIATES; 0173579135 ; Jul-18-05 9:18AM; Page 9/15 UMassa usetts DePart!""t of Environntental Protection Bureau Resource Protection. wetiands ��/� O� c ` DEP File NurrB>�; Massech/1 setts WeflandOrrotectl derO�M.G..LL.t�jons� 64-37`� F. AppeIs .to this Ordar The pW t,the ajar,any person aggrieved by this Order.any ajar of land. their right m aueat ere any ten ante of Ore City or Gown in which such Land N located, N Ore land subject The aPWOPrtale DEP Regional Office to issue a Supers" r of Co by n itiens itted of "squeal be made by arrtlned Mail or hand del s1Q Order of Caldltions. f10,03Mee and a eled Request of Deprimarrtai Aclfon FeeTransmittal Provided in 3aP 'PMrie Rfiling with n ten business days the sart a Om be sent by WWW or ante el issuance of e,Order.A ropy offge request shall at OPpOCant,d 11 she is not the appellant, hand to the Conservation COMMissfon and to the The west I hell aleee dearly and ooncsely the objertlong to the how are Order not con alder which b being Protection contribute b Cra and IS inn of she n tereab ldatttfied m the "��UWeMa ds (M.G. c. 131.§40)and is inconsisterd with the wetlarWs regulafipne{810 CMR 10.00). To Ore extent at the Order Is based on a municipal ordinance or bylaw,and riot on'the Massachusetts Wetlands P Act Or regulations,the Department hes no appellate jurisdldion• Section 0,Reeording Information Is available on the fosioaping page. • e.-roma ►.wavo Sent- 8y: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:17AM; Page 10115 11111atseachu setts Department of Environmental Protection Bureau of I Resoume Protection-Wetlands DEP File Number: WPA Form 5 - Order of Conditions t�7_ BILA ____ IlAassachU tts Wetlands Protection Act M.G.L. c. 131, §40 G. Recor ling Information This Order of dations must be recorded in the Registry of Deeds or the Land Court for the district in which the lan4 is located,within the chain of title of the affected property. In the ca8e.of recorded land,the Final Order at all also be noted in the Regishys Grants Index under the name of.the owner of the land subject to the Drder.In the case Of reglatered land.this Order shall also be noted rtf an.ih9 Land Court CewAl%of itle of the owner of the land subject to the Greer of Conditions.The recording Information SALEM on Page 7 of t is form shall be submitted to the Conservation Commission listed below. r7" ati Commisason '•- Detach on doff id line,have stamped by the Registry of Deeds and submit to ft Conservation Commission. ----------------- ---------•----- To: SALEM Come canrasaion Please be advi 3ed that the Order of Conditions for the"out at. 289 treat 64-378 1'ffilent Lop DEP Fi19 Number Has Dean recoi ded at the Registry of Deeds of: ESSEX county Book - Pape for: All Arl" and has been med in the chain of title of the affected properly In: 01 /3o aook P In accordance v Ith the Order of Conditions issued on: H recorded land,the instrument numWr identifying this transaction Is: S InatiWient N r t If registered la ,the document number identifying this transaction IC Oaaiment ALI Y r IF Or Qnt �ge6.eaG•10Y.10HY01 .. . PPan a Of e Sent By: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:19AM; Page 11 /15 Attachment to Order of Conditions f 64378 Page lof 5 SALEM CONSERVATION COMMISSION DEP FILE x64-378 289 Derby Street City of Salem, Massachusetts ADDITIONAL FINDINGS Based on a review by the Nuural HcfitRP A of Fisheries and Wildlife.it has been Endangered Species Program(NHESP)of the Matitiaehuaelta Division cmtabu certified vernal determined that this Project does not include habitat of rate wildlife,nor does it Maseachueeas Wetlertds lection Act Is Or�ore m AGR 10 19(4 the tare wildlife species section of the Regulations(3 10 CMR 1038(4x6) r@ 10.59). This Order is issued undej the Massachusetts Wetlands Protoenon Act,M.G.L.Chapter 131,Section 40 and the City of Salem Wetlands hot" "on Ordinance,Salem Code Cha 34 Par .Section 341-34-13. Thu Order permits the I emolilion of an existing service station, removal of un dispenser, construction 0 , a six story mored-use building with 38 housing �d tanks and gasoline commercial space,cons tical of surface and subsurface 1rkinunits, 2,200 e4'ft of ground floor of a larborwalk and other blit amenities. g installation of utilities.latdscaping,construction SPECIAL.CONDITIONS I• This Order of con 'tions must be recorded in its entirety(all 5 pages)at the Essex or the Land Court or the district in which the land is located. �Y of Demos property;gad r IstfaamaUou mass be submitted to the Salem chain of title oftbe ellocted wrldog,bdore in r work approved to fhb Order commeneea onaervadoa Commission in 2. Approval of this "cation does not constitute compliance with an bw or re M.G.L 13 ,Sec6m 40 *cdwWs Y gelation"other tiros . Regulatiooa 310 CMR 10.00. 3. All worlt shall be P Xformed in accordance with this Order of Conditions and alae of resource areas or associated butter zones,other than tom approved tin(s). No shall occur mu this without prior,approval from the Commisslon. this Order, 4. Prior to any work o Promencing,a a living tree. sign aball be displayed showing DEP File p 64-378,and not placed on 5. No work approved I I this Order may,commence until the ten(l0)da date of the issuance f this Order. Y appeal period has lapsed burn the 6- The arm"Applican"as used in this Order of Conditions shall refer to the owner,anysuccessor in We"Or succcum is control of the properly referenced in the Notice of iruent and this of 'tions. 'Ilse Commission SW be notified in ��documents tramfers of title of y portion of the that takes lace �within th daYsat sii C 12111 nee P prior to issuance of the t ertificate of 7. It is the responsibilit,r of the applicant to aPptavals associated with this procure"Pc all other applicable federal,state ssaril'li ited W and folio p`Oy Tbae i'�'ib iOBy include but are trot wing: ne�ssaYily"I"miited m the Sent'By: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:21At1; Page 12115 Attachment to Order of Conditions N 64-378 Page 2of 5 (1) Section of the Federal Water Pollution Control Act (P.L. 92-500, 86 stat.816), U.S. Army Corte of ' (2) Water Qua ity Certification in accordance with the of sec. 27 Federal Water Pollution Cotifrollmder authority ( )of Chapter 21 of the Masa Ordinance General Laws as codified in 3 t4 CMR 9.00. (3) The City o Salem Wetlands Protectin11 Orduratece and its Regulations 8. If then are cool liefing conditions within this Order,the stricter condition(&)shall rule. 9. All work shall performed so as to ensure that there will be no sedimentation surface waters d construction or ager completion of the project, into"Hands and 10. The COMmissior and its Administrator shall have thed' methods and bo during construction if necessary to fy�e erosion/siltation can 11. The Commission or its Adounistrator property at 'officers,or errrpbYas shalt have the tight to enter inspect the Chapter 31.S compliance with the conditions of this Order,the Wetlands Pmteclion Act MGI. data or the Wetlands Regulations 310 CMR 10.00,and shall have flee right to require any Bart that it deems necessary for that evaluation. 12. The Commission its Administrator shall have the discretion to modify the crOsionlsihation control methods and hour dary during construction if necessary. 13. The Commission es the right to impose additional Co nditions on Portions of this Project or this site to mitigate any or potential impacts resulting from the work herein permitted. 14. The work shall cut form to the full °"'mg attached Plans and special conditions: FaJApprornf Condos 2inium&Retail Deva t 289 S Salem,MA 7Pols 9 A 20t Dow S herr P. +wd a"Sleaarpas Q of Sclero C tion Commission Oailk wdb I5. Any Propelled then helf require in the approved 1111111(8)or any deviation in shall be applicant to file a Lr of Proi�t Ch11 Q�construction from tlie'appioved by a written inquiry prior to their i with the Cornroissioir. :* Notice clrenge(s)is 1 enough mplementation in the field,as ia'wh the this tfrder of Condi ' to wire filing a new Notice of Intent or a request to correct or amend A copy of ouch Environmental Prete tion. request shall at the same time be sent to the Department of 16. In conjunction with sale of this psoperty been tel. t or Curren or Y Por'tiou thereof before a Certificate of Coitipliimce hes la11dnwmer shall submit to the Commission a statement S*md by the Sent' Sy: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:23AM; Page 13/15 Attachment ro Order of Conditions N 64.378 Page Sof 5 buyer that belsi c is aware of an outstanding Order of Conditions on the property and bps received a copy of the Order of Widow. 17. Condition Num as indicated shall continue in force be yond PctPetWtY.and 11 be nf_rcwed to in all future deeds to this the Certificaoc of Compliance,in PRIOR TO CONSTRUCTION 18. Prior to the ca ent of any activity on this site other than activities listed above PRE-CONS TR CTION MEETING between the .there shall be a work,and a of project supervisor,the contractor responsible for the nservation Commission or its Administrator to ensure that the adjusted, u to ,i f of Order of Conditions are uralerstood. The staked erosion eontrolitrse shall be edlusted'rf ,during the P�construcuoet meeaag. Please contact the Agent at(978)7 5-9595 ext 311 at least f C°naeto sura Commission orty eight(48)hours prior to any activity to arrange for the Pre-construction nectuts. 19. Prior to the straction meeting and conmteareernent of erosion control shall be ittsfalled as say activity an this site,sidiiacntation and Curmaimiaa mop'°on the approval Plan(s)and detail drawings. The Macaw. its Administrator short ittspect and approve each in ad at the pro-construction 20. No clearing of vegetation.including trees,or diatiubancs of soil shall occur or to the. meeting. Mini disturbance of shrubs and herbs prior Pte-ccaud uction eoous plants shall be allowed prior to the Pre- construction meet ng if absolutely necessary,in order to place eomon control stakes where wired. 21. Then shall be hay bales and wooden stakes under cover on the site to be used erosion control. only far emergency 9ROSION CONTROL 22. Appropriate eros control devices stroll be bt and shall he maim Pie Pyr to the beginning of any pltasre of construction, ung construction in the wetland areas and buffer zones. The erosion control spro f caduas Pro in the Notice of Intent and the erosion control Provision in the Order will be the minimum standart Ifor this project;the Commissm may requite additional measures: 23. All debris,fill and excavated material shall be stockpiled a location far enough away form the wetland resomeo areas to ant sediment form cW01119 wetland resource arms. 24. Erosion and tion control devices shall be replaced as respected after rrie each storm evert stud repaired or Any accumulated sib adjacent to the barriers shall be removed. 25. The area of cons tion shall remain in a stable condition at the close of each construction day. 26. Any dewatering o trenches or other excavation required during construction shall be conducted so as to Pttnrent siltation 3f wetland resource areas. All discharge from de-watering activitra'.shall be filtered through bay bale iment traps,silt filter hags or other means approved by the Commission or its Administrator. F 27. Within thirty(30)d ys of oompittion of construction on an arms m the Y given portion of the projeet;:a q:disgrbed tP portion of the site shall be permanently stabilized with rapidly g owing vegetative cover, auffrcient top soil to assure long-berrtr stabilization of disturbed arias. 28. If soils are to bre di for longer dust two mondrs,a temporary cover of rye Or other:giaas should 11e established to pre t erosion and sedimentation. If the$eason is not appropriate for Plantgtowth, Sent'8y: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:25AM; Page 14115 Attachment to Order of Conditions N 64-378 Page 4of 5 exposed surfs shall be stabilized by other appropriate trusion control me Prevent soils asures, fittnly anchored,to m being washed by rain a flooding. DURING CONSTRUCTION 29. A copy of this of Conditions and the Plan(s)approved in this Order shall be available on site at all times when war is in progress. 30. No alteration or tivity shall acnes beyond the limit of work as defined by the siltation barriers shown on the approved ph (s). 31. All waste from we0Prudixand and 20 shy cm rive tion tmternals etc.shall be depositedat least 100 feet areas and 200 tett from rives. 32. Ceanent trucks sh ill not be washed out in any wetland resource or buffer zone area,nor imo any drainage cystent immediately ed. Y v Kit of cement a concrete products into a buffer zoK a wcdatnd resource area shad be 33. All cqx) ed sub.s Ah shall be covered by a mnmrpm of three(3)inches of quality screened loam topsoil Prior to sceding as d final stabilization. 34. immediately folio . g drainage etrlroture installation all inlets shall be barriers and/or silt ass to Sher silf from stamwater before it enters the drainagebyssterm haybale 35. 7110re shall be no 1 umping of water Bum Weiland resource areas. 36. All equip riftshal Ibe inspected regutady for k Oks. Any leaking hydraulic 1trues,cYlmdas' compma=ts shQ feed immediately, any other 37. During construcW ,all drainage 9huct nes shall be inspected regularly and cleared as necessary. 38. the applicant is hinnotified that f2t7ure to comply with all requirements herein Ofa by the ConservationCommissionint may tt suk.in the issuance Penalties under M. 1 Chapter 21A,section 16. ludmg but not limited to,civil arhnimisaative AIM CONSTRUCnON 39. upon complation o Mutruction and final and to stabil the Conservation issiort nzaeon aPPlicaat shell submit die'followmS to request a Certificate of Compliance(COC): (1) A Compleb d Request for a Certificate of Cor�lisote form(WPA Form 8A of other fan if required by Conservation Commission at the time of request). (2) A left fixin a Registered Professional Engineer catifying compliance of the Order of -tions property with this (3) An"As-BuidWWftpM plan signed and stamped by a Registered Professional FErigincer -construction conditions within all auras under dic ' he Laid achu&Uvse is Act. This plan shall include at a minimum: gym of i elnusetts (a) All Iresource area boundaries with associated buffer zemw and n gubmay takes Som the phn(s)approved in this Order of Conditions; setback s Sent By: FORT POINT ASSOCIATES; 6173579135 ; Jul-18-05 9:27AM; Page 15/15 Actachmeot to Order Of Conditions M 64-379 Page Sof 5 (b) L.oeatiom;and elevations of an stotmwater management convemanapmentdeor �aiork constracteduWes,l =Vures and best weldresotream � � nder tltb Order within any (C) Distances from any atnPosnres constructed under this Orda to "stritMM's include,but are not limited wetland resource tility lines,&aces, to, s buildings,septic system componcri wells, B wars,and roads/driveweys; (d) A line delineating the limit t of work haturban0c of soils or veget -^work••includes any filling,excavating and/or ation approved Under this Order; 40. When issued,the Certificate of Compliame must be recorded at the Essex County Registry of Deeds and a copy of recording submitted to the Salem Con servation Commission. 41. If the completed differs from that im the the work differs; which time the °firs inal plans and conditions,the report-11111111t specify how review and I b d c C ss*applicant shell first request a modification to the Order. Only Compliance as Y omaussion,may the applicant request at writing a Certificate of upon - Comp 'bed above. 42. Erosion control d vices shall remain in Place and Properly f stabilized with vegetative cover and the Con unctioning until 811 exposed.soils have been authorized their al. Conservation Commission and/or its Administrator has ADDITIONAL,CONDMONs 43. All construction v hicles shall be " Nip ped wiftt emergency spill kits during the duration of the project 44. Any do-watering dmc in the resource areas. unvm de waund lige tivrt be conducted so ere to Preventnaltation of wetland discharge been de-watering activities shall be filtered through hay.bait sediment traps,silt filter bag i or other nems approved by the Commission or its Administrator. 45. A Rcgisto ed PM1b Wonal Structural 13" eer shall survey the existing scawall bcfbmmd after mom. er shall submit the surveys to the Salem Conservation Commission certifjn Q&that the seawall is structurally eontd, 46. Installation of duck Pill tide- tea on all outfall ger PIPes into the South Riva. /i r Project#4-170 McBrie LLC 160 Sylvan Street I Telephone: 978-646-0097 Danvers, MA 01923 Structural Design & Sales Fax: 978-646-0087 www.mcbrie.com October 14, 2004 Mr. Craig Douglas Director of Architectural Services Martins Design 130 Sylvan Street Danvers, MA 01923 RE: Visual Structural Inspection—Existing Stone Seawall 289 Derby Street Salem, MA 01970 McBrie, LLC Project#4-170 Dear Mr. Douglas: Per your request, McBrie, LLC performed a visual inspection of the above reference seawall. The inspection was performed to review the current condition of the seawall with regard to the proposed 6 story structure with one story of underground parking below. Currently,the wall is exposed for a height between 8 to 10 feet above the mud line. The wall has approximately 32"of concrete blocks constructed on top of the original granite wall to allow for an increase in the adjacent grade. There are localized failures of the concrete block portion of the wall. There are timber bump piles located in front of the wall. _, ¢ t Low tide elevation view looking West Low tide elevation view looking East Page 1 of 2 {� Project#4-170 The proposed construction consists of a parking structure that will be set back a minimum of 10 feet from the seawall and a six story superstructure will be setback a minimum of 50 feet from the seawall. Based on our visual inspection, it is our opinion that the above noted project should be able to be constructed without influencing the existing seawall provided the following design and construction methods are utilized to minimize disruption of the wall as follows: 1. Installation of a foundation system for the proposed 6-story structure and parking garage that does not transfer any lateral loads to the seawall; 2. Avoidance of stockpiled soils or materials within ten feet of the wall; 3. Replacement/reconstruction of the top concrete block portion of the wall. As discussed a structural analysis of the project will be undertaken over the next several months. Y P J Should the structural analysis determine that stabilization of the seawall is required; the proposed method of stabilization will be identified at that time. Please do not hesitate to contact our office if you require additional information. Sincerely, SN OF M SS U � TRUCTURAL m Michael Perham, PE No.C4 143 Structural Engineer/Managing Member Q909Fc,srEP`� �Q FESS/ONAL cc: Ms. Susan St. Pierre, Fort Point Associates �gONDITq� CITY OF SALEM CONSERVATION COMMISSION August 22, 2007 George Belleau 532 Lowell Street Peabody, Massachusetts 01960 Re: DEP #64-378— Construction of six story mixed use building-289 Derby Street, Salem, Massachusetts Deat Mr. Belleau: Please be advised that the Order of Conditions for the above referenced project will expire on October 14, 2007. If this development project is complete,you should Request a Certificate of Compliance (enclosed forms) from the Salem Conservation Commission. If this development project has not been completed, than you must submit a written request for an extension of the existing Order of Conditions to the Commission at least 30-days prior to the expiration of the order, as required in the Wetland Protection Act. If the project has not been completed and your Order of Conditions expires,you will be required to file a new Notice of Intent to complete this previously approved project. Please contact me at (978) 619-5685 if you have any questions. Sincerel , Carey Du ues Conservation Agent/Planner Enclosures CC:Joseph J. Walsh, O'Sullivan Architects, Inc. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY RECEIVED ELLEN ROY HERZFELDER Governor . Secretary KERRY HEALEY APR 14 2005 ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner DEPT. OF PLANNING& COMIMUNITV DEVELOPMENT April 11, 2005 George Belleau, Trustee, 289 Derby Street Trust Susan St. Pierre Fort Point Associates, Inc. 286 Congress Street, 6th floor r1- r1 Boston, MA 02210 Re: Request for Permission to Demolish Existing Structures Located Upon the Filled Tidelands of the South River,Salem,Essex County,Pursuant to Waterways License Application W04-1159-N. Dear Ms. St. Pierre: The Department of Environmental Protection, Waterways Regulation Program has reviewed a request, dated 21 March, 2005, which seeks permission of the 289 Derby Street Trust to demolish certain existing structures, as located on a plan entitled"Proposed Building Demolition, Source: Coastal Survey" submitted with the referenced 21 March, 2005 correspondence. The location of said request is identified as 289 Derby Street, Salem. The Department has determined, in accordance with 310 CMR 9.22(1)(d), that the referenced activities do not require an application fora License. Therefore, this letter serves as your written approval from the Waterways Program for the demolition of the referenced structures. However, prior to proceeding with referenced work, all othei appiicabie local, state and federal approvals must be obtained. If you have any questions concerning this matter, please contact me at the Waterways program at (617)292-5615. . Sincerel Ben Lynch Section Chief Waterways Regulation Program Cc. City of Salem City of Salem Conservation Commission WRP files This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1.800.298-2207. DEP on the World Wide Web: http://www.mass.gov/dep L^J Printed on Recycled Paper r Page 1 of 1 Frank Taormina From: Susan St. Pierre [sst.pierre@fpa-inc.com] Sent: Wednesday, July 13, 2005 8:49 AM To: Frank Taormina Cc: 'George Belleau' Subject: 289 Derby Street Hi Frank, As discussed Mr. Belleau would like to begin demolition of the existing buildings on site this week. I checked the files. The document was recorded BK 23728 PG 127 on 12/08/04 As discussed, we are required to install DEP sign (condition # 4) and erosion and sedimentation controls prior to preconstruction meeting (condition #18 and #19). Also condition #21 requires storage of hay bales and wooden stakes on site for emergency erosion control. I will get back to you later today to let you know when we would have the controls and sign in place. Susan St. Pierre Senior Associate Fort Point Associates,Inc. 286 Congress Street,6th floor Boston,MA 02210 617/357-7044 FAX 617/357-9135 sst.pieTre@fpa-ine.com 7/15/2005 AUG-27-20U OVUM FR*UITESTONE ASSO. +006 T54 5036 T-632 P.002/004 F-354 786 A+[suNrn,N Banrvum 200 WHITESTONE WATCNUNc,N;0706 ASSOCIATES,INC. 908469'777 ra 9x&7545936 . [wnaoTu�,Tn�.&CFOTrnauwu ENGiNau&eoNSURANrs vvrmwhttestoreRB�uccwn August 25,2004 QTY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT CITY HALL ANNEX 120 Washington Street Salem,Massachusetts 01970 Attention: Mr.Frank Taormina Staff Planner/Conservation Agent Regarding: GEOTECHNICAL INVESTIGATION 2"DERBY STREET SALEM,ESSEX COUNTY,MASSACHUSETTS WHITESTONE PROJECT NO.:WJ04-7129 Dear Mr.Taormina: As requested, Whitestone Associates, Inc. (Whitestone) is pleased to submit for your review this letter summarizing completed and proposed field investigation services for the above referenced site. The subject site is located at 289 Derby Street in Salem,Essex County,Massachusetts. Whitestone retained a drilling contractor to drill soil test borings solely for geolechnical investigation Purposes at the above-referenced site to evaluate the subsurface conditions relevant to their ability to support possible structures. Specifically,Wlritestone's geotechnical investigation included drilling seven soil test borings andusingmud- rotary drilling methods at the locations denoted a5 B-1 through B-5.B-5A and B-5B on the attached Boring LocrvionPlon. The borings identified as borings B•1 through B4,and offset boring B-5B were terminated at depths drat ranged between approximately 43.2 feet below the ground surface and 53.0 feet below the ground surface due to apparent bedrock at those depths. Borings B-5 and 13-5A were terminated at shallow depths due to an existing,buried concrete pad. Soil borings were backfilled once with excavated soil and surficially patched with asphaltic concrete,where appropriate. Based on analysis and review of the initial geotechnical investigation findings,Whitesrone proposes m r� mobilize to the site as soon as allowable to conduct supplemental geotechnical investigation which will include drilling up to three additional soil test borings,and rock coring at the supplemental boring locations. The proposed supplemental boring locations are also presented on the attached Boring Location Pion and are identified as PB-6,PB-7,and 5114, Odd Office Locations: ■ C,M T,PA ■S Er NG,VA ■ EVERCRNN.CO 215.393.8290 703.4645858 303.670.6905 AUG-27-2004 02:40PM FROtF*ITESTORE ASSO. +606 754 5636 T-632 P_003/004 F-354 afram*md WHITPSTONE ASSOCIATES,IPc. ce 220 o Saw%Namdu Aug=25,ZM �wr Please do not hesitate to contact us with any questions regarding these matters. Sincerely, WHUMSTONE ASSOCIATES,INC. Jeffrey W.SchaambuM PX_ Director,Geotechnical ServicesNe' E.J di Geotechnical Engineer NW& LicV pa�17Am7WR11291GLSmpdetiawyd Fn�e cowCMWY Swm SLPlmgfwt tbimA LWcelr7fStermwIW61era H •Ing.ofNm Fated . (MA} ENVIRONMENTAL & GEOTECHNICAL ENGINEERS &CONSULTANTS AUG-27-2004 02:49PM FROM-WHITESTONE ASSO. +908 754 5936 T-632 P.004/004 F-354 tv tz co c:7 11 i v_ M �r i� B / I C�a sTkEE� >e BORING LOCATION PLAN WHITESTONE AsocIATEs, INC. 786 Mountain Boulevard.Suite 200 CLIM OOMM gpiCMEOW,rc Watchun8,New jersey 07069 I Phone(908)660-7777 Fax(908)754-5936 MOM PRO,RCT#. BY: PRg1.M6R: DATE; SCALE: 289 OOW STREET MM &4LfA'1 ESSEX COMM MASSAp"EM 4099-7124 MC .RRS 8/20)9a 1'=30• 1 AUG-27-2004 02:40PM FRU NITESTONE ASSO. +808 754 5836 T-632 1`.001!004 F-354 � ��a /,�� .on meiux�Mx ewI.F;YARO J• ,�RWt. SURE 200 9oa.55e.7sn En"r0"MOntSl&CV0TMhftw4d Englne &CoArWrc nre FAX 906.7r*-50 6 waw.MiiEesunmssnc.tom r FAX TRANSMISSION COVER SHEET Datefrime: Aug 27. 2004 (3725PM) # of Pages_, including cover sheet Name Comoanv Fax No. To: Frank Staff�aaormina City of Salem (978)740-0404 nner Department of Planning and Community Development cc: George Belleau Town&Country Homes, Inc. of New England (978) 535-8398 Re: 289 Derby Street Salem, Massachusetts From: Jeffrey Schaumburg jschaumburg@Whitestoneassoc.com Message: Please find Whitestone's geotedmical investigation services summary letter for the above referenced project if you have any questions or comments, please do not hesitate to calf. Hard Copy X mil follow via U.S. mail will fallow via FedEx will not be sent 1/you do«otreceroe ai(graPa9as Jndltat6d,P►�tall(9osj 668-7777. Cwfam.PA Ogren OFica IoeaCionS: 26-le .B20'0 STar YA Euergmrn.CO • 700.469.5858 303.670.5909 , CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT MEMORANDUM TO: DEP File 464-378 FROM: Frank Taormina, Planner/Conservation Agent RE: POSTAL ERROR-RETURN OoC DEP#64-378 DATE: November 4, 2004 The Order of Conditions for 289 Derby Street DEP File#64-378 was send to the Applicant George Belleau by Certified Mail on 10/28/04 but returned on 11/4/04 because the parcel required additional postage. On 11/4/04 I hand delivered the Order of Conditions to the applicant, and gave a copy to Scott Grover, the applicants attorney. Commonwealth ofMassachuseas Division of Fisheries & Wildlife tffassW'N&Mfe Wayne F. MacCallum,Director October 15,2004 Salem Conservation Commission Town Hall, 93 Washington St. One Salem Green Salem,MA 01969 RE: Applicant: George Belleau Project Location: 289 Derby Street Project Description Demolition of existing service station and construction of a single, six-story mixed use building with 38 housing units and ground floor commercial space. NHESP File No. 04-16663 Dear Commissioners: The applicant listed above has submitted an Abbreviated Notice of Intent and site plans(dated 6/1/04)to the Natural Heritage & Endangered Species Program(NHESP)of the Massachusetts Division of Fisheries&Wildlife, in compliance with the rare wildlife species sections of the Massachusetts Wetlands Protection Act Regulations (3 10 CMR 10.58(4)(b), & 10.59), for the subject project. Based on a review of the information that was provided and the information that is currently contained in our database, the NHESP has determined that this project does not occur within the actual habitat of state-protected rare wildlife species. It is our opinion that this project,as currently proposed,will not adversely affect the actual habitat of state-protected rare wildlife species. Please note that this determination addresses only the matter of rare wildlife habitat and does not pertain to other wildlife habitat issues that may be pertinentLo the proposed project. Sincerely, 7 J. 7""1 RECEIVED Thomas W. French, Ph.D. OCT 19 2004 Assistant Director DEPT.OF PLANNING& COMMUNITY DEVELOPMENT cc: George Belleau ' Susan St. Pierre,Four Point Associates, hic. DEP Northeasten Regional Office, Wetlands Program www.masswildlife,org Division of Fisheries and Wildlife Field Headquarters, One Rabbit Hill Road,Westborough, MA 01581 (508)792-7270 Fax (508) 792-' An Agency of the Department of Fisheries, Wildlife& Environmental Law Enforcement ' FORT POINT ASSOCIATES, INC: 286 Congress Street 6th Floor Boston, Massachusetts 02210 617/357-7044 FAX 617/357-91.35 September 9, 2004 Mr. Kevin Cornacchio, Chairman Salem Conservation Commission City Hall ,r 120 Washington Street Salem, MA 01970: SUBJECT: Notice of Intent 289 Derby Street Dear Mr. Comacchio: Submitted on behalf of 289 Derby Street Trust, please find seven copies of a Notice of Intent to re-develop the Coastal Oil site at 289 Derby Street. The project involves,demolition of the existing structuresandthe construction of a new,'six-story,38-unit residential building and associated parking. The site will be landscaped and public access will be provided along the . South,River via a Harborwalk and adjacent plaza and from Derby Street to the Harborwalk via a 5-foot wide pedestrian path along the western property boundary. `Please see the attached Notice of Intent Form, Plans and Project Description for additional details on this project. Could you please schedule the public hearing on this Notice of lntent.for your September 23; 2004 meeting? If you should have any questions or concerns regarding this matter, please contact me at 617-357-7044, extension 201. , Sincerely, Susan St. Pierre Project Manager Enclosures: Notice of Intent PC: DEP, Northeast Regional Office (2 copies certified) Natural Heritage Program (certified) City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete thrm and make two copies. Date Received Amount Received ff2 o} Form of Payment Check Cash CHECK PAYMENTS: S ZI q write check number CASH PAYMENTS: write client initials Q Sign Permit Application Fee Conservation Commission Fee Payment received for Q planning Board Fee what service? 0 Old Town Hall Rental Fee Q Other Name of staff person r receiving payment Additional Notes FLEET BANK-MASSACHUSETTS 52119 BOSTON,MA U109 5.13/1/o TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND 532 LOWELL STREET - PEABODY,MA 01980 7/2/2004 PAY TO THE ORDER OF CITY OF SALEM **275.00 2 - 've and 00/I OOsarrsrrrrxxrrraxrrrsrxrsxsrxrrsrxsusxxrrsxxrrrsa*rxrsrrxxxxrsrwrrsrrrrrrrrrrrrrsrDOL- LARS CITY OF SALEM J Y DERBY ,1'005 2 1911. 1:0 L 1000 L 38t: 94 18/L8 fCopy 1: Client Copy 2: Application He c: COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY RECEIVES Governor ELLEN ROY HERZFELDER SEP 2 7 2004 Secretary KERRY HEALEY Lieutenant Governor DEPT.OF PLANNING& ROBERT W.GOLLEDGE,Jr. COMMUNITY DEVELOPMENT Commissioner DEP File# 064-0378 RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER SALEM DATE: 9/24/2004 10:57 AM (city/town) The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act(M.G.L. c. 131, §40): Applicant: Goerge Belleau Owner: Town & Country Homes or New England Address: 532 Lowell Street Address: Peabody,MA 01960 LOCUS,-., :,, 289;Derby Street-, IF CHECKED, THE FOLLOWING ITEM(S).APPLYTO THIS NOTICE OF,INTENT- ,, , A.-(X)-This project has been assigned the following file#.:064-_0378. Although a file#is being issued,please note the following: Project is located with a Riverfront Area and is subject to the performance standards under section 310 CMR 10.58. Project cannot be approved without alternatives analysis. Floor drains in parking garage cannot be discharged to the stormwater system. No stormwater calculations were provided with the NOI to validate the stormwater BMP's proposed. C.()Other Regulatory Jurisdiction 1. 0 Application has been forwarded to Waterways Regulatory Program to determine if a Chapter 91 License is required. 2. () Applicant is advised to forward a copy of the Notice of Intent to the Corps of Engineers for review(call 1-800-3624367 for information). D. O 401 Water Quality Certification The project described in your Notice of Intent requires a 401 Water Quality Certification from the Department of Environmental Protection and may require submittal of a 401 application form. See below for further details: ., 1! ().Based upon the information submitted in and with your Notice of Intent a separate 401 Water.Quality,Certification application form is not required. The Department has reviewed the plans submitted by the applicant and finds that there is reasonable assurance that the project or ... . t A activity will be,c'onducted in a manner that will not violate the Massachusetts Surface Water Quality.Standards,provided that: This information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://w .mass.gov/dep Printed on Recycled Paper a) the applicant receives and complies with a Final Order of Conditions from the local conservation commission or the Department; b) The Order of Conditions does not cause the loss of more than 5,000sq.ft. of bordering vegetated wetlands and land under water and/or the dredging of more than 100 cubic yards of land under water; c) any loss of vegetated wetlands has been mitigated with a minimum replication of 1:1; and is not part of a subdivision; does not cause the loss of any Wetlands designated as d) The project is not exempt from the M.G.L. c. 131, §40-the Wetlands Protection Act; Outstanding Resource Waters; and does not cause the loss of any salt marsh. Therefore,provided that the above conditions are satisfied,the Final Order of Conditions will serve as the Water Quality Certification for this project. This does not relieve the applicant of the duty to comply with any other statutes or regulations. 4 2. ()Before the activity described in the Notice of Intent can commence,you must obtain a Water Quality Certification form from this Regional Office. Please complete the enclosed 401 Water Quality Certification application form and file it with this Regional Office for review. 3. ()Your project involves dredging of greater than 100 cubic yards of material or requires a permit from the Federal Energy Regulatory Commission for work in"waters of the Commonwealth." Therefore,your proposed project is subject to 314 CMR 9.00 and requires a Water Quality Certification. Please complete the enclosed 401 Water Quality Certification application form and file it with the Department of Environmental Protection,Waterways Program, and One Winter Street,Boston,MA 02108. Contact the Division of Waterways program at 617-292-5655 if you have and questions. For more information please contact: Ms. JELL PROVENCAL at 617 654-6681. Cc: Conservation Commission: Salem Conservation Commission, City Hall I Salem Green t 0 3 CITY OF SALEM CONSERVATION COMMISSION City of Salem Conservation Commission Will hold a public hearing for a Notice of Intent under the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40 and Salem's Ordinance Pertaining to General Wetlands at the request of George Belleau, 532 Lowell Street, Peabody, MA 01960. The purpose of this hearing is to discuss the demolition of an existing service station and construction of a six story mixed-use building with 38 housing units and ground floor commercial space at 289 Derby Street. This hearing will be held on Thursday, September 23, 2004 at 6:00 p.m. in Room 313, Third Floor, 120 Washington Street. 1" / - c Kevin P. Comacchio Chairman September 16, 2004 Please send bill to: George Belleau 532 Lowell Street Peabody, MA 01960 978-535-1724 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 FAX: 978.740.0404 WWW.SALEM.COM f ' 289 Derby Street ENF ,•'S' x51 Site Area: 24,785 sf Commercial Space (2,200 sf) BZ 273 fFootprint: Open Space Lobby I. II Ij I jl Ij v 12,512 sf II I I . I li l_r I Parking& \\J, Circulation I r k I ry j�$r V I f0 s ,d et6 k; Facility of.Public ^Accommodation (1,900.-sf) IR I OF r to nt flar Ik Project Shoreline I 0 10' 20' 40' Figure 9 . CHAPTER 91 COMPLIANCE PLAN . source: Fort Point Associates, Inc. 5 �\\111/g//// • �� , • it y�� i.B.�s%iii�i'�ii`�•i•Oii"-�� N�B \�.;i• ��••, i%�®eBS�-...r..00JJ.•JJr•.•.p.❖....rr•.....r �'+:'.•r�/\�Q O:�•:• .j.�� °P�gJ ��yis ii:•::}�:�ii•%1:•ppiii•:.i:Nii� i!! �{1 J `�_, �.�\IIS" /I%•��dl ••�!j�:tC \,� / ■ Il,� ?��.�r��.�.��•iiS{•�•�{��•ii��i::�:•:::i::::�i::::::::::::::�:•:::::ii'•r�i�•�i•��••!}�'�\i�•��iii�`�•i•.. �''�_�_ �W♦.•w rri�i `°��•••• .••ice_ - ••1•,j� tiL,S�. �..- J"v" `_... ri I■ I ' i 289 Derby Street Chapter 91 License Application d'— vF. _ O O E _.. .-.. - 1 � i_/" •!� F"F. is i , ...... Y � -^fT• c Section A-A L ti. r t w Section 8-B a , (see Ground Floor Plan for section cuts) - Figure 10 HARBORWALK AND PLAZA SECTIONS source:Martins Companies I -':1u •�� t�. o- � r ma S top, c 4 a - / fil n.., � �r z �'� r m VX • . 1 •- JI • 1 • 1 C 1 1 ." 11 .- 1 / " 1 • - I 111 • 1 1 • 1 - . 111 1 . N�g��R� � 1A�91�� I�� I$ a` � �� ' 6.x.1 .�i�.S,r� i#�,� • , � r + i � '�htJ sFti ✓ a�" B x .! ppq g.,�. b""t �� ""fz`•mt Jq'tix _ y� � �� ,:d e f' X s ^' 8'r`9 1u f�'�.ls. �S�ak��, 1 Project#4-170 The proposed construction consists of a parking structure that will be set back a minimum of 10 feet ,from the seawall and a six story superstructure will be setback a minimum of 50 feet from the seawall. Based on our visual inspection, it is our opinion that the above noted project should be able to be constructed without influencing the existing seawall provided the following design and construction methods are utilized to minimize disruption of the wall as follows: 1. Installation of a foundation system for the proposed 6-story structure and parking garage that does not transfer any lateral loads to the seawall; 2. Avoidance of stockpiled soils or materials within ten feet of the wall; 3. Replacement/reconstruction of the top concrete block portion of the wall As discussed, a structural analysis of the project will be undertaken over the next several months. Should the structural analysis determine that stabilization of the seawall is required;the proposed method of stabilization will be identified at that time. Please do not hesitate to contact our office if you require additional information. Sincerely, �t OF A ST URAL Michael Perham, PE No,41143 Q Structural Engineer/Managing Member A'90 GISTEP` FSS/ONAL. cc: Ms. Susan St. Pierre, Fort Point Associates I� w 1 4:zr � + •9£ epi � •t 9 ; � / r� � I I J t Fpppp ' A 0 / n s II 0 u 0 r* G p Z N o z D ql v m LTI 73 y N a n m0 (� 10 o n ~ 2 2 0 rye o X sn F G R n TITLE: BORING LOCATION PLAN WHITESTONE ASSOCIATES, INC. - 786 Mountain Boulevard, Suite 200 Watchung, New Jersey 07069 CLIENT: BOHLER ENGINEERING, P.C. Phone (908) 668-7777 Fax (908) 754-5936 PROJECT: PROJECT #: BY: PROD. 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RBr.I R cIRB EdgNx w� �Y l__ 1 ''. ..mo N.m.anv+aEwnw Xa111tl A6r.�I.P9 W1r11VMa UCw Oa INs�WO `� R .... VJ - .• loe"YEI'"XN 'DERBY STREET ; .®IrCY M EIAVD EEW.1M DO mi"wvL (A.K.A. ROUTE 1A) owwEm Wms (LK.A. WATER STREET) - _p J _(P31L-V.�rH FAR) � IEN9E MMINV' _ V.RY _P-v IGHNt l¢.1%TVAIAMo e]LG.INE' - baa' 4YAV!IM W RY64V RYE: MPM2): oM MPIDc.ux --m--- Rox mlvmwm Uc.&M URE 5-7 BOUNDARY & TOPOGRAPHIC SURVEY e TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND SEE J GRAPHIC SCALE a� LOT DERBY SMUT NM 34' aX urA —w-w CITY OF SALEM, ESSEX COUNTY FrA Vo-I '---'— iAA-Ib COMMONWEALTH OF MASSACHUSETTS O Ilw:aWm W-II Low, a w l 1 IvcM-20 w JW.P.H. II - J.U.b 5-16-ON. 1"=2O' CWt16 T OF 1 1 � II 1 III III RAMP UP TO STREET LEVEL ' I• (PARKING DOW I TO PA,�KINC ((— IENTRANCE > I - 12 Up 314 I I� I EL.8.6 Q COMMERCIAL I < SPACE __ I �� 1i _� 2200 SO. F 2. 2 T. I i 10 - 9. I Ll2.o �l t: v I f 3 I -< 8H I LIJ 0 1� FACILIT Y.OF 6 PUBLICACCFSS _ IlIIi IFysoTH 2660 _0 _Fi. 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LOBBYAPE In y _ I6 BOHLEN ENGINEERING, P.C. r -CNi 4 C6tiL!.RG-iJWM1.MFE(7. +RML:i IL2 Y{n5 � E:MY.EMIIE,R4 4 5Tc PWM[R$•MLAK.mi GGNECAr• = W 017n rilut ry late THIS PLAN WAS PREPARED JTILIZMG INFORMATION TAKENi i Peu m� r60°r1 11 FROM A PLAN ENTITLED "GROUND LEVEL PLAN" PREPARED I I I eRniEa: � +a-m-�j/.4F�^i n°cFirhi.�`ovucem�u`4D J2'Z/H,•%m LAN Ri THE MARTINS COMPANIES, DATED SEPTEMBER 1, 2004- es Exec sm LANDSCAPING P cm°r sucR j W.D. GOEBEL S.P. DECOL'RSEY �WE �°°�°° I VG Y•MO9D n °RlT➢BF. mm . I i S DMYESSI°WLL FNGNFFp PR°iF551gI.LL EWJNFFR WO 07ne6 i8 wmem15,L6[w YYR�e!IDHlJMN � n[O[O.YD LL9H�R� ,mH w R,RI f6'.6 I tlY61M41tl°N GR 1 b'1{.�I_ IV. I , E �1 fIVSH GPMF- -' 'o 31 MP CNIPAMN CO4r' JI �./,1"-, `'EURO, RUN. EOC6 lD IItYF RVBBED IxISH. WXIIdt YLL SILVER NIERS tIILdiN![WC W WIRLYQ ARA @ YF. 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N• -1 I ICP I.WD'ND @ q0'THEN R. EO 51015 ME TO IAP Y95p 3E MOBJU SLOPE EFFORT NNIHWPION 61E[L b --- UNE SPEdOGRONS I I/2-(NN.)BR.CONC. WFMIND COURSE .S'TRIPIN'G . PING - '•( l Or.COWORSE 'WCL'Slr,nlCONC TYPICAL .S'TR AN °L ..... .... ATARF 3'DE BINR COURSE ........_ •..• °OMD O whoMY[ FAST.SUB-BASE PR°CI B•`MIN.) 1 DPAVfl B4C I.CNAIED - - RCCNS CaOx Ex13T.SIIB_GSE _ PROCLS4E0 - aim CDNC.MON cum B F TYPICAL, PAVEMENTSECTIO N i~' AIa[E® m D OMR, @NB.NP nxaHEo cWOB Nmroswr TYPICAL SIDEWALK SF,CTION 'd°i J"ORe�N@, NO @P��II IRdT AVCMOR BDLR Wlf:CO.�R EN TO KRifT PAYFNFM/HISE W"Ei HS NOT M SCA, DRERFR CDYTJAV � �MILLER�D� B@ aa{pL a)I OLY6 u �ry T h UPON CCYPLET°N OF OE(1iCNNGL RE"T. joY UNTO IWAW GSC RON CLf•WOJT (L M _ WRN LLf(51:1-R'AMC.CANOE) NR BQCIMS[IL'BI NI[I M pE @ UyC ♦ •l0•101N (WATER llprt)P DMMBfER. I naE I[iM[RBE N -wu[1aE a nE[ D "MA a@[ArtL a/exlan ww ��x T1®e 1�r ac. ` NICKER U IlPrx CCE CRIFT m • P ORATOR CURE, 5'NDPE .w:, amq[1 OBYC m In v C Rd)P EAN 4•P.v.c.@SER- ' - :C f7.,. R@ @ mmF t-..... aNl[5R dal nACA 5UaIYDE Z-0' (2)4-P.N.C.45'MRS W MIN IR Y•":: I ML/i LU. Cc.ERm SRINC A. OMMENT RINRx OWC "" D.W TVD• S'„ A. „♦'1-RFDJtFfl IYa MICRON BN!MCNIN '.1• `... NFW Cwt PAxdaT @ 0@N I IN m 5 m W N•sRWH N a •I 4'P.Y.C.SEWFR ELEVATION 2; O oO o TYPICAL UTILITY TRENCH° °°o o° ° E' CLEANOUT DETAIL NOT TO91AU TYPICAL DECORATIVE I O0g0900 ACT TO e Ot A•N1NCPUSNEOE,RNA T)P. - AREA LIGHT DETAIL TARI UIOA CWMNc N 1/2"-1'-ON CCMPnCIFD SLE,RWIE ,S. 1 -_ sti p4 LKJR PCLE t FERIAE agP/CRNEO ART:WANTS CRY ELECTRICAL 1E4.W 1'-U' r.url4rm•vR p sr rrr r,rnrW�rr pp �NCNA-M 1Hn TYPICAL VERTICAI, GRANITE CURB �” (NA)A.A-.Nd HOT TO SCn1£ T': ATI.1RAFFlC:LOWARROWS MEOIMP�T NO _..._.__. ...-_..-.... TO U_°REELECRVE YELLOW PAIN-PCR SPECS. 50• ML WRNN u.Dalc WAS. TRAFFIC FLOW ARROW �- LA 0 T— HERE: 'I CORND4 1`6 0.NL9 9E=11=N9 ._ NOT TO ACRE �� a....I4I PU1N VIEW B - R YBJJ r a [; nmNmxw r DILID RANKING S �{..r• WmApN W' 2'x19 To mraN cF s ue L T I �� d MtoWyNO zl LDGTEO so nw rt GNNDT eE i };Eeir .aL4Ng1Pf5LNsiNN7. L BYF IwBFHsCN1D17 WJ4'SB. n M.PARKED IV Ric BOR CURR OR Y As MtifNYE) 11RNWRo ie @ifr H-�- - N 'q 'NFMSsIIMNR 4 z) CON'iORN M LIXN Ccus ' CIGWED P.YWND y(E ' L N•6D �N „L OESY'ST.. Yrrr 61 r, YTNrLL _N, I A CURB o _ IT TRUE Y�P lsPNBwt @PND •• •LI• , �Ir �•Ir. JRO-Wf_ •� P W, XrI NOMI )T CWr.IE 1.1_ ,•_♦,/3• - f��' - r ROTI TIT TiNmnmcNVN.-La..E p/�>Wu R E� "STOP" SIGN U4' OE SECTION A A - FLOOR DRAIN DETAIL -= — 5•_S _ FMOWLAR I Nall 1111RIINGI, P.C. ry (JR M1S ft[OUWE9 6(CCOE) PAp1ER35 MINIPIIIB ROAIIl4 AIM i4NNE0.S T EVECNFEAS• FJlnl au4 MN6RWRN SOUTE®ORO, 11A 0IOO2 a,♦mn. °• �S: _ lu».1op (500) 480-9900 kL Pnvd1R STWPMD ME LwaONCS Aw CONS5 OF CRJCT TEO ROE,E,=R Puxt �E�! T'OAIN k COUNTRY NOINS UTC.OP NBIr 9NGLVJD Y MIhIE]TO 4 CRt SIINFnCE W'fEV 1HF IEYPCPAIIRE 15 RiFA:�i 1 n1AI 4tlf.PAN-SINL I//�11 V 'rm aw.s�"mr�w�"aa"..'oas"o» a..�• W P-R'.'E".."T: iRIE: I ANR)UI AI .L NN1w Ur 0015(Is wU FlW T.RLwhsR I I _.Y T. .r,,,.smr�.vr.....rrr•m...��rrrx•rs.x� (' LOT [OIL MUUP 4xlua c irnAlc OMEDP.urVrr CONSTRUCTION NI:I L: Ix1GLGXNR SYL®JL PAM SN"). - J Ill L� 641, VM )4 mnroftv ro TH=muv.xc•nvn sac1FED ( m4x� STAN°ARD°EfA1L �rvr J 499 -ROY SIRE,CRY El such DETAILS ESSIX COUCOUA�NASYOHUS W SYYB0.sW11 9E CEYTf1m N SIE NJ " AS CUT: �� HANDICAPPED STALL MARKINGS & "r VORTECnT MOO I-2COO rsnr�+-�•x'^ E W.D. GOEBEL S P DECOURSEY `DTE, M/C9 ..___ ®°^"f0r' VOREECMS•MOOEL2W0 E dtlY 3C FRBECE Ih DISADLED PARKING SPACE ° DEC6a. �` D EW°"°B" ° PARKING LOT..STRIPING DETAIL " PROR TON Nr a =ROFIMU)N ENGINEER WD W°♦09a]nxi0 ,! PAINTING DETAIL NOT ro SGIE „STOP" HARD DETAIL EROIM1VC'OY M-Q 0.T F9 q GAN UNIT - - ADHER= TO TOP UNIT W/VFRG-I OK CM UGIT ADHERES MN.ESIVE TO T03 UNIT IMPCRMOUS FILL W/VERSA-LOK - IMPERVIOUS FIL_ 12* PEEP OONCR'EIE MHES:VL, 12' DEEP SEE PROFILE REINFORCEMENT SEE PROFILE OGAWINGS YIm9r , i 1 FOR IFNCTN, TYPE.MD SPhINC 1 VERSA-LOK MODUTAR {�L CONCRETE UNITS i I RETAINED BACKFILL 17 I • 12"THICK AGGRcCATE -I�—L VERSA-I OK 12"THICK MIN, Ir,—TTT� UTIC AIGRECAIE - MODUTAR CONCRETE 12""THICK MIN. 9'�7I FACING UNITS 10AB' CIA - E%CAVATON UNE 4" DIA GRAN PIPE OUTLET m END 0'WALL- 03 ALOi O 40' CENTERS MO. - CRANUAR LN-LING FM VERSA TUFF PIN REINFORCED SACKFUL VIN DIMENSIONS COMPACTED 959 OFMXOMUM SCAI VF STANDARD PROCTOR DENS" J1 �4- DA (MIN.) DRAB. PIPE OUTLET O END OF WALL TYPICAL SECTION-UNREINFORCED RL1AiNNG WALL OR O 40' CENTERS MAX. _ SCALE: NONE SLOPE TO GRAN W/FILTER FABRIC ` I11 IMPERWOUS FILL CRANUNi LEVELVC PAD 6"THICK MIN. - .. PIN HOLES MO SLOTS FO*ONIPIN' FS FOR 111111 SETS CK WML CONSTRUCT I I WA15 PLI'(1'ING GftOCVE ' FOR HALF UNIT TN PICAL S-CTION-REINFORCED RETAINING WALL - --- - - .__ PINHOLE 0 -FREESTANDING GROOVE FOR MODULAR CONO'F-F UNIT O 0 FREESiMDINC WMLS J/4•GENERALNOTES VVSA-Tiff PINSTRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHEIC PLGNMENT. 2 PER UNR2. BENCH CUT ALL EXCAVATED SLOPES. -gECENWC3. DO NOT OVER EXCAVATE UNLESS DIRECT]0 UY SUE SOIL ENGINEER TO RFMCVE SLOT E C SLOT FOR UTE SMILE SOL STRPICHT Sf:81ANINNC WN IS - 1 4. SRC SOILB ENGINEER DMOS VERIFY 'OUNDATION 6015 AS BEING WMPE:cM I 16- PEA ]HE PESTIS I ONiR MU NAMPACTFI S. - " S. FKI INT. PM ISM I CONSIST 06 COMPACTED COMES SAND OR CRUSHED GRAVEL' 6"THICK MIN' P NNINC DETAIL 6. CONTRACTOR NAY 0'T FOR A LEAN CONCRETE PM. CONCRETE PAD SHA-L BE IVUM EFORCED, 3"THICK MAXIMUM. CROSS SECTION •� _4., �� ]. MWIVUM EMBEDMENT OF WAP. BELOW AIS GRADE SHALL BE fi" FOR WDLL SCA F:NONE 4 HFR UNI UMFR 4 R. AND WOODED. TOR WNIS OVER 4 Fi. UNLESS SHOWN BRER TMLY. 8. FOR UNITS TU BE 15OMPCOMPACT FIL!IN RtOM OF JNRS AT THE SAME TIME FlLL BE-0KD UMTS 18 COMPABE IN 0. DRAINAGE MGREGAF SNNJ. BE INSTALLED AGGREGATE BEI-ND AL TAE WALL WITHIN IY OF RIC TOP OF Tl if YIML. ORNWCE AGGREGATE SHALL NOT EO dIV BLL'JW VERSA-LO'C UNITTINA " --T COMP CRAOFTION ry :LL BE OF wALL - IBNR DIMENSIONS —JII 10. COMPACTION TESTS DE TO 95R OF MA%MUN STANDARD PROCTOR CEVSINIMU TM D-898) SCALE: NONE 11. COMPACTION TESTS SHALL BE TAKEN IN THE THE S INSOILEE THE MINIMUM NUMB!R Uf WITHIN SHALL BC W&LSIAF.J BY THE O SOILS ENGINEER. 12. COWSEE ELEVATION DBMS I FT.-O W EG SNTH BE UMRED TO FANO OPERATEDLOCATION REQUIRED. 13. SEE ELEVATION HALL BE OR GEOSYHTHETIC 1'PE, LENGTH AND PE LOCATION REOUIREJ. 14. TOGEOSYNTHOICFOL SHALL S PLOACEDTHOIC wNll AUTUREES I NSTAIAN PERPENDICULAR DRAINAGE MGRECATE _ W WALL. FOLLOW GEOSYNTHETC VANL'FACTURER'S INSTN IAT ON INSTRUCTONS AND DRNNAGE AGGREGATE - I - WRffIFN SPFCIFlfAi:ONS. cy t^Y.ny PERF', pRNN { 15. COMPACTOR SMI OIeFCT SURFACE RJNOFF TO AVOID DAMAGING WDLL WHILE yO;.LY" PIPE v }s� F�+g3 UNDER CCNBTRUCIION. 16.ANY STN_:F DRAWFIMMEDIATELY FEATURES, ALL IS CRADNG PAVF.MEM, OF iUR.'SHALL - o ' BE IOW APPD IMMEDMTOVI MTER WALL IS COMPLETED. 17. FOLLOW APPI.ICARLE RITIFN SPF OF THE MANJfMNRERS INSTALLATION INSTRUCTIONS AND WRITTEN SPFCIFICATICNS. e e e e IF CONDITONS PRE DIFFFFREKI INAN iHIDS6 SIA-ED I 1--2- IN --2•IN THESE DRAWINGS AND SP=CIFICATIONS, THE CONTRACTORFNTFRS AT I MUST CONTACT ENGINEER -RIOR TO PROCEEDING WITH 0-EN JR- J JOINT 2" 40 F". Gf.FNJ AT 2 20 FT. CENTERS THE CONSTRUCTION OF NE WALL. J DRAIN DETAIL _ DRAIN DETAIL THIS DISK COMNM SEVERAL CONSnRJCTON DUALS WHICH ARE INTENDED AS M AD WALL5 OVER 4; WALLS LNGER 4' (IF REQUIRED) IN DESIGNING ATFACI:Y[. DUflMI£ REPNN'NG WADS WG, VERSA-LOK STANDARD UNITS. SEA F. NONE SCA-E; NONE FINA_ DETERNINA-ION OF THE SUFMNLTY OF ANY INFORNATON OR MMIERML . _ I �!`/1Y�I"RF �� y/gy�•��}7/�9 �C. FOR TE USE CONTEMPLATED. AND SS MM\FR O= USE, IS TH_SOLE RESPONSIEILItt BMJIr7LYU b�F�I IC s, G OF THE USER. - -cw k CONSULONC ENGWEA6. plbM L WANNG S• I•I•ILLJJIIII fcvv P,Q ppynY'yA EN.tPoNYFlIf4.k 91E PUNtk16.Y:e11CmY.FHPXETRS• P")s+em 052 IOND".kB SOAD ,NMK,WcaN 90U'li®ORO,MA 01]]E woa4ia)m-mo PYO>oe-avo (508)AB0-99OD Laoy W. PnWECT: M4IR k COUNmr-eOLM .INC.-OP RBr ENG wm T11LE, CONSTRUCTION J PROPOSED CGNDJNIMUM A REFML DEVfLOpMENT - LOT/441, MAP x zB6 DERBY s9R('T. Circ OF SALEM DETAILS % �MAS:ACNOSETTS W.D. COEBEL I S.P. DECOURSEY _Nm N 09/09/p4 9¢ON E PlVX B': gg8[I It ' 9 Tu woa9n Q ctaxa n PLD . P,TDF�IDNN FHGWEeA PRGFE�SICWL-�1]NE-F __I_ND JJroiO OF 1" e �MP+rs�nn c��n�N' .yaouins u[p•l.xa.twxa • o _ Iff NVYS-R IID6C M.a10 0. wPYw W.B.0 t Y�Ew•��TIa9H K,10fO K NOH W.>f.0 IPV.1 d —mGlA.em1I OEIX ar ,. e SII I 1-1 2'x 2 RE-BARS. STEEL PICKETS OR _ WOOD OR PUSIIC PO51 2'x 2' STAKES 1 1/2' TO 2' IN PLANTING SPECIFICATIONS: AMA M'WO:BUSH so, sTAPLED THROUGH AIILC I GROUND, DRIVE STA<CS FLUSH FABRIC TO FO-T WITH IN-ES , 1. SCWq a WOM A PLW'IxG qls STALL DIC JUL WnN IC1'[L pOlIg15,WrtN TIF .NAA WY!XIN PiD1ELR10N 20NE/IR[E FOS! A INS WORN SMALL.CDN515I 0!PGiORYINO.CIZIAHO AND WImX Mi CL TIT[ONMCRp E.gOLT BALK TIE S 0, YNLL [pl.+WHO {I [p DETAIL 0=POST ATTACHMENT =a PREPNIATOV,WER GVMLVO,FLOWING Aw DRUNNA&. X�UIJ UWAIUXpLD EYDf. ULH PUHA pn S.DIE FENCE lU FIXLUM InCE CI11P ONE F�RIC (r DETAIL i'RHl3 TO INSTANT ON WCLUGN NL UBOs,YATfAW.S,1'WS EODU'MFM,µD ILYX NIF.D WRII MIF.MORRIS PFiPMfO SOIL YNTII OR B'FROM HANK-WNCi MF IS OR41ER _ ANY OGG YYLMEWv'2s Mf[FSSYLv=oR Ho CO ANON a IIMWEFLY: ._1-WWD!WINOW FEMcf W/51[fL PDS ANGLE FIRST STAKE TOWAHU ij TN6 GWEm. STAGES t8'O.Z.CI 24' MIN. STAT -SUI POST PREVIOUSLY LAD BALE f L WTGws 1 Iva-PEAT Mos BACKri FILTER FIC SRT FENCE (3'WIDE) Lam` A GENERAL-ALL MATOMLS SIN .Go EXCEED I PM'c.MANURE w wUAC - �y SAIMACATON5 M OUTLINE)IN WE MM9EOHWAY M OF J PM:9 T015CR DIY INVITE I pl , O.GNPILL FLOW „ •T - ROADWAY AND SOME CONSTRUCTION(1900)G MPRJYID ]I GRAM'ADMQfN'PINNING CASUIS M FOLLOWS: "' "M B WWE S,wW PENCE Law �I!•mit. 51 FLOW �� ~y L. EOIML ]%AMR S PG 1 ELL.PUHA I M iRfi O'J.Y9 t0 PRNFNT dUWC M N. 6 PLANTS-ALL PUYIS a.LG IIU:Ii 0X NOMA WIOWTI, ♦iML'l5 IM S IS AL M, -I GDM,FIXBT GU'' -1. IM ONUCONTOURS PLACED A [`F• ,1 + M ELL BOUND.GCE GWI D6VSE AND WSESTH, .N' IMLG NNIS(3)TWD TAGER P'R 1/Y DANT. IRFE DW!LIXFJIRFE PROIECTgN ZONE C, TOP.-LMW MLT.INNNG AN CIiGVK MM NO-ROSS 0!IRJNK WP[R MFA WTMN IRPP%M6f.IUW]RHx 10 WIT YE SOI • __+F , WOMEN O 5;,DIN RWM MEEM.NS-],B[FPFF a Do, S,YER REUNV UNDIMR3 V DW.NG AM CL YY CU 11WW!! Clff$(l WCOD.fl0U15.YEEE:MIF WT2n r Nx5M1Y'l1,JX MD CLAY tl➢M' y. 1NfPMED SELL OIL AROUND BE TAMI£0 OF PLEA W 1/2 OF PR. T� 0. NLSCN-CCIRL sNIEDDLD'M4MC0 BNU(VILLIN PILL PRFPANT SOIL S. COB4J.a PANT 1/]WAY,S 1'MV,.t WIRE GON iFNf£N/SIE4 TDE-IV METHODS ^ -„ - •. I\'. STATES IO'GC. INSCm PWT IMICrs. couPiTC Mol nu AND xA-G I BACM,Flu DRAINAGE AREA NO MORE OHM 1/4 AC. PER I00 FEET OF STRAW BALE DIKE 3 MRTnafR AND sox mx9nroxLA MdOUp4N ' - PERSPECTIVE OF FENCE FOR SLOPES NESS THAN 25S NOTES: A ORGANIC FEmuzG-SMALL DE Frmcrssm"CII StwGE E Al,'.PIAVrs Swu.BE SET SMO WT.TIEY BEW ME SAME WIATEN I MUNABO I. BALES SHALL 3E PLACED AT THE TOP OFA SLOPE OR ON THE W(M MWOLIL tCMGT a 1R MITOGENµD 2%IXDSF}OR,C To RHE REQUIRED MADE,K NO GORE M1{F SATURN.ENGAGE CONTOUR AND IN A ROW WITH ENCS TIGHTLY ABUTTING THE ADJACENT _ ASD,EQUAL ro'NR CHUMS'. BEFORE BEND GMSMAMEQ. TREE PROTECTION DURING CONSTRUCTION BALES. 0. p FERIiLIZGµD SEM.CONDETINER-$HALL BE'ORO- Moi-0 SCAIL 0, PREP RASED VAIN MSI,AS MOE M MAKING HoLi a _ INSTALLA-ION YGMTY MO MBAMc AND DCHWE HQQ,AND OF uM1 Mz 2. EACH BALE SHALL BE PLACED SO I'll, UINUINGS ARE HORIZONTAL. aOPHUNT EDI NMwtµo ED QQ MATER Mo Courosh9 To I. -%UVATE A R'X B•TR-VGi ALONG ME UNE OF MIVMINI pM:IUTA pB1uxGWO NOAMORWIDE THE SITE AKE AMMA M HUMAN WMR. MWUNTFD MMryS(J-J-1) MPLIEJ"o Lcx TBtl MD$EDITS Iv suw Mv,G M NO ro �tS ]: JNROST TFCSOLUTION FENCE AND AJ WAIL IH!'. HUSH EACH DR SHALL DRIVEN THROUGH THE BELE. THE FIRST STAKE W M ORMPS MR, wLMwAE 3a POTAsn ITS Toa xL4u5 AND WSMgp BAa FILLµD To WE MOST TUT ALL MATERIALS W 1. DO AR oP Y x WALL nL I'wxD.Mwlpl IaN51 AGAINST TFC BIDE (DDW'NSTiM F RM DI EC THE AN EACH SHALL BE DRVE-NTA ES TOG THE PSTAK-S $H UID E D AT tN NOME Acus TM RMlNO ha]M5 MomDDXU LMLIEQ. <ouM OF FOMDIi: TPENOX (NET SIDE AWAY FROM POW DIRECTION). AN ANGLE TO PORE- THE ALES TOGETHER. STJVIES SHAlE BE DRIVEN ]. HAWING aPW SMALL BE TIL SAME M MOHER AS ORE,L'x w Runs=. J. DRIVE THE POST INEO THE GROUND UNTIL hE .. E[XCnA WOnM,P ma m N.MoCRU NCTFNG IS Lh1NG ACROSS THE TRENCH BORON. FLUSH WITH '141F HALE. A LAER GAMO ROY.MALL IMUHNIF Ai SOON AM T.ME PDXIIWS r. NxRE.4L PROPOSED 1.1.9 QVTo-MWS.W NA. RJBBER HOSE ST. rn SITE As AVMIMLE.CONTRM.TI,ro on.WERMAHINE To A YN,a P BRMOMI1G WE.. W. IAN IHC TOE-B TOM OE THE MACH O A I W, INSPECTION SHALL OC FREQUENT AND REPA'R REPLACEMENT SHALL O/z DW mACxj DNDiSF WENCH NOTION OF THE TRENCH,RAI BE PHOMPILY AS NEEDED. MANMRM w MR=cRvux ALL IMMGWE cMSTROGwn.ME SHE .IODINE yID THE TRENCH AVD TAMP THE 601E TDF.-IN CAN 15 rU 3f MFT IN A GU4 STAT:AT TIC CAT DF FMI MM mQN. 9. RIWVD CUBA - - GAN.It dM15 - ALSO BE AGCOMPUSHF,D BY LAYING FABRIC FLAP - NL DCGN.wRRMLS.MU MOL!'s .BE PROPLMY SICONNuO A ALL GROUND COYER Y@M swLL RECENE A 1/4'UttR OF MO IURWuCAUCA CN UNUWIURU-D GROUND MD PILING k.TAMP- S. BALES SHAUL BE REMOVED BLOCK THEY HAVE SERVED'-HEIR OR DIN U M,ALL PAID SURFACES SFNL BE GRAM,FOM A HUMUS w W It.Ou TUN^UY VMMxW.1- T M m,w'm'MDDD IMG FILL AT THE BBE. USEFULNESS 50 AS 60-TO DLOCK OF IMPEDE STORM iI OW OR IXC GD OF BACK MAS FROM, BONN ALM DRA NAG=. r.MOn ro TIANTIAp alounD cprtn. 0. YLMAKO 0. SPACING AW W HTT M GROUND COLTJI SHALL BE AS MEAN ON T OM.NA MYNO A B K AND WMW GELWHARY"NO AND WISH RMtl.Z/]ITEC GRADIN].41 xIS9S MO OWBU SHILL 0C WO OUR BY ME CMMHM. _- :ICIGIr]PIR TRCC ROG9 AND DISPOMB a AT TIE COMNLIOPY PPEXSC. C. IMY"Ml AACT PUMIW DIVING LWCR,GO.MCTG EWV RAKER - STRAW BALE DETAIL ^W O IOPWIU4D WN.L 1XMWottY WATER DIVING GWIA. I __ [BM616D ORM[ TTP. SILTATIO_N__FENCE DETAIL J A THAN g TO Fn.W FORM IXCI6(.')YIMMUM MGM MNITA 4M II)T TD SG E 0. ALLCO SENT a rl MCAS SMALL BE 11CMEO Mlx A'RE- j I PAN PMi W55 NOT TD$WE Ta SCA IAYIAM M1 PMARING MZM. A UN ORINSHOMAD LA 1 I+NI IxM WNWOOF SPREAD CAREN A . DInIGEAT 3EPORE nXIL WIDSfKf wYECRDX. ENGLAND _ J PMS TCPSYL IMS F.AYR.REtrR INC(4') EMREM TIM IK ES UYCi COMER MEAS 51LLLL NT HALOED PRIOR TO AFS AR P.1f- ALL PURI SMALL BE TRMSPWIIED 'U PpCCWL A I'JUR INCH(.7 CGIPILIFD 1XIGXF55.TOpSCLL E]IGUS.. GP.-E4ESGt l0 SIF.MPLIEL M PG 1 PAW` F L I AT TE:LME CANE M R EMBE ED, NCYM AT TIE Sm.W N ..WY BF Lsto TO SUPME4L it VANUI.Y.IURn^R TY MM N. ., 1pP OF BLLJ.GOLD BWN.Ap I w RHE XLRSTAV PWl DTVII ___5¢CHART 1 J MENµANALYSIS PREM,1 ] Q.ROUT ANLL TO PNUND AND EURULPI A. it" lU. PxW GRMIW / I i�oNE-TI�FO p GO SA OLM OF W ST_TIP504 V1UZE0 IN M.PLWIING MVS MNKi ql LNCSMP®G M0...LLw15 M RECARID TC ENSURE M MMPTMIL A ALL AREAS W➢1 DL RTQVLD T HE COMRACTpI A SUSLWiY I AS 910MN. WMxC YGWM sUMTAVMLLY Bu s/MPIUS.1 PDOT a RVISI GRANGE. a-e'HP,Q L FOUND T am u, IS ALL UWN MJ PIAXrING M'Glti SWJL HL VNEW IU A MAti J.S-R DDED....WW AWN `XSNG Ci61'1'L -- w pBmME AL NREM ro DE PUM"d ro A cEPW SUP s•. Au Iwx AN)LX1ryR4 ELME xnx xD AMLm cxwa a suRFACE' EVERGREEN TREE PLANTING DETAILsA1R - [®�ERMOSED FTWY E CANATJx MO CYLTINUM sMNl SIE LMESS OTBRM4 DIRECIG ET LWCSMDE ARIJRTECI. !1. '�C��'�(�y�X{' L�O.iEO a AT DIE EDMWGIOB'N ENGEN. SPREAD EVML- SLY-AREAS AD9LFM TG THE p000WGS Atli SLOPE AMY. I NOI TD SAIFPJYENEE EPN:E IN ALL PUWLVG MCAS MJ DSL(2 WRECIIONS)IMO Ta 3 LIIIMWUYIIB 'JHTIWAE .•WRX 1M IUUUMM:ILP 1.EpC SSI.r.: C. ALL WMIYL MEAS SMALL BL ERMED AND MUNIAMEO TO 2-In'DIEMI MGIC 1RAA9MwA+� Iso POUNDS•cR0-PN91• AVOW IMF FLOW a suNeLE ATR. p FJmxc MC SUARW O Cws1M.'TIM 1W IOIMa NOBOULTJRAL GYPSUM 11. GJMMIILC _- B• 1 PM(iAi.MESS I GME NFO W6\E M POUNOJ Io1RaOM1(COURSE)30-0-0 EWE CMP A CONTRACTOR SHU GUMµIEZ ALL PJKTS FOR A-EPoW '_ 1 P.VC LTOW WJM M F]UT 1 J M1I •I Ivv OF DME(1)WAR FROM ACCEPTANCE a PER.OWMR O MO ES J PMS B OI .p An SECURE A W 1rJ .BOM PADA TIE COHIRMIM FJi 1G 1 x0 WILL OR MULCH SHAUL DIE TACE].AGAINST MAT LVRFYNS.IN UG Y S RLE 1XGWf11LY HU_USAGE MATTER MID WE TCA G M 12 R BCPJSM(IDR)W FIC YNOC OF ME Vx05PNi IMSNLWAS, ENNUM OI CLIVI. _ PAN Mout FUATNL MRIURE MINI WILL BE YEAMW AT HE CU4YWLTJIWI CA INE`o11NA.Ili ] MMM A' ROPE FROM TAM{M TOP W ISP HAUL MBL CxMLE MIx SON Co.. GP Nf6f ZUMLVG Spa TO GWAONE TFE SX1 MIJM 10 MAN FGOO AND aM5[5 A`INA IHPOCTMI 9Y TIE MYNG Oi OVINES FMD M'g MCN t/J'9 M RIOT M.L .'y'TCHOLL yDUX> FERAL I➢P:fO-C-..N411ERSAL W1ER.WJ ATEMRS 4Y COYGSIED BION.RELYI:LO TAN, REPRIESENtAW. X PUMIWC UNPIN SMALL 4L TR YWk UX ipWN M UWWx W.LOGIN.. UlS'G IS. 1.]PW XI P'F SHE \ MMS WIRE,BOB TMS.G MUMIpPM PRMFSSFt1 MANN,toUEQR Al. US GO ].•_4W_MUM DR.OF GLVER. ` BqT FONDLES MYAl10 W pRCG:TEC TI A FARM MOONµJ IIE PTnE IL LU'IJ:W I FUEMO[ .... ar OF REX&WIH IMNTPM&E LAF OR WOOD$, CLAN RECILL[D A UPM ME CQUPIFFOOR M A 1 PINNING SUN MI HFFUM I WNTU.10NNEWER I nl LIQUID NY LWCJML BY 1M SIRPLCIL AWO MIEIOU.'MM A I YJSHG TAx POMC DLCO TANCE.WE CO3AUMPOR MAL RCM'M NL (1/Y DM BUGIO 7_5, MMG EQUIPMENT,MO CEGB RESULTING FROM PM WORN DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NL PAYED IiMS SHALL BE G0.UM EIFAVFO MIO MC 61R LEFT NOT TO SCALE L Arm WJU,IF MAN MY W It(MVN I.WF DAY UM SOLI)Be M A HEAT AND MpPVAF MXDWON M MGWfD DIY WE Mau EIo( . ADC MO COMAGGIM FORD MIN(UP TO YR DY MONO ARD/CS (SCN S.WARRED R[PRCs[MA1M1F. ,GMvµBCD WM nµAN .� E13U.COMLY SND Mf BE USG R Mo.LS MIG TO - OUTS 1MSTED MWG TMC 9ME CWnWI M MUNE INR AN UR IM IDK No, MUJFMN TREES,SHRUM AND OWLX OtAMS M PRIMING,CULTVATNU Y ON WAbPND YPIIWCOMIWOF.IN ALIO GENIIS B(PLANING ON BASES MG MEMING M REQUIRED PER IYµTX GGMW` MESIME LAWNG ETMG]/3- E M. LWNM OR BUSS MT INCI UWIND,SURSNE'MC DRAMACC LIVE. SAM 5. TXNIN AM MGR.A7µD QUA sU+PoIOS AND M Er J ISR TR£ M GEIS MD MICROS TO PRO'S pWW]OR KmiCAL MEMBER AS 3'SIGI OEJ Y000T FxIMN[L"MNM W.(YORE THAN,S.SND)BY AMONG REOUWG. RESTORE M TRFUMG Mv WGWRMMS M ASP 'MM IWIMQOC MM YLIDN MORS WTIEi MID/OR M.yRfCDBO CLAY LOW UP 10 30% NOR EMM AS RQARG TO XE3 TR64 AND GROUPS FREE IV We-CI5 I SWCG VIM M]p5M5E IWWiEC G44pC F[RpT 6LOM a RONRY 1.OF SIpIE MOUNT 1 OF WEroIK MX. DEET dU I CIWCC wJMO TI5 IRM gWVT 4,.s O SOIL 9. PINING IWNIMX LMxS BY NATIONS.REBRUENL.W[ECWc.YOMIMG,RIOMANG PµVFOC Y%r I 1410 N IT R .1 MSIIEX=AND SOWS Ar THEW.MENDER LGM1pNi M PDT THE AND OOPQAAWNS Sx AS RMLXG,RFGLOM µ AttractG n Alp Attract "I ItiV MOBS >SR GINE LN;_SIMUZM FRx:MC MVE COWS, t w.WS MDl YCUPJ:1.WPMTW OF ME Lw%lA C MGRE.Ef=ORC M MQUWEU TO MMUSH A SINGTM MXMTAX D UWM,IM OF I PMt.LLWWf IXCAMVro PR5.WANG HECGSWw N}YSMENTS A5 IIFECIG. ETQOG qi BN[IAV3. I AT NPMM. (1)A5 M.gA®.ILEAL MpMNCE M GIME W.WM MUNNWWY. .•-5•TEnou MDNHD I I 1'BAItLl IJ. MA UCNWCE(AL.Mm MJ) IMMCTUIS 1 COST PT WORTH AFLR INITIAL 90-MY UMW[NMICE PERIOD. suDEMM 11 DFCIDIJOlJS. TREE roPLANTISCALENG DEEAJII S'PABILI_ZED CONSTRUCTION ENTRANCE I, WT To SENC Ip•STAKE INN UNIGICH ¢ PVNTMO ROD \ SCN:V. co.o.SINEW JO•E.O '�J MCWIJMTE 2"OF PDT WIN 0 OI MANUING GTR NARK SRpfYD I 3/I9'X(YE(AL RWM- 6DP..WM �/�{�pq. y�Ipy�gB��p[ BI�T��q��`Fq��p�'I {��yp qM�:gB�� ,ql 1gr��C�IpQ P/� 1 MIY SHMU D� I 4WX MA LEQ R Td 510 CE WR NArWt,LRAW N F �V�Y�Y®Y dvBY{19�DI� YY MY_YY -•VN CONGESTED MAK RLIEq AFIFAT tKR'S1CXY !/IC[. ACRAL GGI,c FWSMfO GIME 1 ],IAANMD WCFOR 0 RUMORS-S- . INLR PMRIC MoN F R�YAU-CRAL at CONSULTING ENGINEERS- PRNFC(EW2MJT�P� RSAQµR 511E PIMMJSN YLNot FIJGIM➢s• PANNED. Xn.AAm:A NIGH to SDUMBORO, MA 01792 P.ME RNF-- I;I I� INLET FILTER DETAIL PRW C ""R;C(UNTHEY BDMFS. DNS o: �wrn FILE: �E - _ CONSTRUCION WARAM't IOPSDIL I SIV v NOT TO SC F 11 D SEO CON WADUY a RETNL OEYFLOPMENP . _ l 299 ulRr SMR em oP sAlEv DETAILS HF GING.MID uxMS'IRYBG _ .• I II 3•W.DYER OI GMr L; _ M oB/M/oE 9ELT IA[ ESSE%roUNR MM SETS I-III III-III sAc pALWD GEM JQ•O.C. ,Gp$O1L___ IWEA'pA LM HDLG ,R. - _ I W.D. GOEBEL S.P. DECOCIRSEY NGEp -tl l- 1.11 - a.IS. 'WW"M GROUNDCOVER/ANNUAL PLAN'I'iNG MIRNI ME.BMRIG rM4c VWISMIaED sueGLD[ 8 rAc ND.o9n X01 10 YXIt NF_SSC)NM IAf.IXFIR FROFESyUXN.iNGNCER LAND WU 9}7Ooi0 OF 11 MULCH BEDllING INSTALIATION DETAIL "%`M`�v Mai xm To sMLE a r m ¢Mfdlpp OC%- MR CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF TH REGISTERS OF DEEDS . VOH OF MgSS Cy 9 STEPHEN P o DeCOURSEY CIVIL ti No. 36424 gOFF FGISTEPE��d�� SS/ONAL ENG S ATURE - + < �w a Y W p Rs w z x W o W Q6H � 3Z iT+ 5 Z i Wo illl (7 p m z J <¢U g W ,ss i � Q W W y J 0 o � w z v tz 2 v Y x O 6 t O o WR o N � M Z - Ln J r' mLo N� O c� c. N N �V x z f q U A 2 wy CA -pie I `z SH OF Af4S um 000 ooLL v�ao�000�= y�F' �[S STEPHEN P G p �MpN� pM `O 1 x + + o+t+ + + + a DeCOURSEY CML '^ . 36424 q. z'v� o c�N aq Yi o f o f O FGISTE LONA m Q J ZJ BUILDING CROSS SECTION SHEET 5 OF 5 DATE: MARCH 15,2005 I CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS . H OF Mq STEPHEN P o De RS CIVIL '^ No. 36424 qPo�SS ONAL ENS' SI ATURE PROPOSED INV OUT=10.04± - APPROX. LOCATION OF \ HISTORIC MEAN LOW WATER \ UNE 11'-8" C.I. \ 53' - 8" C.I. PROPOSED PROPOSED VORTECHNKS MODEL 2 S=O:01 N S�5=0.01 RINV OVT=10.21± PROPOSED OUTLET TO B E STORMWATER 0NIT Q T1j FITTED WITH TIDEFLEX RIIMVARES VALVE OR ROVED 29"INV IN=10.15± W EQUAL (TYP YS) - INV DUT=10.15± 119.3p• \ - 3 N ' PROPOSED TIE-IN FROM �o PARKING GARAGE DRAINAGE SYSTEM AT INV=10.62 i .' 214' - 8" C.I. :...._. ..._._. S=0.0085 ° 180' - B CI 43' - 8" C.I. S=0.01 --- S=0.01 75' - 6" C.I. - ,r 32' - 8" C.I. S=0.003 m S=0.01 CO PROPOSED "WYE" CONNECTION - INV=11.23± INV (TOP)=12.00 - - PROP. 9" YARD .I DRAIN (TYP. OF 5) PROPOSED "WYE" CONNECTION FLOOR DRAIN #1 INV (TOP)=12.04 GRT=14.12 • • I0=12.49± ro ' 6" C.I. S=0.005 2' 6" C.I. 2' - 6' C.I. S=001 (TYP. 7 PLACES) S=0.01 (TYP. 6 PLACES) CO • APPROX. LOCATION OF INV=11.99± CO TORiC 128'± (DEED)',' NV=11.99± WATER LINEEAN HIGH FF• O -- , DE79M5 ET• APPROX. LOCATION OF PROPOSED B" SANITARY SEWER CONNECTION - B" C.I. 5=0.02 (CONTRACTOR TO VERIFY'EXISTING INVERTS AND COORDINATE CONNECTION WITH LOCAL SEWER LOCATION OF PROPOSED 8" CAST • DEPARTMENT PRIOR TO IRON SANITARY SEWER SERVICE CONSTRUCTION) LICMENO. 11312 H OF AtySs _ Mw FED e 9 20 - — - ELEVATIONS REFER TO MLW=0.00 �� STEPHEN P yGm UTILITY LEGEND o De URS w ® CATCH BASIN . 36 CIVIL ® MANHOLE CAST IRON PIPE CLEANOUT GRAPHIC SCALE INV. INVERT 40 1 UTILITY PLAN GRT GRATE SHEET 4 OF 5 IN FM DATE: MARCH 15, 2005 I CERTIFY THAT THIS PLAN , AS PREPARED, CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS . ,A OF MA a�2� STEPHEN P �G� c DeCOURSEY CML '^ No. 36424 APQc�,F019TEA�� SS)ONALENG T RE NOTES: 1. THE MHW AND MLW LINES ARE ADJACENT TO THE EDGE OF SEA WALL I IN a E 3 kZ APPROX. LOCATION syr- RAISED PLANTER OF HISTORIC OM ^ SEATWALL ON ROOF LOW WATER LINE 4 SEA WALL CAP AT DECK GRANITE 6" CONCRETE RIVERWALK STEPS PAVEMENT \ LIGHT POLE AT METAL HARBOR PLANTER WALL ON RIVERWALK (TYP,) RAILING FOOTING \ rrT \ EXTENT OF SLURRY so v 1 H le,WALVER �C PROPERTY LINE CONCRETE -> �- \ CORNER STEPS - PLANTER WALL ON PLANTER FOOTING DRAIN METAL ACCESS _ GROUND COVER GATE-OPEN DURING DAYLIGHT HOURS; UfDOOR PLANTER DRAIN FIG. 3.1 DINING AREA 72" METAL PICKET BRICK PAVERS, �_ —LIMITS OF PROJECT FENCE TYPE B c SITE SEAT n UNIT AVER FENCE AREA DRAIN, WALL STRIP;TYPE A FEATURE Imm"4111\4Y METAL PICKET6" CONCRETE PAVEMENT TYPICAL GROUND COVER ` L IRRIGATION RAIN BRICK PAVER ON SENSOR CONTROLLER CONCRETE BASE LIMITS OF PROJECT EXISTING CURB (TO METAL PICKET REMAIN) SITE PANELS PROPOSED _ RECONSTRUCTION OF APPROX. LOCATION -- EXISTING 5'-3"} OF HISTORIC MEAN WALKWAY TO BE HIGH WATER LINE 6" CONCRETE PROVIDE BASE COVER 11 _p•} ,�.. PAVEMENT FOR EXISTING LIGHT METAL ACCESS n GATE-OPEN DURING GRANITE CURB DAYLIGHT HOURS; LIMITS OF PROJECT FIG. 3.1 SITE BRICK PAVING, EXISTING STREET RE EXISTING, BE TREE, PROTECT RESET /- - - - - - - - - RESET GRANITE CURB EXISTING STREET LIGHT HANDICAP RAMP NEW STREET LIGHT, Di✓' RBY STREP,T STREET TREE PLANTING d POLE, (PROTECT). SIMILAR TO EXISTING DETAIL TYP. SIMILAR TO RESET BRICK EXISTING BRICK PAVER FEATURE "OFMASs4 ao ,. a zo ao Sia-wunaE STEPHEN P Gm L°`I°plc�uL� 2 O DeCOURSEY ( IN FEET ) or UISNC BUIaDINC new - V CIVIL BUIMINC LOLK COVEF No. u n 9 Ia_ e O FOIS P a^ 501J eE I.T wI. FlNIAl HINGE LhTl LANDSCAPE PLAN FIG. 3.1 METAL GATE SHEET 3 OF 5 wu:iµ•=r-o• DATE: DECEMBER 8, 2005 I CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS . Fat STEPHEN P � o DeCOURSEY CIVIL '^ No. 36424 g9pcgFpI3TEP��0� FSSlpNAL EAG\ NATURE a¢ PROPOSED HARBORWALK APPROX. LOCATION OF .n \ HISTORIC MEAN LOW WA1ER \ UNE \ PROPOSED PUBLIC PWA AREA LANDSCAPEDPOSED AREA SQ LITH RI R \ APPROX. LOCATION OF MEAN HIGH WATER —(NNW) LINE (ADJACENT TO SEA WALL) PROPOSED METAL D GATE APPROXI-LIMITS OF PROPOSED CONCRETE OUTDOOR PROJECT SITE (TYP.) WALL WITH RAILING I DINING' . AREA _ PROPOSED 10' SIDEWALK 22.0' 3,S �X PROPOSED CONCRETE 1 O I/ —— —— WALL (TYR) FACILITY OF PUBLIC G6vV Q T I ACCOMODATX)N (2,660 SF) PROPOSED RAMP TO LOWER LEVEL PARKING GARAGE a I o— PROPOSED SIX-STORY I BUILDING b II �APPROX. LIMITS OF 0 1 PROJECT SITE (TYP.) PROPOSED AT GRADE ACCESS/PARKING AREA COMMERCI L SPACEI d _ LOBBY(2,200 SF) HISTAPPROX. LOCATION OF HISTORIC MEAN HIGH WATER LINE PROPOSED JGATE — PROPOSED SIDEWALK DERBY STREET 4 , ABUTTERS LIST 1- MAP#34, LOT#440 - SOUTH HARBOR HOLDINGS, LLC P.O. BOX 677 SALEM, MA 01970 2. MAP#34, LOT#441 GEORGE D. BELLEAU, TRUSTEE �pV,tH OF 289 289 DERBY STREET REALTY TRUST .6 OP U4 2� "9�y 532 LOWELL STREET �O STEPHEN P GN PEABODY, MA 01960 o DeCOURSEY CIVIL- No. 3. MAP#34, LOT#442 AMERADA HESS FAC BUSINESS r TAX DEPARTMENT 21334 GRAPHIC SCALE sr ONE HESS PLAZA WOODBRIDGE, NJ 07095 0 0 20 40 t GROUND FLOOR PLAN IN FEET 1 SHEET 2 OF 5 DATE: MARCH 15, 2005 I CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF T REGISTERS OF DEEDS . SH OF M.4 02 STEPHEN P o DeCOURSEY CIVIL `^ No. 36424 A'�o��SOTSTEP��"e NAL SIGNATURE SIGNATURE NOTES: 1. LOT SHOWN ON ASSESSOR'S MAP #34, LOT #441, IN THE CITY OF SALEM, ; MASSACHUSETTS. 2. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHICAL PLAN" PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., Lymit yx ya.a, �- DATED MAY 18, 2004 AND REVISED THROUGH JUNE 1, 2004, SCALE: 1"= 20'. n 3. ELEVATIONS REFER TO MLW=0.00 ;, FrmM Jt. " Y y`, LAI1 4. TBR = TO BE REMOVED ISa{ein ti Oe verb; yH�91151 Dordge$11 GRAPHIC SCALE EXISTING GRANITE SEA WALL 3 jap 1- r- W,dst 40 0 20 40 (TO REMAIN ae`•+U� 1= ti {y._ "7 IN Beer 1 \ APPROX. LOCATION OF NO SCALE FLOOD HISTORIC MEAN LOW WATER FLOW -- \ LINE LOCUS PLAN EBB DATUM: MLW 0.0' OF MySSy FLOW \F°2 Lr\STEPHEN P � SO(JTilRI\ APPROX. LOCATION OF MEAN V \ LOW WATER MLW AND MEAN o De URS N 83.21 I + EP ( ) � IVIL y g. W HIGH WATER (MHW) LINE 12832, (ADJACENT TOGRANITE SEA . 364 3 WALL) 41ST L T �o O PREVIOUSLY )"ELOPED AREA �,. .�:• _ . -1252 / --13.52 52- i / 8' HIGH CHAIN LINK — -14.52 — FENCE (TBR) I EXISTING FRAME SHED it (TBR) L 45ti Il EXISTING I STORY MASONRY BUILDING (TBR) G 2 EXISTING 32.5'x24' EXISTING U.G. FUEL CANOPY (TBR) a ] STORAGE TANKS (TBR) N -� -" CONC. ISLAND " O EXISTING 4'x1 IS CON". FUELING I'.._ ------ / MAT (TBR) z ISLAND (TBR-TYP) f APPROX. LOCATION OF HISTORIC MEAN HIGH 1128'f (DEED) g,C " ' WATER LINE , z, - - - - 14.52- EXISTING FEATURES —� DERBY STREET PLAN SHEET 1 OF 5 SCALE: 1 "=40' ll3 (2 PLAN ACCOMPANYING PETITION OF: TOWN AND COUNTRY HOMES, INC. OF NEW ENGLAND TO APW" bV Dq=Wmvt d REDEVELOP SITE WITH A CONDOMINIUM AND of haamduaaftf� RETAIL DEVELOPMENT, ON PREVIOUSLY FILLED TIDELANDS ALONG THE BANKS OF THE SOUTH RIVER, AT 289 DERBY STREET, SALEM, ESSEX COUNTY, MASSACHUSETTS. MARCH 15, 2005, REVISED DECEMBER 21, 2005 `� u w P: \surveys\2004\C04114\vvmap1 . tif w w 104816M968'I SO U7 016 JJ'' T7o sock eWb�O N 83° � 7��// LOCUS MAP 2 "� ��// ®2MODeeaeme.SUM Ad=USA sen wA 1 19» A 11V¢�p�, x W 040 9W '" g1} ( GRILL HOLE �\ cRANr Dc a x FOUND NOTES: BLDG. ON LINE __ E k K P E a6° 129.32' \W y34i 1. LOCUS KNOWN AS LOT 441 AS SHOWN ON ASSESSOR'S MAP 34 OF THE CITY OF SALEM ROCK SEA WALL ow` 6bo ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. Ba oW 641 2. AREA = 25,043 S.F. OR 0.575 Ac. 10 blN �6>i � \ 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE \ BASED ON MARK-OUTS, BLIVE RSTRUCTURESND TWERE SBACCESSIBLE ELD, ADEMAS LISTED NTHE REFERENCES AVAILABLE ATTHE TIIMEOFE SURVEY. AVAILABLE ASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL I 666 MAP 34 I UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL LOT 441 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY ® N/F LANDS OF THE PROPER UTILITY COMPANIES. GEORGE D. BELLEAU, TRUSTEE p6" 289 DERBY STREET REALTY TRUST x66N \ 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY D.B. 21356, PG. 130 CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. U�, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO MN THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. IRIv=sei 5. NO STATION PERSONNEL WERE PRESENT AT TIME OF FIELD SURVEY. TANK SIZES ARE UNKNOWN AND TANK LOCATIONS APPROXIMATE AND SUBJECT TO FIELD VERIFICATION. MAP 34 / _y- LOT 440 Cc 6. ELEVATIONS ARE BASED UPON NGVD 1929, REF. USGS MON. #19, ELEV.=13.695'. N/F LANDS OF / SOUTH HAR30R HOLDINGS, LLC x676 // __ _ -1--10- 7. LOCUS IS PARTIALLY LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING) AND D.B. 14,66, PG. 215 EV `9\`� �� _________ PARTIALLY IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS AND FLOOD -- FLOOD ZONE A2 4 GT6 Np71 HAZARD FACTORS DETERMINED TO BE 10') PER REF.# 2. 961 (SEE NOTE 7) 1 0' h I if, MAP 34 I x a LOT 442 f--EAVE-_3 WOOD ( N/F LANDS OF 1 STORY AMERADA HESS FACILITIES STEPS I BRICK BUILDING BUSINESS TRUST NO. 1998-1 FRAMED$=11.42 - I D,B.17202, PG. 244 MASONRY ,10- SHED ' ' '_ 2' o7N REFERENCES: 9?,1 WALL /� `�r0\� I / \ 1 g6N / ,oY� 1p4N \ ) � II ( 1. ASSESSOR'S MAP 34 OF THE CITY OF SALEM ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS, 12102 911 9W eW 1G21 \GAO EDGE OF PAVEMIENi `\ \ VENT \ �� I 4 9 GATE 8' HIGH CHAIN LANK FENCE 99} ,O6 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, A.G. TANK Ds.=tl.os F.F.=1os5a \c Bojo GniE® • 105 '- CITY OF SALEM, MASSACHUSETTS, ESSEX COUNTY, PANEL 1 OF 5", COMMUNITY-PANEL NUMBER G I tc 1006 250102 0001 B, MAP REVISED: AUG. 5, 1985. 98G 1049 � 918 I^ G � FLOOD ZONE C �� / I 3. MAP ENTITLED "LAND OF BRADSHOW LANGMAID, DERBY ST., SALEM, MASS", DATED: SEPT. 1964, 1 STORY D.s.=10.94 (SEE NOTE 7) l \1p_ - FILED IN THE ESSEX REGISTRY OF DEEDS 50. DISTRICT AS MAP NO. 502 OF 1964, D8 5219, t BRICK BUILDING g76 PG 460ON OCT. 30, 1964. 1 \\e} 1prL G9 � \�9�a 4. MAP ENTITLED "PLAN OF LAND IN SALEM, MA, 289 DERBY STREET REALTY TRUST", PREPARED BY: i 1 STORY m SO 89 APPROX. LOCATION U.G. FUEL ¢� 3 to- 1°iv STORAGE TANKS (SEE NOTE 5) \ �e_cMc A,. '"' '• COASTAL SURVEY, DATED: SEPT. 17, 2003. -' MASONRY BUILDING 3 G A0 /' 1109\ - ® 5. MAP ENTITLED "ALTA/ACSM LAND TITLE & TOPOGRAPHIC SURVEY, AMERADA HESS CORPORATION, g ® oo w a L=roau uN 1 295 DERBY STREET, LOT 442, ASSESSOR'S MAP 34, CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH w !/ ® • METAL COVER z F 17 // Im 1 OF MASSACHUSETTS", PREPARED BY: CONTROL POINT ASSOCIATES, INC., DATED: 1-22-2001, LAST } V' / • (TYP) o INN=6.21 PAVEMAEM� /) KV--B'� REVISED: 8-13-01. \ ITLL#\ONC//'• // 0) (CONDUIT \ rMAT FILL DS:10,64 O.S=10.65 D.S:11.19 0 ED.1 N7 V 1p15 5E CONIC. WALK 1097 "' FILL // ' \ 3E 60 A0. 1�g1 1089 ® i0 METAL COVER ® 41 1048 \ 10. \0 t�, 54 1G 1069 (TYP) (SEE 0 6} U APPROX. LOCATION U.G. ELEC. TEL 10 1048 I //w \\LINE PER UTILITY MARKOU7 NOTE 3,0 AGPOOP F ! \054 I1M 11 / COLUMN FUEL DISP I ASPHALT f O // INLET \ ASPHALT J }4 (TYP) (TYp) PAVEMENT I (/ � CRT=9.41 \0 'a / INV-7.06 /-PAVEMENT / o LD. SIGN I 2 \\ MAT,/ D "COASTAL° 1010 \0}6 ~G y01 ® \ 1 %10}`' CONC. ISLAND 61\041 0 0}} CONC. \� (TYP) ® / }C NO{0 CONC. CURB • BLDG.ON LINE l ,p 10 1013 P.S.B. \ G9 DIRT \ \G:56 �>� f 1128'3 (DEED) RR SPIKE Gg61 AREA RR SPIKE D GRANITE CURB N 85'00\50 E ,:_ D.H. CANOPY '125.17 \� FOUND 965 110.00' FOUND UTILITIES: \\ POST G\0. '1C�O B tG ,pjS / 1O�N-----10-CANER METAL \0�7 Da -�_ qBS -- 08A 961 382.87' G G CONC/�L- E- ---�_ '1 G CON(R. WALK\0 6"\ 996 ° METAL THE FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE \ PAY PHONE - -VIVA E----- \ m --- POST , POST CONIC WALK (1-888-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING \ ,r ERIC 1 A2 / ASPHALT g68 A 61 g64 . \0. o c9 AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS e} PAVERS 971 APPROACHX _°i __ _ --- 21 94° BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. \ x10 6" o __ -EDGE OIF 12' PIPE G 99b GRANITE C �G 1 ,�1� APPROX. LOCATION U.G. ELEC. LINE PER 9 SAN MH : PLANTER ,o -uuLpY MARKo1rr SEE NOTE 3 INLET \ SERIAL NUMBERS 20041905327 _ ( ) aI I PAVEMENIT BRICK PAVERS INL EDGE CF NUMBER(S): RIM=11.19 METAL __ O 0 �0 10'I� INLET ----- �„ _ERT=9.65 L - PARKING TC=10.07 PAVEMENT 807=3.41 p o STORM MH INV=6.3ZA -t0---- - NO PIPES 3.4i ( )� o -_Q w GRT=10'04 )f-DETER CRT=9.52 _ - _. - - - -- ( VISIBLE) oy' ° WHITE LNE ZG�p 4T a INV=6.29 RIItM�-15.2}�I Ip INJ=S'B4(B) --,R N�j_h32= - - 1883 LF 48'CHANNEL PER REF. #5 (NOT FIELD VERIFlED_SEE NOTE 3) _ - _ - _ UTILITY COMPANY PHONE NUMBER pNN(ED G f wv=4.at_B -_ -�_ _ _ _ _ _ - - - 1881 LF 48'CHANNEL PER REF 19 MASS ELECTRIC COMPANY (781) 388-5000 tG1�,1p\ A B - 14 PIPE-- � �- -E APPROR LOCATIGN U.G. ELEC. LINE PER MH SAN (NOT FIELD VERIFIED.SEE NOTE 3) NEES COMMUNICATIONS, INC. (508) 389-3300 - E -� RIM=9.37 KEYSPAN-BOSTON GAS (978) 338-4000 --- - / UI MARKOUT(SEE NOTE 3) VERZQN `978) 777-67D0 9} 10 ,011 INV=-0.93 l)( S} _ UBLE YELLOW LNE / ELEC MH \0 5731 STORM MH /C \\A RIM-11.72 ,11 RIM=10.32 CO MCAST INv=an ,\>6 1 YELLOW LNC Qy`,✓/// STORM osz / ON TARGET LOCATING 800 598-0628 PAINED DOU11- E\ 0'L INv=5.23(0) 1078 'T- 1048 36 LEGEND INV=4.5±(C) PAINTED WHITE ENE DRYWELL \0 RIM=10.69 ---123--- EXISTING CONTOUR TOP-8.4+ELEC MH a APPROX. LOCATION U.G. ELEC. LINE PER ELEC MH -11�' BOT=-2.0± X 123.45 EXISTING SPOT ELEVATION RIM=11.22 - -- RIM=10.36 UIILITV MARQUE (SEE NOTE 3) _--- -- 109} PAINTED WHITE ENE ,016 - J/J TEL MH / X TC 123.45 EXIST. TOP OF CURB ELEVATION RIM=11.09 _ X G 122.95 SAN MH -- E-� EXIST. GUTTER ELEVATION BOM=11.03 G1°54 ,p n0 GRANITE CURB X TW 123.45 EXIST. TOP OF WALL ELEVATION (NO PIPES IDLE) G G�0' G g71 969 1 G X BW 122.95 EXIST. BOTTOM OF WAIL ELEVATION 'TIFF FF�I T��I,��'1 P �Ij'1 �11�1 1 �,1 L INLET GRT=973 X BI 122.95 EXIST. BOTTOM OF ISLAND ELEVATION fINJ,� 1((-� �iY I��I�'RRRjjj 1111' IIIIIIIll111 GRT=s 73 VN (A.K.A. ROUTE 1A) (`No PIPE VISIBLE) m WATER VALVE OH OVERHEAD WIRES (F.K.A. WATER STREET) (PUBLIC-VARIABLE WIDTH R.O.W.) 1 REVISE BOUNDARY V.R.M. J.D.B. 6-1-04 ---- E--- APPROX. LOC. UNDERGROUND ELEC. LINE (ASPHALT ROADWAY) No. DESCRIPTION OF REVISION I DRAWN: APPROVED: DATE E/T--- APPROX. LOC. UNDERGROUND ELEC. & TEL LINE ""° °"'E BOUNDARY & TOPOGRAPHIC SURVEY U-BOLLARD 5-7-04 <V- Qa PAINTED ARROWS FIELD BOOK NO TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND GRAPHIC 7�7 �v�r 7 7, 04-OB 289 DERBY STREET 12a TREE w/TRUNK DIAMETER GRAPHIC SCALE LOT 441 , ASSESSOR'S MAP 34 � AREA LIGHT 136-138 0 10 20 40 60 FIELD BOOK PC. CITY OF SALEM, ESSEX COUNTY 136-138 COMMONWEALTH OF MASSACHUSETTS STREET LIGHT DRAwT.r. ® MONITORING WELL ( IN FEET ) V.R.M. 1 inch = 20 ft. REVIEWED: W.P.H. APPROVED: DATE SCALE FlLE NO. DWG. N0, J.D.B. 5-18-04 1"=20' C04114 0F I RAMP IIUP TO STREET LEVEL ' PARKINGII ENTRANCE II DOW TO PARKING E L > DN121 +I Y K -T , t-Y - - - i UP X - - - - - - PLANTINGS EL. 8.8 COMMERCIAL Q I H SPACE - -_i r 2200 SQ. FT. T - -- _ 7s II } 10 L 12.0 1 2 -- — -I Xy II 3 1 1 11 --` 4 8 H -i - 3 Lel x -- -- U O U -UP- 4R------ FACI'L_I TY OF _ _t = r 6 PUBLIC ACCESS rT 1+ EL. 8.0 I 7H 2660 SQ. FT. = -, r tt ' X f 7,+, 0 L �-f- �,� 7 k MAIL DN 1 � ` I v — — MECH . +� X , OF LOBBY \ , p _ RAMP i EL. 7.19 - UP I - - -� BENCH EL. 9.651 --TOB EL B_75 -- I OVA EL 11.5 --1- ------�-------- -- � -TOW EL 12.0 -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK (215) 393-8300 SOUTHBORO, MA 01772 (516) 872-2000 STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (5O8) 480-9900 (908) 668-8300 THIS PLAN WAS PREPARED UTILIZING INFORMATION TAKEN PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: FROM A PLAN ENTIITLED "GROUND LEVEL PLAN" PREPARED Poop#441, MAPo#M4NiuM & REra�� DEVELOPMENT 289 DERBY STREET, CITY OF SALEM SITE PLAN BY THE MARTINS COMPANIES, DATED SEPTEMBER 1 , 2004. W.D . SEX COUNTY MASSACHUSETTS E II � GOEEEL S.P .AJ DECOURSEY SCALE:(V) 1/NOME DATE: 09�09�04 SHEETNo: E DRAWN BY: PROJECT No: 0 TAG W040937 CHECKED BY: CAD LD. #: PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER LMD W040937noi0 OF 11 o MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 o RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV-No. CONNECTICUT LICENSE No. 21854 MAINE LICENSE No. 8408 j NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110. sasoONSTRUCTION MAINE LICENSE NoCCHECK DATE I I SoT o.i• '/ ROGr; sra wp . N 83°21'�� v DRILL HOLE ig" W . . . . . . . . . . . . . 1 . . . . CNNITEPIL FOUND ROCK 0.9' N BLDG. oN LINE E 12g 32, . . . . . . . . ROCK SEq.WA((. . LANO SUBJECT TO ( \ COASTAL STORM FLOWAGE \ MAP .34 LOT 441 .,® . . N/F LANDS OF .-. 1 GEORGE D BELLEAU, TRUSTEE \ 2S9.DERBY 217356 P REALTY3TRUSi \ �// 6_- GENERAL SITE NOTES -s-, APPLICANT: TOWN AND COUNTRY HOMES, INC. i 532 LOWELL STREET PEABODY, MASSACHUSETTS 01960 MAP 34 \ s- 0 2. LOT SHOWN ON ASSESSOR'S MAP #34 , LOT 1441 IN THE CITY OF SALEM, MASSACHUSETTS. LOT 440 00 NLANDS OF ' // - 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHICAL PLAN" SOUTH HAeFBOR HOLDINGS, uc --10— PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED MAY 18, 2004 AND REVISED D.B 14166, PG. 215 w 9` w THROUGH JUNE 1, 2004, SCALE: 1'- 20' 4, R IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS i? ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE I NIAP 34 CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN s LOT 442 WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE SAVE WOOD I N/E LANDS OF PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO 5TEP5. - - w 1 STORY AMERADA HESS FAcalnes COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH BRICK BUILDING BUSINESS TRUST NO. 1998-1 LOCAL REGULATIONS AND CODES. FRAME II 11317202, PG. 244 MASONRY . . - SHED p 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE STATE OF MASSACHUSETTS HIGHWAY . . . . WALL. . ° DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. z " EDGE or PAVE ENT VENT. 'N I 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GATE 8' HIGH CHAIN LINK FENCE .� lirj I TOWN & COUNTRY HOMES, INC. SPECIFICATIONS. 0 _° .. 'p Do a.G. TANK GATE I 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED I INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR / I EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE 1 STORY CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. BRICK BUILDING .ov I II 8 ALL UTILITY LOCATIONS ARE CONDUITS, RODUCTT PIPING, ETCO . PRIOR TO COMMENCEMENPROXIMATE. IT IS THE T OF BILITY OF NCONTRACTOR TO LOCATE EXCAVATIONOFANY TYPE. 3 1 STORY Y a` MASONRY BUILDING �\ o = ��, 9. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT ARE TO BE REMOVED AND DISPOSED OF IN z ® // w - T� ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. N o� ( • a ( � 10. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. •/ ® • METAL COVER ( d / • (TYR) E H 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS N I ASPHALT J // PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER aI PAVEMENT ( DEPARTMENTS TO MARK OUT THEIR UTILITIES. \ o FILL* MAT FI 12. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT AND OBTAIN PROPER TRADE PERMITS. IT IS THE N CONDUIT _GMAT FILL ® // f • m // ) RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE FIRE DEPT. AND BUILDING DEPARTMENT 48 HOURS \ CONC, WALK w FILL: W /( lll�� PRIOR TO COMMENCEMENT OF CONSTRUCTION. \ ® • METAL COVER ® \ (TYP) ® o // 13. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF \ 0 / CONSTRUCTION OR SITE CLEARING. PAVEMENT n 14. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. EDDIE\ FT IF COLUMN FUEL DISP I ASPHALT f <t 15. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. \ I � ASPHALT f (nP) (TYP) r f O PAVEMENT Il � 16. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND f PAVEMENT o I.D. SIGN Z FEDERAL REGULATIONS. \\ f MAT 1 ° _ "COASTAL v LAND SUBJECT TO 17. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT ® \ COASTAL STORM FLDWAGE CONC. CONC. ISIAND OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, (TYP) ® CONC. CURB 18. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER BLDG. ON UNE �_ 128'1 (DEED) P. SPIKE \ DIRT RR SPIKE U " O.H. CANOPY ' FOUND . AREA 11 co.00' FOUND GRANITE CURB N 8S°0050 E � � 125.17 OF RECORD" IS STRICTLY PROHIBITED. \ POST i -1D_CaVE� _ -- METAL 382.87' 19, IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY \\\ PAY PHONE BRICK f�— _ - E CMANC��L- E_---- E---- _ --- POST CONS. WALK 6 POST COD. WALK ENGINEER OF RECORD OF ANY CONFLICTS. j ASPHALT \ -\ o o 20. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED" SHALL BE CONSIDERED TO � PAVERS APPROACH L———_— — ——_—_— —_ - GRANITE C 8 6° * - -_ - EDGE OF BE "EXISTING TO REMAIN", PLANTER - - )I \PAVEMENT BRICK PAVERS EDGE OF METAL'POS) - p s ------_ tt _ PAVEMENT — — — — — — — — — — — — — — — — — 21. LOCUS IS PARTIALLY LOCATED IN FLOOD HAZARD ZONE C AREAS OF MINIMAL FLOODING AND PARTIALLY p PARKING II - - - -_10_---- METER '— IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS 0 0 , WHITE LNE II __�--�— ��— — — — — _ — — — — — — PAMED _ _ — — — — — — — — DETERMINED TO BE 10'). tet\ - - E�- / PAINIIED DOUBLE YELLOW LNE / EuOw w�' / p0U8lE � PAINED G PAINTED WHITE ENE Y _———————— PAINTED WHITE ONE --- E--� GRANITE CURB DERBY STREET i (A.K.A. ROUTE 1A) (F.K.A. WATER STREET) (PUBLIC-VARIABLE WIDTH R.O.W.) m \Y 14LE11 NGIIN WING. Po o (ASPHALT ROADWAY) •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK (215) 393-8300 SOUTHB ORO, MA 01772 (516) 872-2000 STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 568-8300 PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT LOT #441 , MAP #34 WETLANDS RESOURCE GRAPHIC SCALE 289 DERBY STREET, CITY OF SALEM AREAS PLAN ESSEX COUNTY MASSACHUSETTS 20 0 10 20 40 80 SCALE:(H)W E 11 .D . GOEBEL S ,�jH S - RSEY V) 1'=20� DATE: 09/09/04 SHEET No: NONE Eper' y� DRAWN BY: PROJECT No: o STEPHEN P TAG W040937 1 inch E20 ) ft. DeCbl1RSEYf CHECKED BY: CAD I.D. : Izm PROFESSIONAL ENGINEER WVNo. WEER' LIVD W040937noiO OF 11 o MASSACHUSETTS LICENSE No. 42644No. 36424 o RHODE ISLAND LICENSE No. 7268 No. 9306 CONNECTICUT LICENSE No. 21854 AL REV. N0. NEW HAMPSHIRE LICENSE No. 10280 110 _ MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE - DEMOLITION NOTES: 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS. 2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURES) TO THE GROUND. 3, COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING MEMBERS OF THE LOWER LEVELS. 4. DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS OR OTHER SUITABLE METHODS. 6. BREAK UP CONCRETE SLABS-ON-GRADE, UNLESS OTHERWISE DIRECTED BY TOWN AND COUNTRY HOMES, INC. 7, LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. \ EXISTING ROCK SEA 8. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, \ WALL (TO REMAIN-TYP) SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF so 'r ? APPLICABLE). p;l• u 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE 1 _ N83, _19,, AREA OF THE DESIGNATED FUTURE BUILDINGS. ALL OTHER FOUNDATION SYSTEMS, IF ANY, SHALL BE 1 1 9,, W DEMOLISHED TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW PROPOSED PAVEMENT GRADE. BREAK BASEMENT FLOOR SLABS. SEAL ALL OPEN UTILITY LINES WITH CONCRETE. BLDG. ON LINE I GRANIFf R0�ILC_-_ 129 DRILL 0 HOLE 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR I •32' PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE AND PERSONNEL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS, PROPOSED HAYBALE I /SILT FENCE SILTATION 11. REFRAIN FROM USING EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF TOWN AND COUNTRY BARRIER (TYP) I \ HOMES, INC. AND APPLICABLE GOVERNMENTAL AUTHORITIES, 12. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, MAP 34 \ WALKS, OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF TOWN AND COUNTRY LOT 441 HOMES, INC. AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES. PROVIDE ALTERNATIVE ROUTES EXISTING 6" N/F T=T I N/F LANDS OF AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. IF REQUIRED BY APPLICABLE GOVERNMENTAL TREE (TBR) „ I ,, GEORGE D. BELLEAU, TRUSTEE REGULATIONS. 289 DERBY STREET REALTY TRUST ( ° ' D.B. 21356, PG. 130 13. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT u Y� I' THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURE r AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL EXISTING EXISTING MONITORING WELL (TBR-TYP) LANDSCAPE (MONITORING WELL REMOVAL TO BE ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. MAP 34 AREA (TBR) COORDINATED WITH LANDLORDS 14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE cli I LOT 440 ENVIRONMENTAL CONSULTANT PRIOR TO ' UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. N/F LANDS OFI CONSTRUCTION) O SOUTH HARBOR HOLDINGS, LLC ' 15. COMPLETELY FILL BELOW GRADE AREAS .AND VOIDS RESULTING FROM THE DEMOLITION OF D.B. 14166, PG. 215 Tv STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIAL FROM DEMOLITION MAY NOT BE USED PROPOSED HAYBALE _ AS FILL PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTION IN ORDER TO /SILT FENCE SILTATION 11.0' INSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, TRASH, DEBRIS. PROPOSED HAYBALE BARRIER (TYP) MAP 34 PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND f /SILTFENCE SILTATION LOT 442 COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET -----__T N/F LANDS OF ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE, EXISTING 12" BARRIER (TYP) I WOOD ' 1 STORY AMERADA HESS FACamES rT-777 � STEPS BRICK BUILDING BUSINESS TRUST N0. 1998-1 TREE (TBR) r �- (FRAME SH( h (TBR) D.B.17202, PG. 244 16. REMOVE FROM THE DESIGNATED SITE, An THE EARLIEST POSSIBLE TIME, ALL DEERS, RUBBISH, ' MASONRY (TBR) ' 2 SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE I /_/ 1lz STORED, SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS 1� WALL (TBR) " I LIN i BY THE FIRE r I _ VENT SHALL 9E ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENTS. __ _ (TBR) GATE n 77777,-/ �/- //7� /�-� ,__, CHAIN LINK FENCE�iB(t) �� 00 17. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE UTILITIES SERVING THE STRUCTURE(S) TO BE � J -f-HIGH ,4 GATE ` ---� — -<-- _____'L.- DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL L ' / vi TANK ;� _ UTILITY DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE /a- (TBR) ) THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT 1 STORY s" MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO INSURE THE BRICK BUILDING I% it ASPHALT] I CONTINUATION OF SERVICE. PAVEMENT C 6% 1 STORY (TOR) APPROX. LOCATION U.G. FUEL 1 ' 18, ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED" SHALL BE 3 H MASONRY STORAGE TANKS (TOR) CONSIDERED TO BE "EXISTING TO REMAIN", BUILDING (TBR) �� (2,020 SF) -- ---` APPROX. LOCATION OF EXISTING UNDERGROUND C14 ° 3 METAL ELECTRIC SERVICE TO ADJACENT PROPERTY (TO I / I/ li MAT (TBR) ` 'COVER ' o BE RELOCATED) (CONTRACTOR TO COORDINATE N OVERHEAD ' op, I (TBR-TYP) I SERVICE RELOCATION WITH SALEM PROPERTY o LINES (TBR) /I OWNER AND ELECTRIC COMPANY PRIOR TO CONDUIT ✓ (� ® /- CONSTRUCTION) • m ( /�, �------� ` APPROX. LOCATION OF COIR) WALK 11 ` `- �" ' W i PROPOSED STABILIZED O CONSTRUCTION ENTRANCE o 0 0-� ASPHALT I`--� 24,0' CANOPY--,, PAVEMENT-/ (TBR) 1� rrCOLUMN-- - I CONC. ISLAND (TBR) I (TBR-TYP) ✓ MAT (TBR) I o I.D. D. SIGN El "COASTAL" i(TBR) I DNC. PA I� FUEL DSP. TBR CONC. PUMP `yI (TBR-TYP) T CONC. CURB BLDG. ON LINE Icl GRANITE `T ISLAND (TOR-TY _ _ 1 128'± (DEED) RROSPIBKC AREA RR SPIKE h CURB TBR B�,',50„ E .r _I X17= FOUND 110.00' FOUND POS ASPHALT- METAL , - - - .._--. -: 382187. - PAY PHONE (TBR) BRICK APPROACH COVERT 1 L,,, 6 PSETL CONE. WALK r PAVERS ° . J (TBR) (TBR) L--- - - ---- PLANTER (TBR) s" TBR) ---- - --_ - -- RANITE C B EDGE OF CONC. APRON (TBR) EXISTING CONC. PAVEMENT METAL POST L_ WALK (TBR) (TYP) - SECTION OF GRANITE ° -PEp wHnE LN CURB (TBR) E%ISTING 86.6 DRIVEWAY APPROX. LIMIT OF ° -- (TUR) SAWCUT/WORK LINE (TYP) APPROX. LIMIT OF TED DouBLE Yeuow LNE INLET TO RECEIVE FILTER SAWCUT/WORK LINE (TYP) EXISTING AREA LIGHT FABRIC (TYP 3 PLACES) '. PNMED DONgIE YELLOW ENE (TO BE REMOVED AND RELOCATED) PAINTED WHITE UNE I METAL BOLLARD (TBR - TYP OF 4) PAINTED WHITE LNE ® GRANITE CURB1 DERBY RBY STivL \,E T (A.K.A. ROUTE 1A) ( WATER STREET) ° ]BollLER ENGINEERINGna. (PUBLIC-VARIABLE -V ARIABLE WIDTH R.O.W.) 9 (ASPHALT ROADWAY) "CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS " ENVIRONMENTAL & SITE PLANNERS " MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 3552 TURNPIKE ROAD MELVILLE, NEW YORK (215) 393-8300 SOUTHBOROMA 01772 (516) 872-2000 , STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 566-8300 PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: PROPOSED CONDOMINIUM & RETAIL DEVELOPMENTLOT 34 DEMOLITION BC EROSION GRAPHIC SCALE 289 DERBY 441, MSTREET,AP CITY OF SALEM CONTROL PLAN o D 0 O 20 0 10 20 40 80 ESSEX COUNTY, MASSACHUSETT D�G�]OC��ii�OC�I G�G`]D IIO�DOa C�Oa4QOf� pMGpO�C OCA]�� 69 E W.D . G 0 E D EL S �� `j s RSEY SCALF (�) ' NONE DATE: �,P 09/09/04 SHEET No: E S �� DRAWN BY: PROJECT No: ( IN FEET ) o PI1eC0URSEY� ,4 TAG W040937 /d L I inch = 20 ft. �s CLVl11�� '.� r CHECKED BY: CAD I.D.D PROFESSIONAL ENGINEER P� H a f,€ (NEER LIVID W040937noi0 OF 11 MASSACHUSETTS LICENSE No. 42644 193E E No. 36424 O RHODE ISLAND LICENSE No. 7268 .t NSE No. 9308 REV-NO. CONNECTICUT LICENSE No. 21854 MA . 8408 NEW HAMPSHIRE LICENSE No. 10280 VERMO LNSE No. 7110 MAINE LICENSE Na. 9490 CONSTRUCTION CHECK DATE II II RAMP UP TO STREET LEVEL 13 DOWN TO PARKING STORAGE 14 750 SO, FT. j-j-, MECH , 15 47 UP 40 41 42 43 44 4546 48 U 16 �I q - Q THIS PLAN WAS PREPARED UTILIZING INFORMATION TAKEN 39 ~ 17 FROM A PLAN ENTITLED "UNDERGROUND PARKING PLAN" PREPARED BY THE MARTINS COMPANIES, DATED SEPTEMBER 1 , 2004. '10 I 38 D ONE - WAY 18 f- 37 I 19 20' _ 00 191 20' 19 , 20 36 57 56 55 54 53 52 ' 51 50 49 35 21 34 ONE - WAY 22 33 23 g„ 8 32 31 UP 30 2927 26 25 `� ELEV. 28 0-) 24 ROOM MECH . BOHLER ENGINEERING, Poco -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS - MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK (215) 393-8300 SOUTHBOROMA 01772 (516) 872-2000 , STERLING. VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 668-8300 PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT UNDERGROUND #441 , MAP #34 289 DERBY STREET, CITY OF SALEM PARKING PLAN W.D . ESSEX COUNTY, MASSACHUSETTS E IlDGOEBEL S.P. DECOURSEY SCALE(V) 1/NONE DATE: 09/09/04LHj E DRAWN BY: PROJECT No:� TAGW04097CHECKED BY:PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER LMD W040937noi0 v MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 o RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV-No. CONNECTICUT LICENSE No. 21654 MAINE LICENSE No. 8408 NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 K D MAINE LICENSE No. 9490 CONSTRUCTION CHECATE SOUTH RIVER INFORMATION MEAN ANNUAL HIGH WATER ELEVATION= 4.89' MEAN HISTORICAL HIGH WATER ELEVATION= 5.33' DRAINAGE CALCULATIONS PROJECT: TOWN & COUNTRY HOMES OF NEW ENGLAND PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT GENERAL UTILITY NOTES LOCATION: 289 DERBY STREET, CITY OF SALEM ESSEX COUNTY, MASSACHUSETTS 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY EXISTING CONDITIONS CONSTRUCTION.CONTRACTOR TO ENSURE 1.0% MIN. SLOPE ALONG ALL GUTTERS TO PREVENT PONDING. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL INV OUT=5.52± -DRAINAGE TO DERBY STREET: DISCREPANCIES AND OTHER CONDITIONS THAT MAY EFFECT PUBLIC SAFETY AS WELL AS TOTAL LAND AREA = 7,273 SF (.17 ACRES) THE PROJECT COST TO THE ENGINEER IMMEDIATELY IN WRITING. \ 11'-8" C.I. INTENSITY (100 YEAR) = 7.5 INCH/HOUR 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST S=0.01 � j C VALUE = .9 (ALL IMPERVIOUS) BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT ® OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY N =21'9, Q = .9 SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR VV = .9 (7.5) .17 IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL Q = 1.15 CFS BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL INV OUT=5.69} DRILL OND COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROCESS FO PROPOSED VORTECHNICS MODEL 2000 129, 0.9' N UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND 32' -DRAINAGE TO SOUTH RIVER: STORMWATER QUALITY UNIT INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF RIM=VARIES TOTAL DRAINAGE AREA = 17,770 SF (.405 ACRES) CONSTRUCTION. INV I1 14,186 SF (.325 ACRES) = LANDSCAPING INV OUT=5.63} 3,584 SF (.08 ACRES) = IMPERVIOUS 3. PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE. FIELD ADJUST TO CREATE A MIN OF 1% GUTTER GRADE ALONG CURB INTENSITY (100 YEAR) = 7.5 INCHES FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. O \ C VALUE = (.3300) + (.07x.9) / .405 4. REFER TO SITE PLAN (SHEET }3) FOR ADDITIONAL NOTES. \ MAP 34 C = .42 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. LOT 441 0 = CIA 214' - 8" C.I. N/F LANDS OF = .42 (7.5) .405 CASES. NOTIFY DISCREPANCIES OF BETWEEN PLANS,OF ANY CONFLICTS. SITE PLAN WILL SUPERCEDE IN ALL S GEORGE D. BELLEAU, TRUSTEE = 1.28 CFS S=0.00853 ;, 289 DERBY STREET REALTY TRUST D.B. 21356, PG. 130 PROPOSED CONDITIONS MH -DRAINAGE TO SOUTH RIVER: RIM-912 TOTAL LAND AREA = 25,043 SF (.575 ACRES) INV=5.57 � ) 1,825 SF (.042 ACRES) = LANDSCAPED MAP 34 N z f , ® 23,218 SF (.533 ACRES) = IMPERVOUS NLT 440/FO LA DS OF °' d A SPECIAL UTILITY NOTES SOUTH HARBOR HOLDINGS, LLC ,o INTENSITY (100 YEAR) = 7.5 INCHES D.B. 14166, PG. 215SEE SPECIAL UTILITY NOTE - w ________ C VALUE = (.042x.3) + (.5330) / .575 1. ARCHITECT SHALL REVIEW AND VERIFY SIZES AND TYPES OF ALL PROPOSED UTILITIES 3 S 16 (TVP 4 PLACES) C = .86 PRIOR TO CONSTRUCTION. I0 0 = CIA 2. ARCHITECT SHALL PROVIDE FIRE FLOW ANALYSIS ASSOCIATED WITH THE PROPOSED MAP 34 FFE=10.49 n I OT 442 = .86 (7.5) .575 DEVELOPMENT PRIOR TO CONSTRUCTION. ARCHITECT SHALL ALSO VERIFY CAPACITY OF 0 = 3.71 PROPOSED DOMESTIC AND FIRE SERVICE LINES. aN/F (ANDS of 3. ARCHITECT SHALL PROVIDE ESTIMATED DAILY SEWAGE FLOW CALCULATIONS FOR THE o AMERADA HESS FACILITIES BUSINESS TRUST NO, 1998-1 DRAINAGE PROPOSED DEVELOPMENT AND VERIFY CAPACITY OF PROPOSED SANITARY SEWER LINES N. 180' - 8" C.I. a II D.B.n202, PG. 244 SUMMARY OF DRAINAGE CALCULATIONS 4. ARCHIO ARCHITECT SHALL REVIEW LOCATION, INVERTS, AND SLOPES OF STORM DRAIN 5-0.01 STRUCTURES AND PIPING FOR COMPATIBILITY WITH PARKING GARAGE CONSTRUCTION UPON `y III DRAINAGE TO DERBY STREET: PREPARATION OF FORMAL ARCHITECTURAL PLANS. ARCHITECT IS RESPONSIBLE FOR NOTIFYING ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION, FAILURE TO NOTIFY PROPOSED "WYE" CO CO I THE ENGINEER OF RECORD SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY CONNECTION 75' - 6" C.I. INV 7.71± EXISTING = 1.15 CFS THE ARCHITECT. INV (TOP)=7.48 S=0.003 PROPOSED = 0.00 CFS _ 5. CONTRACTOR TO PROVIDE WEEP HOLES IN PROPOSED RETAINING WALLS PER PROPOSED "WYE" DIFFERENCE -1.15 CFS MANUFACTURERS SPECIFICATIONS TO ALLOW FOR POSITIVE DRAINAGE WITHIN LANDSCAPED CONNECTION II INV (TOP)=7.52 = DRAINAGE TO SOUTH RIVER: 6. INTERIOR ROOF DRAINS TO BE CONNECTED TO STORM DRAINAGE MANAGEMENT SYSTEM 3 FLOOR DRAIN f1 8_CMP BEING PROPOSED. ARCHITECT SHALL BE RESPONSIBLE FOR VERIFYING PROPOSED INTERIOR GRT=9.40 - ROOF DRAIN LOCATIONS AND CONNECTION LOCATIONS UPON COMPLETION OF p7 60' - 6" C.I. INV=1.82± EXISTING = 1.28 CFS ARCHITECTURAL DRAWINGS. T� N S=0.005 OR H PROPOSED = 3.71 CFS I� RIM=9,71 // INLET DIFFERENCE _ +2.43 CFS N=6.21 INV-6.37 I O 0 ' S=0.01 (TYP. 6 PLACES) 5=0.01 (TVP. 7 PLACES) UTILITY CONTACT LIST APPROX. LOCATION OF PROPOSED APPROX. LOCATION OF APPROX. LOCATION OF // UTILITY PHONE # CABLE TELEVISION SERVICE PROPOSED li CAST IRON PROPOSED ELECTRIC O INLET SANITARY SEWER SERVICE 2 � GRT-9.41 ) KEYSPAN (781) 466-5220 }nr SERVICE EXISTING ELECTRIC co 95'± - 6" C.I. SERVICE HAND HOLE COMCAST TELEPHONE (800) 266-2278 INV=7.47± 5=0.02 (MIN.) (TO REMAIN) UTILITY LEGEND dOb� 25 D PIKE NV=747± RR SPIKE MASS ELECTRIC (800) 542-2031 W APPROXIMATE LOCATION EXISTING UNDERGROUND WATER LINE FOUN 11 DAD' FOUND UNDERGROUND LOCATION OF PROPOSED - - FI'I -��' 382.87' CITY OF SALEM WALTER DEPARTMENT (978) 745-9595 EXISTING SANITARY SEWER 1 UNDERGROUND TELEPHONE SERVICE _ � I - (CONTRACTOR To LOCATE EXISTING CD o THE GREATEST EXTENT POSSIBLE) APPROX. Lo ATION M.D. ELEc. UNE PER CITY OF SALEM SEWER DEPARTMENT (860) 432-6000 G APPROXIMATE LOCATION EXISTING UNDERGROUND GAS LINE sav MH TELEPHONE SERVICEAND RE-USE - -�---2 PIPE ON EXISTING POWER POLE & OVERHEAD ELECTRIC LINES I UTILITY MARQUE -JIB INLET 5 ML COMCAST CABLE (600) 266-2276 RMI INLET ceT=ssS c=1D.D7 -� E APPROXIMATE LOCATION EXISTING UNDERGROUND ELECTRIC LINE BOT=3.41 GRT=10.04 STORM MH II INV-GJ5(A),, GRT=9,52 - - - - - - 'NO PIPES VISIBLE "'�" w RIM=10.38 INV=5.9+B) INV=7.32 - - - - _ o p Q I INV=6.29 1W-54f�1 IA ( - - 188+ LF 48' CHANNEL (NOT FIELD VERIFIED)) - - -- =1 INV=4.8±-B - -�- - - - - - - - - - - - - 1881 LF 48'CHANNEL r APPROXIMATE LOCATION EXISTING UNDERGROUND TELEPHONE LINE 12" PIPE - �-�w MH SAN ( OT PTLD VERIFIED) A B --_-__-- - E _ wPRN LDCATION U.G. ELEC. LINE PE Rm=9N EXISTING YARD LIGHT __--_ uraln MARKouT APPROX. LOCATION OF PROPOSED SANITARY INV=9393 -- SEWER CONNECTION (CONTRACTOR TO VERIFYEXISTING UTILITY POLE '�'�• STORM MH / /c / ELEC MH R1u=10.32 EXISTING INVERTS AND COORDINATE \\90 RIM=1122 / STORM MH CONNECTION WITH LOCCAL SEWER \\ INV-3.72 / RIM.10.82 INV=621(a) -L DEPARTMENT PRIOR TO CONSTRUCTION) EXISTING CATCH BASIN q ORrWELL Nv=4s+(c) RIM=m6s w PROPOSED WATER LINE TDP-8.42 APPROX, LOCATION U.G. ELEC. LINE PER ELEC MH RIMLIC M36 HOT =-2.o+ RIM=n.2z UTILITYUTILITYMARuouT ----- c- PROPOSED GAS MAIN J TEL MH UGE&T PROPOSED UNDERGROUND ELECTRIC/TELEPHONE SERVICE MH RIM=1 tos -- E _--- E-j (NO. & SIZE OF CONDUITS NOT DEFINED) BOT--1,7D3 PROPOSED SANITARY SEWER AND STORM DRAIN LINE (NO PIPES VISIBLE) APPROX. LOCATION OF PROPOSED CID 8( DUCTILE IRON FIRE ESERVICE DERBY j-y, qs 7 �j '� LINE (CONTRACTOR TO VERIFY MAIN LLLIIIII'111FJJJ 11111E-t'� IIIA 11WL �III1J ,IIILHJ 11111E INLET O PROPOSED CLEANOUT C9RT=9.73 LOCATION AND COORDINATE (rio=64vlsleLE) PROPOSED CONNECTION WITH LOCAL (A.K.A. ROUTE 1A) PIPE WATER DEPARTMENT PROIR TO CONSTRUCTION) . WATER STREET) (PUBLIC-VARIABLE WIDTH R.O.W.) m BOVILER ENGINEERING, GINEER NG, P.c APPROX. LOCATION OF PROPOSED •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS " ENVIRONMENTAL & SITE PLANNERS " MUNICIPAL ENGINEERS• 2" COPPER DOMESTIC WATER NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK SERVICE LINE (CONTRACTOR TO (215) 393-8300 VERIFY MAIN LOCATION AND (516) . NEW STERLING, VIRGINIA SOUTHBORO, MA OL772 WATCHUNG, NEW JERSEY COORDINATE PROPOSED CONNECTION (703) 709-9500 (508) 480-9900 (905) 568-8300 WITH LOCAL WATER DEPARTMENT PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: PRIOR TO CONSTRUCTION) PROPOSED CONDOMINIUM & RETAIL DEVELOPMENTLOT 34 DRAINAGE & APPROX. LOCATION OF PROPOSED GRAPHIC SCALE 289 DERBY 441, MSTREET,AP CITY OF SALEM UTILITY PLAN PVC NATURAL GAS SERVICE (CONTRACTOR TO VERIFY EXISTING ESSEX COUNTY MASSACHUSETTS 20 0 10 zo ao 6o 4" MAIN LOCATION WITHIN DERBY c STREET AND COORDINATE E W.D . GOEEEL S"P URSEY SCALE:(V) 1NO0' DATE: CONNECTION WITH LOCAL GAS S 09/09/04 SHEET No: COMPANY PRIOR TO CONSTRUCTION) IN FEET E ?E.►,' S y DRAWN BY: PROJECT No: ( ) o 9r TAG W040937 I inch = 20 ft. U F� STEPHEN� . �R,g- CHECKED BY: CAD I.D. PROFESSIONAL ENGINEER OF€SEE-f3LMD W040937noiO OF 11 o MASSACHUSETTS LICENSE No. 42644 A StW�I S Mo. 36424 I RHODE ISLAND LICENSE No. 7268 Fj�NIPSHIRE I No. 9308 REV-NO. CONNECTICUT LICENSE No. 21854 GF,QifytP " ` NEW HAMPSHIRE LICENSE No. 10280 ( V, 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE GENERAL GRADING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 1.0% MIN. SLOPE AGAINST ALL ISLANDS GUTTERS, CURBS AND ON ALL CONCRETE SURFACES, AND 1-1/2% MIN. ON ASPHALT, TO PREVENT PONDING. ANY DISCREPENCIES THAT MAY EFFECT THE PUBLIC SAFETY OR JOB COST, MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION AFTER TB= .75 DESIGN DISCREPANCIES HAVE BEEN FOUND IS DONE SO AT THE CONTRACTOR'S OWN RISK. BB= 8.60 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED MATCH TW=14.00 INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXISTING BW= 9.75 EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL L& ® x DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL \ 48 BB= 8.80 s�ba1 TB= 9.75 AlJ1 F� COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ` 4 r INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TB= 9. o.r \pp5 0 5w9b, JT 98= 7.933 q5 N = 1g TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2 b10 TB=12. 0 3. PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE. FIELD B8=10.49 DRILL HOLE ADJUST TO CREATE A MIN OF 1% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING x FOUND CUT SHEETS PRIOR TO INSTALLATION. TW_l .00 560 129.32' 939 0.9' N BW=13.00 _ ew 64T MA T4. REFER TO SITE PLAN (SHEET f3) FOR ADDITIONAL NOTES. e � gx a EXISTING 1 0 6!1 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. 1'0 ?` 06. 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES. NOTIFY TW-12.00TB= 8.15 \ ENGINEER OF RECORD OF ANY CONFLICTS. BW 170011 7 BB= 7,00 \ ez MAP 34 TW=12.00 rw=n sD LOT 441 TW=13.00 BW=12.00 N/F LANDS OF BW=12.00 B BW= 8.75 GEORGE D. BELLEAU. TRUSTEE TW=13.00 j \ 289 DERBY STREET REALTY TRUST TW=13.00 BW=13.00 s ,'�;� __6 - D.B. 21356, PG. 130 BW= 8.72 LOPE= TW=11.50 TB=12.00 \ 1:12 MAX BW=11.50 H MAP 34 e q 88=10.49 TB= 8.75 3'�� 88= 8.62_D- LOT 440 00 N/F LANDS OF TW=12.00 SOUTH HARBOR HOLDINGS, LLC ��- BW=10.49 _ _ TW 12.0 GRADING LEGEND: D.B. 14166. PG. 215 N =13.00 `9� l BW= 8.90 BW=10.49 TW=12.00 / --- ------ FFE=10.49 BW= 9.65 , ,°» pTb 61 EXISTING CONTOUR & ELEVATION ye\ 1 \Oj0 11.0• TW=10.00 2% MAX. SLOPEMAP x EXISTING ELEVATION BW= 9.40 TB=12.00 IN ALL 1( LOT 42 5\e� BB=10.49 DIRECTIONS IN N/F LANDS OF ADA PARKING aMERaOa HEss FacamEs 58 PROPOSED FINISH GRADE CONTOUR & ELEVATION 10.49 AREAS BUSINESS TRUST NO. 1998-1 TW=13.00 = D.B.17202, PG. 244 TO 61.05 0\ BW=1048 TS=10.39 I \o?' PROPOSED TOP OF CURB & FINISHED GRADE ELEVATION 9 BS=10.06 10.48 BC 60.55 � I S.77 °w 96 x \p11 \ T$=10.39 I N I 64 ITS 146.90 96 x 10.12 x x x 6S=10.06 1 h ° BS 146.23 1 PROPOSED TOP OF SIDEWALK & FINISHED GRADE ELEVATION W=10.05 D. O6 F.F=1 11x 1 g0J5 x\\ 00 ,9 g50 RW=10.05 \0�9 \ 1e T.O.I. 10.43 10.29 .,I sax \1p- 9.90 PROPOSED TOP OF ISLAND & FINISHED GRADE ELEVATION �7- �F ' \ -__-_' / l7- g15 8.0.1. y3`5' 10.19 G 10.05 9.15 �p 3 Ao o_ a pa9 TS-10 39 °9? 145.85 PROPOSED SPOT GRADE c °„ ;�• B5=10.06 \ 10.47 TS=10.41 T5=10.12 pl BS=10.08 x 5 N TS=10.41 c� B5=9.79 / x \>b / x\o ?e ( STORM MH 1 ►- /V- PROPOSED DIRECTION OF RUN-OFF BS=10.08 A �I TS=10.39 l INLET GRT=9,40 BS=10.06 10.49 O I N \ 10.47 t\x 065 S.= I. - 13 x x �` 0 1T o. p 1 10.49 \048 \o. xgob ° ,"x �4o6g 53x BS=10.06 ® ^W 0. p 45 0 xx\065 RIDGE LINE TS=10.47 10.63 \p.3 BS=10.12 I INLET 10.5, °'°x FFE=10.49 z 35 �y � x x 10.49 \OAp \006 \G q 1 BC= AT 10.54 10.49 g4\oq1 10.49 TC=10.72 031 10.20 01 Nil 10.35 \ EXISTINGH 0�� 4py0x `p1X PIKE \ GG q62 RR SPIKE 2 5J. �O� FOUN y55 110.00 FOUND �\ roe .1p v0,55 I,iit it!��I;II --" 771 10___ v0x g05x - 9e4 e q51 382.87 1, NON SAN NH 10.44 - __---_ INLET IN` MATCH _ x INLET 'To" MH - ----1D-- EXISTING �� }G`p54� o TC=10.44 \\'S1��- TC=10.18 BC--MATCHBC=MATCH 7w a0` BC=10.10 EXISTING EXISTING SAN \-iii g3 \0530 \021 3 ST111 MH �'`\0 \ =10.151 ELEC MH NO \\a\ STORM MN BC=MATCH EXISTING pq6 � ~ap1 i5 P � DRYWELL ELEC MH J ELEC MN SAN MH / 4 G\p6 G \p JA \p}5 G 9?1 69 p9. DERBY S T IRE IIE T INLET (A.K.A. ROUTE 1A) (F.K.A. WATER STREET) � � (PUBLIC-VARIABLE WIDTH R.O.W.) In 13101 ERR ENGINEERING,) ne. •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS " ENVIRONMENTAL & SITE PLANNERS " MUNICIPAL ENGINEERS NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK (215) 393-8300 SOUTHBOROMA 01772 (516) 872-2000 , STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 668-8300 PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT OPGRADING PLAN GRAPHIC SCALE 289 DERBY STREET, CITY OF SALEM 20 0 10 20 40 80 ESSEX COUNTY MASSACHUSETTS SCALE (H) 1"-20' DATE: 09/09/04 SHEET No: F3 IM 10E W.D . GOEBEL S �a�� 1RSEY NONE IN FEET o 41 8TEPMEN P y� " DRAWN BY: PROJECT No: ( ) �eGOUR�FY. "E TAG W040937 1 inch = 20 fL. % CHECKED BY: CAD I.D. Ic PROFESSIONAL ENGINEER Clea, �*L ♦INEER' LMD W040937noiO OF 11 MASSACHUSETTS LICENSE No. 42644 HUSE 7<. L� No. 35424 RHODE ISLAND LICENSE No. 7268 ,yCSE No. 9308CONNECTICUT LICENSE No. 21854 'FSaONI408NEW HAMPSHIRE LICENSE No. 10280 VE No. 7110 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE I i O i RAMP UP TO STREET LEVELy II - PARKING DOW TO PARKING IIENTRANCE COMMERCIAL - SPACE 2200 SO. FT. 10 i\ 6 >1 1\ -- 1- - \ 4 8H -� FACILITY OF 6 PUBLIC ACCESS r. 0 \ 7N ? SC? . FT. v C.\ DN r , MECH . LOBBY lll11M 1 - I I ! • CfV,L & CONISUL' °JG ENGINEERSPROJECT PkANAGFW2 EvRc ,FFN'•4 P- SITE PIANNERSLNGINF RS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE. NEW YORK (215) 393-8300 SOUTHBOROMA 01772 (516) 872-2000 , STERLING. VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 668-8300 THIS PLAN WAS PREPARED UTILIZING INFORMATION TAKEN TOWN &- COUNTRY HOMES, INC. OF NFT ENGLAND PROJECT: TITLE: FROM A PLAN ENTITLED "GROUND LEVEL_ PLAN" PREPARED I LOT #4 t, MAP #�d�N'1 M 61, o�v�coP✓t_rJ� LOT DERBY MAP X34 LANDSCAPING PLAN BY THE MARTINS COMPANIES, DATED SEPTEMBER 1 , ?_004. ESS DE OU STREET, CITY ET SALEM I ESSEX COUNTY, MASSACHUSETTS �� r Ti�C� E IV, . D . G t 11�J B E L S.A • D.LJ C O V 141,1 E,, SCALE:(V) 1/NONE DATE: d 09/09/04 SHEET No: E DRAWN BY: PROJECT No: v TAG W040937 dPROFESSIONAL ENGINEER PROFESSIONAL ENGINEER LMD W040937noi0 OF 11 MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 O RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV. No. CONNECTICUT LICENSE No.! MAINE LICENSE No. 7� NEW HAMPSHIRE LICENSE No. 10 10280 VERMONT LICENSE No.o. 7110 _ WO MAINE LICENSE No. 9490 CONSTRUCTION CHECK GATE y 6 19"f FINISH GRADE 2r, 4,000 PSI AIR ENTRAINED CONCRETE CURB, EXPOSED EDGES TO HAVE VIOLATORS WILL BLUE LETTERS RUBBED FINISH. BE FINED MIN. =116 11 SILVER BACKGROUNDYELLW-UEFrO, 0 DWAYS A DENO-PASSNG LINE &DGE ON MULTILANEDIRA PD \ �\/�\/ BITUMINOUS CONCRETE PAVEMENT _ OR ASUBSOIL � VARIES CENTERLINE LIGHT BLUE BACKGROUND IWHITE LINE & PARKING STRIP FIF1 :R PARKWED — \I- i IF _ / o T 4" LIGHT FIXTURE: G O 6' STYLE: SAVANNAH GENIE STATE PERMIT SILVER LETTERS III= _ �— O - BROKEN YELLOW CENTER LINES MATER.: CAST ALUMINUM REQUIRED 00 .17 OJ 000000000 ��_ I_ I_ 1 I C q" 2-#4 CONT., EXCEPT — • 0 0O O O O O I 10• I 30' 1o' 30'—1-101-1 CURB AS NOTED. O O O PROPOSED FIRM, STABLE, SLIP o — 00 O. O O O O ! RESISTANT CONCRETE RAMP O O O 0 D O = III-� - BROKEN WHITE LANE LINE 8" WHITE 0 o __ __ --- COMPACTED GRAVEL BASE, 10' 30' 10' 30' 10 4" SIDEWALK ' 1 9:8 MAX Ed °o —III 6"MIN. UNDER CURB. WHITE CHANNELIZING UNE I:TY PREF RR D 1 m> ° �� RAMP SURFACE TO HAVE o 6„ 8 6" COMPACTED SUBGRADE T 4" - TRUNCATED DOMES AS DETECTABLE o MIN. MIN. y a' 2' a' 2• 4' 2' CROSSWALK WARNING SURFACE o WHITE CHANNELIZING LINE SPECIFICATION RAMP TO BE FLUSH ° WITH PAVEMENT PRECAST CONCRETE CURB DETAIL 6" ]HANDICAP RAMP DETAIL NOT TO SCALE WHITE CROSSWALK LINE NO SCALE HANDICAP PARKING SIGN DETAIL NOTE: EITHER PRECAST OR POURED PLACE CONCRETE CURBS ARE ACCEPTABLE, SOIL SUBBASS E IS TO BE GRADED AND WHITE STOP LINE NOTE: IF TOP LANDING IS >48" THEN FLARED SIDES COMPACTED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. ARE TO BE MAX 10% SLOPE. ++ NOT TO SCALE 24" IF TOP LANDING IS <48" THEN FLARED SIDES ARE TO LAMP POST: a BE MAX8.33% SLOPE. STYLE: NORTHAMPTON STEEL — I 1 1/2" (MIN.) BIT. CONC. LINE SPECIFICATIONS WEARING COURSE 3" (MIN.) BIT. CONC. 1 1/2" BIT. CONC. TYPICAL STRIPING BINDER COURSE WEARING COURSE i 8" (MIN.) 2" BIT. COM PACTED cork. ---- ----- ---- -- I{{I \ \ \ \ \ \ \ \ \ BINDER COURSE L.. --- ------------- -------- EXIST. SUB-BASE PROCESSED UNPAVED PAVED GRAVEL BASE \//\//\//\//\//\//\//\//\/ 8" (MIN.) COMPACTED EXIST. SUB-BASE PROCESSED /\ ACCESS DOOR GRAVEL BASE MATCH CONC. WALK TYPICAL PAVEMENT SECTION 6" TOPSOIL & SEED \\ EXISTING FINISHED GRADE \\ ::Itis;_;'-Mi:E?�."rr: %°•r+ %' •""`t''F ''c r.: 1/2"1 CONDUIT STUB-UP NOT TO SCALE �/ /�//i\//i\//�\//�\/i\ HOT DIP GALVANIZED �� TYPICAL SIDEWALK SECTION SHEETING (IF REO�D) SELECT BACKFILL \\� ANCHOR BOLTS a I TO BE CUT OFF 5 MIN. / /j CURB inw NOT TO SCALE BELOW GROUND & 2' MIN \\ \\4 NOTE: CONTRACTOR TO VERIFY PAVEMENT/BASE MATERIALSABOVE TOP OF PIPE �! BACKFILL WITH GRAVEL 20 UPON COMPLETION OF GEOTECHNICAL REPORT. JOSAM SERIES 58480 CAST IRON CLEANOUT DRESSER COUPLING > \ WITH PLUG (SET 9" BELOW GRADE) / BEDDING 12" OVER PIPE ANY SHEETING DRIVEN / \ (WATER TIGHT) 4" DIAMETER. BELOW MID-DIA. OF PIPE j\ \\ WHEN PVC PIPE IS USED GALVANIZED" LONG SHALL BE LEFT IN PLACE >\\ \ TYPICAL POLE FOUNDATION -- ---i ; ANCHOR BOLTS 4,500 PSI CONCRETE / BACKFILL WITH GRAVEL jAA�'DD��\D ' BEDDING TO MID-DIAMETER 6"x 18" GRANITE CURB 6" HDPE 4" P.V.C. RISER %\ "�� PIPEWHENOTHER IS USED THAN PVC (5) #2 TIES 0 12" O.C. ROOF DRAIN i TYPE s WATER, SEWER, DRAIN, 6�. .:,.o$ 12" CONCRETE SETTING 6" FINISH SUBGRADE 2'-0 OR FORCE MAIN PIPE BLOCK FINISH GRADE T (2) 4" P.V.C. 45' BENDS >\\ /�\/� / / /�/�\/� (4) #4 VERTICAL HALF SECTION /\\i\\j\ \// HALF SECTION ONE AT EACH CORNER yP 6" x 6i" x 4" T-REDUCER /��I BITUM. CONC, PAVEMENT IN EARTH �IN ROCK j=- t, I D O o W o 'w" m (D+2' 3 MIN.) - ,� I I a I 24" SQUARE OR - 4" P.W.C. SEWER 28" DIAMETER CONCRETE CRADLE ELEVATION ,00000000000 0IIIIInIlir_ TYPICAL UTILITY TRENCH =III_ _ o 0 0 0 NOT TO SCALE TYPICAL DECORATIVE III III III III 0 0 o C. � II IIII ' CLEANOUT DETAIL 1 � f=I I =I III-I I:—III 0 0°o°o o I I 4 NOT TO SCALE _ _______ _____ _ ___ _ _ _ __ ____________ _ 6" MIN. CRUSHED BANK III III III—III—III—III—IIS-11 II Typ' AREA LIGHT oDETAIL GRAVEL UNDER CURBING -III.. III-III-I II III I11: III- NOTE: COMPACTED SUBGRADE Vortems Systems installedfiquottion in^ to'-o" 18 upstream Potia,y me Con net LIGHT POLE & FIXTURE MANUFACTURED BY SPRING CITY ELECTRICAL MFG., CO. —0 eheli be dotaned by the Consulting Eegineerw+metmaili nand,.eir HALL AND MAIN STREETS TYP• widthdata pmvlded by VortochnIm. sealant SPRING CIN, PA. 19475 TYPICAL VERTICAL GRANITE CURB _-_ _ _ - - -__ -- Aluminuchamberm swirl Extruded Buno N seal 6"Concrete Typ (215) 948-4000 NOTE: ALL TRAFFIC FLOW ARROWS OR EtOUIVALENT NOT TO SCALE TO BE REFLECTIVE YELLOW 1'-to PAINT PER SPECS. oua Orw ries, 30' INSTALL WITHIN ALL PUBLIC WAYS, T A 9� +' Weir y ^'-0" Af CORNERS, AND RADIUS SECTIONS TRAFFIC FLOW ARROW L NOT TO SCALE o ewa^ldY r ` T t U);. r ;1 9 •, ` , (T" " 1 , APPLICATION:Furus inextlareavynaniraraassu:Tla<Inliar.uerlde r+,:r; va 1� galalesznd lozdrq doth for army[{pe offbor con,truc-ion wiuea _: , ---- ---------`---------------- -------- — Sealant Bo77/e Wol/ FIowControl Wall rr eNp fltw oft lis 3rRidated ryy - WLEF voles, 36210 SPECIFICATICN:JOSAhl3 10Sttie:cca.edm;tit Fwo )IainetmlUw See notes 8 R 9 vfo piece bcd{with double 8ainage Hance lV=.LO. Ton purcto _ Tach rrJraRp rnllar weEphllP: hnrrnm ntaei mnnrn8n7 tprrlT try. 36210 SLOT VII0TN 1y2" \I PLAN VIEW B — B oole etate 2621019 S1OTVOTH1/ " DISABLED PARKING SIGN o O OPTIONS 3621020 SiWIC THv4° 1.) 12•'x18", 5' TO BOTTOM OF SYMBOL °. -17 Secure]Grate Janczd-Proof -36 N)+Ut Jde 0ut1e4,2 -E' Sams 31 Slatted:3St Ii ITIE&et 2.) LOCATED SO THAT IT CANNOT BE -19 CAUnderp:ewtTSalin Finsh -33 Supplemertaty5trane- OBSCURED BY A CAR PARKED IN THE Nikabyiop -92 Galvanized Cas Iron PartwcxCcs r-A$", -rye+E pe so a+ SPACE. (2' BEHIND CURB OR 2' Concrete reinforced (or Rim elevations to match •2U C.CUnde' ra:e wtl5atin Fin 9l -39 EEVELE2E"EMelsion irPEEexAaa -,:'4 ou--- finished grade 9 BEHIND WALK, AS APPLICABLE) O H520-44 loosing Bronze'op -hraaded0ut ; j 'BcnP- -•'. -d< fixed Eytenscn Cella,Cast Nm -X III Caulk Outlet . 0 ca _v - 3.) CONFORM TO LOCAL CODES "HANDICAPPED PARKING (SmclyHeigrt, Hub Cu'lotulGasket2^.4" -1 I T ONLY" SIGN Top and sides sta° - F + .44-3° Fixed Extenscn Colla, N Fula Spicot Cutlet 1 °a B tooled to vault B Gelvamzed„�e_ily Height) '.ysh I �r - aara Wei. ) , Butyl Weir -49 3I4"P'inle'TaF 1 oL T rE D.91- iE e 0 6" CURB rubber and seclont Orific •50 112"Prima Tap Yu aor 0 Y-0" Plates -rvpx or 0711715 TYP INLFT/nvert/ovelor nue OUTLET/,vert 4" WIDE AZURE BLUE 4" WIDE WHrFE I STRIPING (TYP.) STRIPING (TYP. 3'-0" 3'-0" S-0'" TYFE PID. PIPE SIZE IBS TYFE NO PIPE SIZE LBS CApG YI"WHEN iLRJdH[C WTHNFALDr CRBaJHTETW r l TyP Ty P TyP 3C^t' •tris DIM la sra roc a6r E.T •OCINFO roc WTNAtrN.csE4 7"R CIRCLE56213 3 6" 36216 E 62 4 -4 112"--\ M214 4 6 :.36218 E 65 FOROUTLET TYPE,SPECIFY-I,-X,-Yom-Z PAINTED 71 7) 00000 ,000 o;,ado °o.°ao_.oao o"°�oo_.00a o_.�o o_.da o"=ooa"."o oo o_, Minimum 6" composted gravel (4" AZURE BLU STOP SIGN —T -3 )HANDICAPPED, 0PPE•, SYML 0 N.T.S. ( SECTION A — A 54'W x 60 H) — — - - - - -- -- FLOOR DRAIN DETAIL NOT TO SCALE r 24" m � 12'-0" 3'-0" 12„ BOHL R ENGINEERING, o0o -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- (OR AS REQUIRED BY CODE) NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK rj,x (215) 393-8300 (516) 872-2000 NOTE: SOUTHBORO, MA 01772 STERLING, VIRGINIA WATCHUNG, NEW JERSEY (508) 480-9900 908 ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF CHLORINATED RUBBER PAINT (703) 709-9500 ( ) 668-8300 APPLIED TO A DRY SURFACE WHEN THE TEMPERATURE IS GREATER THAN 401 PAINT SHALL ThisCADOfits isIII paposedspaifybgsiumwabrbeam,onlagrrip,r,arrtbEafamished byVortechnim,Ine.and mayaMybebants,redbotherdocumentsmaNyasPo„IdadbyTOWN & COUNTRY HOMES, INC. OF NEW ENGLAND BE APPLIED AT A MINIUM OF D.015" (15 MIL) FILM THICKNESS 6'-0" Vatasim a:.Tpe blocb lMormatlan,eadudig me VprbHrnia bgo and Tha Voncrns StarmwaterTrcammnt System dsgnaernend peteN number,maymxlated dnacessary. PROJECT: TITLE: CONSTRUCTION ReNsbns to any pad d This CADD file aftl morcourdination xilh Vpdechnlohaa ebe considered unemod uzeE use c prep.delaryinformamn. PROPOSED CONDOMIN/UM & RETAIL DEVELOPMENT NOTE: WHEELCHAIR SYMBOL PAINT SHALL LOT #441, MAP #34289 DERBY STREET, CITY OF SALEM DETAILS CONFORM 70 THE STRIPING PAINT SPECIFIED STANDARD DETAIL ESSEX COUNTY MASSACHUSETTS AND SYMBOL SHALL BE CENTERED IN THE Vortechnics° STALL. STORMWATER TREATMENT SYSTEM SCALE: AS DATE: 200 Enferpdta Drive W.D . GOEBEL ��SN URSEY 09/09/04 SHEET No: Scarborough,ME 01074 VORTECHS®MODEL 2000 U.S.PATENT No.5,769,x16 E P V NOTED C HANDICAPPED STALL MARKINGS & Te/.:207-985-9830 yc DISABLED PARKING SPACE A C E Far 2°785-9825 PROPRIETARY INFORMATION-NOT TO BE USED FOR CONSTRUCTION PURPOSES 0 =O STEPHEN P �� DRAWN BY: PROJECT No: TAG W040937 5'-9" DATE: 08/09/02 SCALE: 1[4"=1'-0' FILENAME: —7 DRAWN BY: DMF CHECKED BY: NDG o =OeCOURSEY•- -+ PAINTING DETAIL PARKING LOT STRIPING DETAIL u -.- v, CHECKED BY: CAD I �: PROFESSIONAL ENGINEER Rpb�3�>dA NEER LMD W040937noi0 OF 11 NOT TO SCALE D MASSACHUSETTS LICENSE No. 42644 H �E No. 36424 NOT TO SCALEli " STOP " o RHODE ISLAND LICENSE No. 7268 �• S• _NSE No. 9308 STOP BAR DETAIL CONNECTICUT LICENSE No. 21854 QN 8408 ✓ NOT TO SCALE > NEW HAMPSHIRE LICENSE No. 10280 VE >/ >E No. 7110 MAINE LICENSE No. sato CONSTRUCTION CHECK DATE - CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK a. • CAP UNIT ADHERES CONCRETE ADHESIVE YuI ,, � TO TOP UNIT IMPERVIOUS FILL W/VERSA-LOK IMPERVIOUS FILL \ / \\/\\// // �� 12" DEEP CONCRETE ADHESIVE 12" DEEP = // // // GEOSYNTHETIC REINFORCEMENT a SEE PROFILE DRAWINGS r FOR LENGTH, TYPE, AND SPACING \\/ VERSA-LOK MODULAR CONCRETE UNITS RETAINED BACKFILL DRAINAGE AGGREGATE VERSA—LOK 12" THICK MIN. I—III- DRAINAGE THICK AMGNREGATE MODULAR CONCRETE � I1 FACING UNITS -III I Ll,\-0.48" DIA. APPROX. /\ EXCAVATION LINE _� / _ 4" DIA. DRAIN PIPE OUTLET @ END OF WALL OR Q 40' CENTERS MAX. GRANULAR LEVELING PAD —III- I VERSA—TUFF PIN MIN. 6" THICK REINFORCED BACKFILL PIN DIMENSIONS COMPACTED 95% OF MAXIMUM SCALE: NONE STANDARD PROCTOR DENSITY 4" DIA.ET ©MIN.) DRAIWALLE TYPICAL SECTION - UNREINFORCED RETAINING WALL OUTOR © 40' CENTERS MAX. SCALE: NONE —( III SLOPE TO DRAIN (1/8"/FT.) —III—III—III W/FILTER FABRIC 1.I„_1I IMPERVIOUS FILL GRANULAR LEVELING PAD ' 6” THICK MIN. PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION PIN HOLES FOR 14" VERTICAL WALLS SPLITTING GROOVE FOR HALF UNIT TYPICAL SECTION - REINFORCED RETAINING WALL PINHOLE SPLITTING GROOVE FOR MODULAR CONCRETE UNIT O O O o FREESTANDING WALLS SCALE: NONE O O O O o 0 3/4" SI BACK a . .4 GENERAL NOTES M7 . . VERSA—TUFF PIN 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 2 PER UNIT 4 2. BENCH CUT ALL EXCAVATED SLOPES. RECEIVING 16" 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE SLOT PINNING SLOT FOR UNSUITABLE SOIL. STRAIGHT SPLIT FACE FREESTANDING WALLS 4. SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT 16 PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. PINNING D ETAI L I i" . '.. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL ° d, F BE UNREINFORCED, 3" THICK MAXIMUM. CROSS SECTION a D d GRADE SHALL BE 6" FOR WALL SCALE: NONE 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH <. ' a. .. •.d_., HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW VE RSA- LO K UNIT FINAL GRADE IN FRONT OF WALL. UNIT DIMENSIONS 10. COMPACTION SHA-L BE TO) 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) SCALE: NONE 11 . COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. SEE ELEVATION DRAWINGS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. 14. GEOSYNTHETIC SHALL BE (PLACED WITH STRONGEST DIRECTION PERPENDICULAR DRAINAGE AGGREGATE TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PERF. DRAIN DRAINAGE AGGREGATE ,. WRITTEN SPECIFICATIONS. r PIPE 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. r 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL ' 3' BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. ° 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION o 0 0 0 INSTRUCTIONS AND WRITTEN SPECIFICATIONS. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED �' 2" IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH OPEN JOINT AT OPEN JOINT 40 FT. CENTERS AT 20 FT. CENN TERS THE CONSTRUCTION OF THE WALL. DRAIN DETAIL DRAIN DETAIL THIS DISK CONTAINS SEVERAL CONSTRUCTION DETAILS WHICH ARE INTENDED AS AN AID WALLS OVER 4' WALLS UNDER 4' (IE REQUIRED) IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WITH VERSA-LOK STANDARD UNITS. SCALE: NONE SCALE: NONE FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL dl_-�l ��m Bi0H ME-awl E IGI III�:ll'"HI ' I G,) po c FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE, IS THE SOLE RESPONSIBILITY OF THE USER. -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE. NEW YORK (215) 393-8300 SOUTHBOROMA 01772 (516) 872-2000 , STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 66B-8300 PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT CONSTRUCTION LOT 441 , 34 289 DERBYMAP STREET, CITY OF SALEM DETAILS ESSEX COUNTY MASSACHUSETTS " PS s RSEY SCALE(V) NOTED DATE: 09/09/04 SHEET No: W.D . GOEBEL S � S �pN�N p DRAWN BY: PROJECT No: � � �ba000g9pY TAG W040937 �O � • � CHECKED BY: CAD LD. � PROFESSIONAL ENGINEER P bS5w4L� NEER LMD W040937noi0 OF 11 o MASSACHUSETTS LICENSE No. 42644 4 No. 36424 RHODE ISLAND LICENSE No. 7268 CONNECTICUT LICENSE No. 21854 �'S�J)UILS� 408 N✓ 9308 REV. No. j NEW HAMPSHIRE LICENSE No. 10280 VER No. 7110 _ MAINE LICENSE No. 9490 J LCONSTRUCTION CHECK DATE 1 -1 2" x 1 -1/2" 2 RE-BARS, STEEL PICKETS OR PLANTING SPECIFICATIONS . AREA OF SITE CONSTRUCTION WOOD OR PLASTIC pOSI 2 STAKES 1 1 2 N SLAT STAPLED THROUGH FABRIC GR GROUND, DRIVE STAKES FS FLUSH FABRIC TO POST WITH BALES 1. SCOPE OF WORK A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE AREA WITHIN PROTECTION ZONE/TREE POST A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL DRIP LINE DETAIL OF POST ATTACHMENT SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE FENCE TO FOLLOW TREE DRIP LINE FILTFABRIC ( PRE-ASSEMBLED PRIOR TO INSTALLATION) INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED OR 6' FROM TRUNK - WHICH EVER IS GREATER ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THOROUGHLY: `+ 4' WOOD & WIRE SNOW FENCE W/STEELPOST ANGLE FIRST STAKE TOWARD THIS PROJECT. STAKES 18" D.C. 24" MIN. SLAT --SLAT POST PREVIOUSLY LAID BALE 2. MATERIALS 1 PART PEAT MOSS BACKFILL FILTER - SILT FENCE (3' WIDE) FABRICr A. GENERAL - ALL MATERIALS SHALL MEET OR EXCEED 1 PART COW MANURE BY VOLUME SPECIFICATIONS AS OUTLINED IN THE MASSHIGHWAY MANUAL OF 3 PARTS TOPSOIL BY VOLUME PLAN p 'III - FLOW ROADWAY AND BRIDGE CONSTRUCTION (1998) OR APPROVED 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: WOOD & WIRE SNOW FENCE USED (12" MIN. 6" BACKFILL EQUAL. 2 TABLETS PER 1 GAL. PLANT IN ROCKY %! AS TREE GUARD TO PREVENT DAMAGE MIN, 3 TABLETS PER 5 GAL. PLANT FROM CONST. EQUIP. SOIL.) LAP - BOUND BALES PLACED B. PLANTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, ON CONTOUR M� v�� ss < st WELL ROOTED, FREE FROM DISEASE AND INSECTS. 4 TABLETS PER 15 GAL. PLANT LARGER PLANTS (2) TWO TABLETS PER 1/2" DIAM. TREE DRIP LINE/TREE PROTECTION ZONE C. TOPSOIL - LOAMY SILT, HAVING AN ORGANIC CONTENT NOT LESS OF TRUNK CALIPER AREA WITHIN TREE PROTECTION ZONE TO NATIVE SOIL W _ THAN 5%, pH RANGE BETWEEN 4.5 - 7, BE FREE OF DEBRIS, ROCKS REMAIN UNDISTURBED DURING LARGER THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER ( - - AND CLAY CLODS. B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. CONSTRUCTION D. MULCH - DOUBLE SHREDDED HARDWOOD BARK MULCH. FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND 4' WOOD & WIRE SNOW FENCE W/STEEL TOE-IN METHODS STAKES 10' O.C. INSERT PLANT TABLETS. COMPLETE BACK FILL AND WATER �I BACKFILL DRAINAGE AREA NO MORE THAN 1/4 AC. PER 100 FEET OF STRAW BALE DIKE 3. FERTILIZER AND SOIL CONDITIONER THOROUGHLY. PERSPECTIVE OF FENCE FOR SLOPES LESS THAN 25% A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE C. ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION ELEVATION NOTES: WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE 1 . BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE ACID, EQUAL To 'NITRDHUMIS'. BEFORE BEING TRANSPLANTED. CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT TREE PROTECTION DURING CONSTRUCTION BALES. BNOT TO SCALE. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRN- D. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF INSTALLATION POWER' AND ORGANIC BASE MATERIALS COMPRISED OF EACH TREE. 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL. I I DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO1. EXCAVATE A 6"X 6" TRENCH ALONG THE LINE OF SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, E. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE EROSION CONTROL OF THE SITE. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1) APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO NOTES: 2. UNROLL SILTATION FENCE AND POSITION THE POSTS STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT AGAINST THE BACK (DOWNSTREAM) WALL OF THE EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT DISTURB BACK FILL AND TO THE EXTENT THAT ALL MATERIALS IN COLLAR OF PLANT, TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 15% HUMIC ACIDS. THE PLANTING HOLE ARE THOROUGHLY SATURATED. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. 3. DRIVE THE POST INTO THE GROUND UNTIL THE AN ANGLE TO FORGE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. GENERAL WORK PROCEDURES REINFORCED NETTING IS LAYING ACROSS THE TRENCH BOTTOM. A. LANDSCAPE WORK SHALL COMMENCE AS SOON AS THOSE PORTIONS F. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS RUBBER HOSE 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE OF THE SITE ARE AVAILABLE. CONTRACTOR TO UTILIZE WORKMANLIKE TO A MIN. OF 7' BRANCHING HEIGHT. u (1/2" DIA. BLACK) UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE PROMPTLY AS NEEDED. STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE DOUBLE #10 GA. THE TRENCH AND TAMP THE SOIL. TOE-IN CAN IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH DAYS WORK. 9. GROUND COVER GALVANIZED WIRE GUYS ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ALL DEBRIS, MATERIALS, AND TOOLS SHALL BE PROPERLY STOCKPILED A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER OF AND TURNBUCKLES ON UNDISTURBED GROUND AND PILING & TAMP- 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR OR DISPOSED OF. ALL PAVED SURFACES SHALL BE SWEPT CLEAN AT HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL - 3" SHREDDED HARDWOOD ING FILL AT THE BASE. USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR THE END OF EACH DAYS WORK. PRIOR TO PLANTING GROUND COVER. _ - „ BARK MULCH DRAINAGE. I 5. WEEDING B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON __ 2" DIA HARDWOOD A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH DRAWINGS. STAKES, 2/3 TREEHEIG ��T Tj� GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE __ EARHIT, 3 PER TREE STRAW BALE DETAIL ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR .� EARTH SAUCER �� . SILTATION DETAIL 6. TOPSOILING SHALL THOROUGHLY WATER GROUND COVER. FENCE- - - - - - -- -- - NOT TO SCALE FINISHED GRADE PLANTING MIX: A. CONTRACTOR TO PROVIDE FOUR INCHES (4") MINIMUM THICK \\ /\\ 1 PART PEAT MOSS NOT TO SCALE D. ALL GROUND COVER AREAS SHALL BE TREATED WITH APRE- / 1 PART COW MANURE TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD \ - EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND I \ .\ � � \ •� 3 PARTS TOPSOIL BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE- PLANT SHALL BE TRANSPLANTED TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS. TOPSOIL EMERGENT. PRE-EMERGEN- TO BE APPLIED AS PER III- =III= - -�= REMOVE ALL ROPE 1-1 1- 1=1I1-' .I I1-1I1-I FROM TRUNK & AT THE SAME GRADE AS IT BORE PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLEMENT MANUFACTURER'S RECOMMENDATION. -III- �T=� I I' TOP OF BALL, FOLD BURLAP IN THE NURSERY PLOT PRIOR SEE CHART 1 II„ TO BALLING AND BURLAPPING. PUBLIC TOTAL AMOUNT REQUIRED. CONTRACTOR TO FURNISH AN ANALYSIS BACK 1/3 FROM ROOT BALL CUT AND REMOVE BURLAP FROM R.O.W. OF ON-SITE TOPSOIL UTILIZED IN ALL PLANTING AREAS. ADJUST PH 10. FINISH GRADING UNDISTURBED TOP ONE-THIRD OF ROOT BALL AND NUTRIENT LEVELS AS REQUIRED TO ENSURE AN ACCEPTABLE A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBGRADE AS SHOWN. GROWING MEDIUM. SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. 4"-6" TOPSOIL MOUND 3" SHREDDED HARDWOOD BARK MULCH II EXISTING GROUND 7. SOIL CONDITIONING B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OSURFACE, D T� SAUCER A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6". ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.. EVERGREEN GRREEN TREE E PLANTING DETAIL NOT TO SCALE 1'-0" DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY SOIL AREAS ADJACENT TO T:1E BUILDINGS SHALL SLOPE AWAY. FINISHED GRADE IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 3' III 2-1/2" CLEAN STONE PROVIDE APPROPRIATE C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO 4" WITH THE FOLLOWING PER 1,000 S0. FT.: - - I TRANSITION BETWEEN ALLOW FREE FLOW OF SURFACE WATER, __ - ._.. - .- PLANTING MIX. STABILIZED CONSTRUCTION 150 POUNDS 'GRO-POWER' 111 - 1 PART PEAT MOSS PROFILE ENTRANCE AND PUBLIC R.O.W. 100 POUNDS AGRICULTURAL GYPSUM 11. GUARANTEE _ 8 1 PART COW MANURE 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP A. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD -111 III-III III- 111 III III 111 (�� j -- -- T3 PARTS TOPSOIL 11=111-hi=1 I 1_111=111 11=1_I(=1TL=1 I I_ I I I-I 11= SEE CHART 1 OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. OWNER TO NOTES: 3 - - ��-�- j\\ \�\ FIRM MIXTURE AT 6"-8" SECURE A MAINTENANCE BOND FROM THE CONTRACTOR FOR TEN - �(l�'•��(=�5•�- - -� -� SOIL MODIFICATIONS: I 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT -� - -111-� -111- - INTERVALS, THOROUGHLY SETTLE R 25' PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION COLLAR OF PLANT. III- WITH WATER. PLANTING MIXTURE THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6 TO 12 IN. WHICH WILL BE RELEASED AT THE COMMENCEMENT OF THE GUARANTEE 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. T- -1I1-� - WILL CHANGE WITH SOIL CONDITIONS. I I�- III-��-III �i�- OF MOST PLANTING SOILS TO IMPROVE THE SOIL'S ABILITY TO RETAIN PERIOD AND PASSES A FINAL INSPECTION BY THE OWNER OR OWNERS FOLD BURLAP BACK 1/3 FROM ROOT BALL 4"-6" TOPSOIL MOUND FERTILIZER: 10-6-4, COMMERCIAL WATER AND NUTRIENTS. USE COMPOSTED BARK, RECYCLED YARD REPRESENTATIVE. 3. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. WASTE, PEAT MOSS, OR MUNICIPAL PROCESSED SEWAGE SLUDGE. ALL UNDISTURBED DESIGNATION, 1.5 POUNDS PER ONE PUBLIC PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE 12. CLEANUP °°° SUBGRADE 24" MINIMUM INCH OF CALIPER. ° ° REINFORCED EXISTING RIGHT OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. RECYCLED A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE °a °" • ° GROUND OF RUBBER HOSE MATERIAL BY THE SUPPLIER. AVOID MATERIAL WITH A pH HIGHER THAN FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL °d I WAY 7.5. MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. (112" DIA. BLACK) III DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT ° NOT TO SCALE - - MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE ° R 25' ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR OWNER'S AUTHORIZED REPRESENTATIVE. GULLIBLE //10 °°• ° °°° GALVANIZED WIRE PLAN VIEW GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING ° GUYS TWISTED BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. 2" DIA. HARDWOOD IMPROVE DRAINAGE IN HEAVY SOILS BY PLANTING ON RAISED AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING STAKES 2/3 TREE HT. MOUNDS OR BEDS AND INCLUDING SUBSURFACE DRAINAGE LINES. SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET 3 PER TREE TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS 3" SHREDDED I MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY WITH HARDWOOD BARK MULCH OHERBICIDE AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS SAUCER RIM ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% I / AND DISEASE. FINISHED GRADE I PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED OF THE TOTAL MIX. /\//\// ROOT BALL //\/\ j COARSE GRAINED SOILS FINE GRAINED SOILS TOPSOIL 0 TO 2% 50 FT 100 FT 8. PLANTING MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ( /\//\//\ - \ \/\ _ _ 5-fi�-'�I n.., PLANTING MIX: 2% TO 5% 100 FT 200FT POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING -III- - II-1 -� - - - 1 PART PEAT MOSS >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF -111 1 PART COW MANURE (i) AS PRESCRIBED 8Y LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE ERODED OR BARE AREAS. 1 'III- r 1-1 L-1 = 111_ 3 PARTS TOPSOIL EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. rT 4"-6" TOPSOIL MOUND CHART 1 13. MAINTENANCE (ACERNATE BID) UNDISTURBED COST PER MON71 AFTER INITIAL 90-DAY MAINTENANCE PERIOD, SUBGRADE DECIDUOUS TREE PLANTING DETAIL STABILIZ]ED CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE i --- -- 6" MIN. �. O III 18" STAKE INTO UNDISTURBED PLANTING BED GROUND EVERY 30" O.C. SECURE 1 "MIRAFI 100X" INCORPORATE 2" OF PEAT INTO FILTER FABRIC 6" OF PLANTING MIXTURE, AS 3/16"X4" METAL EDGING CHICKEN WIRE > SPECIFIED OT m OLER ENGINEERING, Pic,. BACKFILL AFTER 1" FINELY SHREDDED LAWN AREA 1. CONTRACTOR IS TO CLEAN INLET INSTALLATION OF •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• COMPOSTED BARK FILTER AFTER EVERY STORM INLET FABRIC NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK CONTRACTOR TO REMOVE FABRIC 3/16" x 4" METAL EDGING FINISHED GRADE AND MESH JUST PRIOR TO SOUTHBORO, MA 01772(215) 393-8300 (516) 872-2000 PAVING. STERLING, VIRGINIA WATCHUNG, NEW JERSEY �p (703) 709-9500 (508) 480-9900 (908) 668-8300 FINISHED GRADE INLET FILTER, DETAIL PROJECT: PROPOTOWN SEDOCONDOMINUNTRY IUMM&REAIIL DEVELOPINC. OF MENGLAND TITLE: CONSTRUCION MINIMUM 4" TOPSOIL II, III LOT DERB#441 ,Y MAP ET, _ NOT TO SCALE 289 DERBY STREET, CITY OF SALEM DETAILS ESSEX COUNTY MASSACHUSETTS - TI__ SCALE (H) AS DATE: 18" STAKE INTO UNDISTURBED - =1 -1 -11�- 11 GROUND EVERY 30" O.C. :�- - I 3" THICK LAYER OF MULCH (DE) I E PSN S V NOTED / SHEET No: W. D . GOEEEL �E� RSEY 09 °g 04 -III_ OPSOIL -I I- \ HARDWOOD BARK MULCH TYP. E STEPHENP G DRAWN BY: PROJECT No: GROUNDCOVER�ANNUAL PLANTING 9RAFI WEED BARRIER FABRIC _ � I - I � - `- UNDISTURBED SUBGRADE �p _oecOURSEY- % TAG W040937 A PROFESSIONAL ENGINEER `' R�6E:98�8C4 w `INFER CHECKED BY: CAD D. NOT TO SCALE I 1 °: OF 11 MULCH BEDDING INSTALLATION DETAIL LMD W040937noi0 MASSACHUSETTS LICENSE No. 42644 E No. .36424 NOT TO SCALE o RHONE ISLAND LICENSE No. 7268 J NSE No. 9308 REV-No. CONNECTICUT LICENSE No. 21854 . 8408 NEW HAMPSHIRE LICENSE No. 10280 VER 'E No. 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE -- i