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64-569 - 23 CONGRESS STREET , 9 PICKERING WAY - CONSERVATION COMMISSION G�(- S�6 a NOI Status Sheet Address:AQ,� •/Ce ��SS �•, DEP #: Application Type: /1/ os Date Submitted: `) Contact Name:S>w�! Phone: 4-�7P Proposed activity: �'+1/^Lppl►cation Complete u� 'Correct Fee Received E8 °� R tKAbutters List Requested I-IReceived 'Legal Ad Sent [;�egal Ad Confirmed 40nline Cd—Added to Agenda ❑ Agenda to Applicant Q)Agent Comments to Commission [3-DEP Comments S � . Hearing Opened: �/�(�( Continued:�o - j Site Visit: � butters Notice Confirmed Permit Sent to Applicant and DEP ❑ Confirmation of Delivery xpiration date added to calendar dded to database ❑ Applicant Recorded OoC with Registry ' Preconstruction Meeting: z✓J Certificate of Compliance Sent to Applicant and DEP - L-O'Conf►rmation of Delivery 1p�iplicant Recorded CoC with Registry Notes: \ HACON COMM\Administrativ6project status sheetW01 status sheet 2012-12-27.doc A Massachusetts Department of Enviro✓mmetal Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 7 — Extension Permit for Orders of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. General Information IIfIIIIIIIIIIIIIII�f#illlllllfhllBllllll Important: When filling out 1. Applicant: SIO,ESSEX #75 BUS820 Pg;551 04126/2017 09:30 E%TN Pg 112 forms on the Salem Waterfront Hotel, LLC-M/R Rocket Management Co. Inc. computer,use Name only the tab key to move 57 Wharf Street, Suite 2E your cursor- Mailing Address do not use the Salem MA 01970 return key. City/rown state Zip Code 2. Property Owner(if different): Above and: Pickering Wharf Complex LLC clo Rocket Mangement&Realty Company Name 190 Pleasant Street Mailing Address Marblehead MA 01945 City/rown State Zip Code B. Authorization The Order of Conditions (or Extension Permit)issued to the applicant or property owner listed above on: 71212014 Issued by: Salem Date Conservation Commission for work at: 23 Congress St./9 Pickering Way 34 447, 408 Street Address Assessors Map/Plat Number Parcel/Lot Number recorded at the Registry of Deeds for: South Essex 33439 448 County Book Page Certificate(if registered land) is hereby extended until: 7/2/2020 Dale Date the Order was last extended(if applicable) This date can be no more than 3 years from the expiration date of the Order of Conditions or the latest extension. Only unexpired Orders of Conditions or Extension may be extended. This Extension Permit must be signed by a majority of the Conservati=depr and a copy sent to the applicant and the appropriate DEP Regional Office (htt ://www.mass. ov/eea/a encies/massde /abouttcontactslfind-the- -office-for- our-ci or- town.html). Signature . Date L D w afonnTdw•rev.5/29/2014 Page t of 2 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 7 — Extension Permit for Orders of Conditions _ 64-s69 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP I — C. Recording Confirmation The applicant shall record this document in accordance with General Condition a of the Order of Conditions(see below),complete the form attached to this Extension Permit, have it stamped by the Registry of Deeds, and return it to the Conservation Commission. Note:General Condition 11 of the Order of Condltlons requires the applicant, prior to commencement of work,to record the final Order(or in this case,the Extension Permit for the Order of Conditions)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•it shall be noted In the Registry's Granter Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land,it shell also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. Detach this page and submit It to the Conservation Commission prior to the expiration of the Order of Conditions subject to this Extension Permit. To: City of Salem conservation Commission Please be advised that the Extension Permit to the Order of Conditions for the project at: 23 Congress St./9 Pickering Way 64-569 Project Location DEP File Number has been recorded at the Registry of Deeds of. Essex South ._ County for: Salem Waterfront Hotel, LLC - M/R Rocket Management Co. Inc. and Pickering Whard Complex, LLC c/o Rocket _Management 6 Realty .omnany Property Owner and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original Order of Conditions on: 7/2/2014 _ 33439 443 ._ Data Book Page If recorded land the instrument number which identifies this transaction Is: '75 Boot( 3sy,: t) _. PACE. 51 instrument Number If registered land, the document number which identifies this transaction is: Document Number Signelurs of Appllrant Page 2 of 2' ' ripafmmrllee•rev.sng2ot4 J int CITY OF SALEM CONSERVATION COMMISSION April 14, 2017 George W. Atkins, III Ronan, Segal &Harrington 65 Congress Street Salem, MA 01970 Re: Extension Permit for Order of Conditions—DEP#64-569—Salem Waterfront Hotel Expansion Dear Attorney Atkins: Enclosed, please find the Extension Permit for the above-referenced Order of Conditions. The attached Extension Permit must be recorded at the South Essex County Registry of Deeds. Once recorded, please return a copy of Page 2 of the Extension Permit, which will indicate to the Commission that the document has been recorded. If you have any further questions,please feel free to contact me at 978-619-5685. Sincerely, Tom Deni Conservation Agent Enclosure CC: DEP Northeast Regional Office e 4 Massachusetts Department of Environmental Protection .` DEP File Number: Bureau of Resource Protection - Wetlands ; r WPA Form 7 - Extension Permit for Orders of Conditions G4l-s-r>I L Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. General Information Important: When filling out 1. Applicant: forms on the Salem Waterfront Hotel, LLC- M/R Rocket Management Co. Inc. computer,use Name only the tab key to move 57 Wharf Street, Suite 2E your cursor- Mailing Address do not use the Salem MA 01970 return nkey. Cityrrown State Zip Code 2. Property Owner(if different): Above and: Pickering Wharf Complex, LLC clo Rocket Mangement&Realty Company ® Name 190 Pleasant Street Mailing Address Marblehead MA 01945 City/rown State Zip Code. B. Authorization The Order of Conditions(or Extension Permit) issued to the applicant or property owner listed above on: 7/2/2014 Issued by: Salem Date Conservation Commission for work at: 23 Congress St./9 Pickering Way 34 447, 408 Street AddressAssessors Map/Plat Number Paroel/Lot Number recorded at the Registry of Deeds for: South Essex 33439 448 County Book Page Certificate(if registered land) is hereby extended until: 7/2/2020 Date Date the Order was last extended(if applicable) This date can be no more than 3 years from the expiration date of the Order of Conditions or the latest extension. Only unexpired Orders of Conditions or Extension may be extended. This Extension Permit must be signed by a majority of the ConservatirdeD-re 27nfolfice-for-your-city-or and a copy sent to the applicant and the appropriate DEP Regional Office htt ://www.mass. ov/eea/a encies/massde /about/contacts/find-the- - town.html). Signature / Date 7 e wpafo=7.0 •rev.5/29/2014 Page 1 of 2 I, Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 7 — Extension Permit for Orders of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP C. Recording Confirmation The applicant shall record this document in accordance with General Condition 8 of the Order of Conditions(see below), complete the form attached to this Extension Permit, have it stamped by the Registry of Deeds, and return it to the Conservation Commission. Note: General Condition 8 of the Order of Conditions requires the applicant, prior to commencement of work, to record the final Order(or in this case, the Extension Permit for the Order of Conditions) 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, it shall be noted in the Registry's Granter Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, it shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. Detach this page and submit it to the Conservation Commission prior to the expiration of the Order of Conditions subject to this Extension Permit. To: Conservation Commission Please be advised that the Extension Permit to the Order of Conditions for the project at: Project Location DEP File Number has been recorded at the Registry of Deeds of: County I for: Property Owner and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original Order of Conditions on: Date Book Page If recorded land the instrument number which identifies this transaction is: Instrument Number If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpaform7.dm•rev.5/29/2014 Page 2 M 2 LIVE RONAN, SEGAL & HARRINGTON APR O j 2017 ATTORNEYS AT LAW DEPT, O�-r PLANNING 8 -' SIXTY FIVEMASSACHUSETTS STREET pOMi��UNITY DEVEIOPiyE NT JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W.ATKINS, III TEL(978)744-0350 FAX(978)744-7493 FILE NO.S-1041.6 April 3, 2017 Conservation Commission City of Salem 120 Washington Street Salem, MA 01970 ATTN: Thomas Devine RE: Salem Waterfront Hotel, LLC 23 Congress Street and 9 Pickering Way, Salem Order Of Conditions dated July 2, 2014 Dear Mr. Devine: Salem Waterfront Hotel LLC, the applicant granted an Order of Conditions on July 2, 2014 hereby requests an extension of the Order for an additional three years. The Chapter 91 for the intended work was not received from the Massachusetts Department of Environmental Protection until June 2016 and a Management Plan submitted to the Department has not yet been approved. In addition, the busiest period for the hotel business is the summer and fall months through Halloween and construction needs to be planned around that period. Please place this request on your agenda for the meeting of April 12, 2017. Ve ruly y rs, eorge W. Atkins, 111 GWA/dap y�,COND�T,(,tQ CITY OF SALEM CONSERVATION COMMISSION July 2, 2014 Attorney George Atkins 59 Federal Street Salem, MA 01970 Re: Order of Conditions—DEP #64-569—Salem Waterfront Hotel Expansion Dear Mr. Atkins: Enclosed, please find the Order of Conditions for the above referenced project. Following the 10-business-day appeal period, this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded, please return a copy of Page 12 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order: 1. this Order must be recorded, 2. a sign shall be displayed showing DEP File#64-569 within public view, and 3. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions, please feel free to contact me at 978-619-5685. Sincerely, Tom Devine Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office Scott Patrowicz Salem Waterfront Hotel LLC Pickering Wharf Complex, LLC c/o Rocket Management & Realty Company Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem city/rown A. General Information Please note: Salem this form has t. From: been modified Conservation Commission with added 2. This issuance is for space to a. ®Order of Conditions b. ❑Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: .Requirements Salem Waterfront Hotel LLC Important: a. First Name b. Last Name Wheri filling M/R Rocket Management Co Inc out forms on c.Organization the 57 Wharf Street, Suite 2E computer, use only the d.Mailing Address tab key to Salem MA 01970 move your e. Cityrrown cursor-do f. State g Zip Code not use the 4. Property Owner(if different from applicant): return key. Applicant above and: 1�V a. First Name b. Last Name Picking Wharf Complex LLC c/o Rocket Management & Realty Company c.Organization 190 Pleasant Street d. Mailing Address Marblehead MA 01945 e.Cityfrown f. State g.Zip Code 5. Project Location: 23 Congress St. 9 Pickering Way Salem a.Street Address b. City/Town 34 447, 408 c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: d m s d IT s d. Latitude e. Longitude wparorm5.doc• rev.05/19Q010 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA .Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eoEP-Transaction# Salem Cityrrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate Number(if registered land) 28955, 28615 68, 534 c. Book d. Page 6/12/2014 6/26/2014 7/2/2014 7. Dates: a. Date Notice of Intent Filed b. Date Public Hearing Closed c.Date of Issuance s. Final Approved Plans and Other Documents (attach additional plan or document references as needed): See attached a. Plan Title b. Prepared By c.Signed and Stamped by d.Final Revision Date e. Scale f.Additional Plan or Document Title g. Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ❑ Public Water Supply b. ❑ Land Containing Shellfish `' ❑ Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries f. ❑ Protection of Wildlife Habitat g. ® Groundwater Supply h. ❑ Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpalorm5.tloc• rev,05119=1 0 Page 2 or 12 d Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 = Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown B. Findings (cont) Denied because. b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until anew Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which_ the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ® Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linear feet Inland Resource Area impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted 'Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b.linear feet c. linear feet d. linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under WaterbodleS and a.square feet . b.square feet c.square feet d.square feet Waterways e.dy dredged f.dy dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet B. ❑ Isolated Land Subject to Flooding a square feet bsquare feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- . 200 ft g.square feet h.square feet i.square feet -j.square feet vvpafcrm5.doc• rev.0919=10 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands64-569 MassDE MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.cdy dredged d.Gy dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. Ela.Coastal Beaches cu yd cu yd tl square feet b.square feet c.nourishment d:nourishment 14. ❑ Coastal Dunes cu yd cu yd a.square feet b.square feet c. nourishment d.nourishment 15. ❑ Coastal Banks a.linea (feet b.linear feet 15. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. El Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet bsquare feet c.cty dredged d.Gy dredged 1g. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.dy dredged b.c/y dredged 21. ❑ Land Subject to Coastal Storm a.square feet b.square feet Flowage Lpaform5.aoc• rev.OS/19Q010 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown B. Findings (cont.) •#22. If the 22 ❑ Restoration/Enhancement*: project is for the purpose of restoring or a.square feet of BVW enhancing a q b.square feet of salt marsh wetland resource area 23. ❑ Stream Crossing(s): in addition to the square footage that a. number of new stream crossings b.number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands entered in ds Protection Act Section B.5.c eBvi c or i (salt The following conditions are only applicable to Approved projects. Marsh)above, 1 Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional 9 ry re ulato measures, shall be deemed cause to revoke or modify this Order. amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three "" years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 7/2/2014 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. wpaform5.doc• rev.051192010 Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 # WPA Form 5 — Order of Conditions MassDEP File Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaaon# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number 64-569 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. wpaform5 aoc• rev.051192010 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project') is (1)® is not(2)❑ subject to the Massachusetts Stormwater Standards. If the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. wpafarre5Aoc• rev.05/192010 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement ("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing legal ' responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the - requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpa/orm5.tloc• rev.05/192010 Page 8 0/12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131 §40 eDEP Transaction# Salem Citylrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal'(for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the'Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits) shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): Attached special conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance wpaform5doe• rev.05/19/2010 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Salem Cityrrown D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Salem hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1. Municipal Ordinance or Bylaw 2. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal . ordinance or bylaw: Wetlands Protection and Conservation Ordinance c. 50 1.Municipal Ordinance or Bylaw 2. Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): Attached special conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance wpaform5.doe• rev.05/192010 Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands Gk- �-6I WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Csk ^ Citylrown E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special d I filling out forms condition pursuant to General Conditions#4, from the date of issuance. 1. D to of Issuance on the computer, use only the tab Please indicate the number of members who will sign this form. key to move your This Order must be signed by a majority of the Conservation Commission. 2. Number of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt req sled) or hand deliv red to key, the applicant. A copy must be mailed, hand delivered or filed I ctro y at th ame time m with the appropriate MassDEP Regional Office. Signatures: . ❑ by hand delivery on by certified mail, return receipt reques��^ Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigs.do - rev.02!2512070 PageLof ja.- Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 — Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Salem Citylrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land this Order der shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ----------------------------------------------------------------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: 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 wpaformS.dao- rev.05119¢010 Page 12 of 12 Attachment to Order of Conditions # 64-569 8; Page 1 of 5 SALEM CONSERVATION COMMISSION ATTACHMENT TO ORDER OF CONDITIONS DEP FILE #64-569 Salem Waterfront Hotel Expansion 23 Congress Street and 9 Pickering Way City of Salem, Massachusetts ADDITIONAL FINDINGS This Order permits demolition of an existing building and construction of a new building, harborwalk, and other appurtenances per May 22,2014 Notice or Intent and final approved plans. Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (6/19/14, online) from Natural Heritage & Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety (including all 5 pages of Special Conditions) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 50. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing on site, a DEP Sign showing DEP File#64-569 must be installed at the entrance to the site and seen from the public way, but not placed on a living tree. 5. No work approved in this Order may commence until the ten(10) business day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order, the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent, officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40, the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. Attachment to Order of Conditions # 64-569 �4f�€' Page 2 of 5 8. The term "Applicant' as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816), U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21 A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code (780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. H. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plats SITE PLAN TO ACCOMPANY A NOTICE OF INTENT APPLICATION, (sheets 1 through 11) (Title) June 26, 2014 (Dated) Scott Ian Patrowicz (Signed and Stamped by) City of Salem Conservation Commission (On file ivith) Final Approved Plans STORMWATER REPORT (Title) e�� Attachment to Otdet of Conditions # 64-569 } Page 3 of 5 May 12, 2014 (Dated) Scott Ian Patrowicz (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s) or any deviation in construction from the approved plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. [Reserved] PRIOR TO CONSTRUCTION 18. Prior to the commencement of any activity on this site other than activities listed above, there must be a Pre-Construction Meeting on site between the project supervisor,the contractor responsible for the work, and the Conservation Agent and/or a member of the Conservation Commission to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary, during the pre-construction meeting. Please contact the Conservation Agent at (978) 619-5685 at least forty-eight(48) hours prior to construction to arrange for the Pre- Construction Meeting. 19. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. 20. No clearing of vegetation, including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 21. There shall be adequate erosion controls stored on the site to be used for emergency erosion control purposes. EROSION CONTROL 22. Appropriate erosion control devices shall be in place prior to the beginning of an phase of construction, , and shall be maintained during construction in any wetland resource area and/or buffer zones. The Attachment to Order of Conditions # 64-569 Page 4 of 5 erosion control measures shown on the approval plan(s)and provisions in the Order will be the minimum standards for this project; the Commission or its Agent may require additional measures. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 24. The area of construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 26. If soils are to be disturbed for longer that two (2) months, a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth; exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 27. 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. 28. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 29. 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. 30. 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. 31. There shall be no pumping of water from wetland resource areas. 32. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 33. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 34. 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. AFTER CONSTRUCTION 35. 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. Attachment to Order of Conditions # 64-569 +• Page 5 of 5 (3) An "As-Built" plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under thejurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs, including foundation drains, constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to, all buildings,septic system components,wells, utility lines, fences,retaining walls, and roads/driveways; (d) A line delineating the limit of work-"work" includes any filling, excavating and/or disturbance of soils or vegetation approved under this Order; 36. 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. 37. 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. 38. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized their removal. ADDITIONAL CONDITIONS 39. Prior to start of site activity, the applicant shall submit to the Conservation Commission an Illicit Discharge Compliance Statement per Standard 10 of the Massachusetts Department of Environmental Protection Checklist for Stormwater Report. 40. All stockpiling of debris, fill and excavated material shall occur outside the resource areas and buffer zones. This condition may be waived on a case by case basis upon written determination by the Conservation Agent that a stockpile area includes measures to adequately protect the resource areas or buffer zone. 41. Below-grade excavation shall be limited to the minimum necessary to construct the building and related infrastructure. 42. Any existing drainage components to be reused must be inspected prior to their reuse. 43. Prior to start of construction of the new building, condition the drain line referenced as Item 45 in William Ross's June 27, 2014 peer review letter addressed to Dana Menon, shall be assessed. The condition of said drain line and a plan to address it shall be reported to the Conservation Agent. The Conservation Agent will determine whether work associated with this drain line requires further review by the Conservation Commission. PERPETUAL CONDITIONS 44. The parking lot shall be cleaned with a street sweeper at least four times per year. \�C� �` �`� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllll 2014073000034 Bk;33439 Pg;448 07/30/2014 08:54 CONDN Pa 1116 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-569 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaotion# Salem City/Town A. General Information Please note: Salem this form has 1. From: been modified Conservation Commission with 2. This issuance is for ded spacea to to accommodate (Check One): a. ®Order of Conditions b. ❑Amended Order of Conditions . the Registry of Deeds 3. To: Applicant: Requirements Salem Waterfront Hotel LLC Important: a. First Name b.Last Name When filling M/R Rocket Management Co. Inc. ' out forms on c Organization the computer, ree57 Wharf Stt, Suite 2E use only the d. Mailing Address tab key to Salem MA 01970 move your e. Cityfrown f.State cursor-do g.Zip Code not use the 4. Property Owner(if different from applicant): return key. _ Applicant above and lillrm a. First Name b. Last Name Picking Wharf Complex, LLC c/o Rocket Management& Realty Company c.Organization ° 190 Pleasant Street d. Mailing Address Marblehead MA 01945 e.Cityfrown f.State . g.Zip Code 5. Project Location: _23 Congress St 9 Pickering Way Salem a.Street Address b.Cityfrown 34 447, 408 c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: d m s d m s d. Latitude e. Longitude wpaform5xioc• rev.05/192010 - Page 1 of 12 COMMONWEALTH OF MASSACHUSETTS ESSEX REGISTRY OF DEEDS,S0.DIST.,SALEM,MS ESSEX SS -S 1V 30, AT COPY'OFRECORD: BOO PAGE4 2i ATTEST: REGISTER Attachment to Order of Conditions # 64-569 € Page 5 of 5 (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs, including foundation drains, constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling, excavating and/or disturbance of soils or vegetation approved under this Order; 36. 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. 37. 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. 38. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized their removal. ADDITIONAL CONDITIONS 39. Prior to start of site activity, the applicant shall submit to the Conservation Commission an Illicit Discharge Compliance Statement per Standard 10 of the Massachusetts Department of Environmental Protection Checklist for Stormwater Report. 40. All stockpiling of debris, fill and excavated material shall occur outside the resource areas and buffer zones. This condition may be waived on a case by case basis upon written determination by the Conservation Agent that a stockpile area includes measures to adequately protect the resource areas or buffer zone. 41. Below-grade excavation shall be limited to the minimum necessary to construct the building and related infrastructure. 42. Any existing drainage components to be reused must be inspected prior to their reuse. 43. Prior to start of construction of the new building, condition the drain line referenced as Item 95 in William Ross's June 27 2014 peer review letter addressed to Dana Menon, shall be assessed. The C't3Gl}MJn�2 n ,� ??eondttion_of said drain ]me and a plan to address it shall be reported to the Conservation Agent. The Conservatiori Agent will determine whether work associated with this drain line requires further review 'tN�1'19P. ,.we "i ' by the Conservation Corrimrssion. PI*Lk33q� F a i �Ar PERPETUAL CONDITIONS 44. The parking lot 9hall be leaned with a street sweeper at least four times per year. Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D. Baker Matthew A. Beaton Governor Secretary Karyn E.Polito RECEIVED Martin Suuberg Lieutenant Governor - Commissioner FEB 16 2016 February 11, 2016 _ �- DEPT. OF PLANNINGB '� COMMUNITY DEVELOPMENT Salem Waterfront Hotel & Suites, LLC c/o Michael Rockett 57 Wharf Street, Suite 2E Salem, Massachusetts 01970 Re: Written Determination Pursuant to M.G.L. c.91,Waterways Application#W14-4218-N Salem Waterfront Hotel Expansion, 23 Congress Street, Pickering Wharf Filled Tidelands of the South River, Salem, Essex County Dear Mr. Rockett: The Department of Environmental Protection (the "Department") hereby issues this Written Determination, pursuant to Massachusetts General Law (M.G.L.) Chapter 91 (c.91), the Public Waterfront Act, and the Waterways Regulations at 310 CMR 9.00, and its intent to approve the referenced application, subject to the attached conditions. Salem Waterfront Hotel & Suites, LLC (the "Applicant'), requests authorization pursuant to M.G.L. c.91 and applicable provision of 310 CMR 9.00 to demolish an existing 21/2-story marina building and construct and maintain a 5-story hotel with 42-guest rooms, restaurant and bar, public restrooms, seasonal.outdoor dining area, ballroom and function space, marina office, marina support space, underground utilities, landscaping, open space, improvements to an existing onsite and portion of offsite publicly accessible waterfront walkway ("Harborwalk") and construction of a new onsite Harborwalk section at 23 Congress Street, Pickering Wharf, located on filled tidelands of the South River, Salem, Essex County. The total project site encompasses 28,686-square feet and is located entirely on previously authorized fill, of which, 4,661-square feet consists of Private Tidelands and 24,025-square feet consists of Commonwealth Tidelands. The proposed project involves the demolition of the existing 2%-story marina building, elimination of surface parking, and reconfiguration of a portion of a private internal roadway. Following said work, the project site will be redeveloped to include a 5-story, 67-foot high (minus ornamental cupola, mechanical equipment, and associated screening located above the fifth story roofline), 14,328-square foot hotel (with a total gross area of 60,514-square feet) consisting entirely of Facilities of Public Accommodations (FPA) and/or water-dependent uses: the first floor includes a hotel lobby and reception area, a 110-seat restaurant, a 60-seat This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-900-439-2370 - MasSDEP Website:w vrnass.gov/dep - Printed on Recycled Paper Written Determination and Draft Special Conditions Page 2 of 18 Waterways Application Ne: W 14-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County loungelbar, a kitchen, public restrooms, and manna services; the second floor includes a ballroom and function space, restrooms, meeting space, storage area, warming kitchen, and manna support space; and,the third through fifth floors includes 42-guest rooms. The project site will not include any onsite parking, only a pick-up/drop-off area and loading/unloading zone area located at the main entrance to the hotel building: The project.also includes public open space, landscaping, a seasonal outdoor dining area, an onsite 20-foot wide (10-foot clear) Harborwalk with associated appurtenances and connecting walkways, and an offsite Harborwalk with associated appurtenances. Pursuant to the City of Salem Municipal Harbor Plan (MHP), approved by the Secretary of the Executive Office of Energy and Environmental Affairs ( the "Secretary") on June 24, 2008, the project site was afforded substitutions from various nonwater-dependent dimensional requirements provided offsetting public benefits approved in the Secretary's Decision of the Salem MHP where supplied in return. The project site is located in Sub-Area A of the South Commercial Waterfront District and referred to as the "Waterfront Complex Site at Pickering Wharf' in the Salem MHP. The project, as constituted, will require three (3) substitutions with applicable offsetting measures, as detailed below: L 1) Substitution from 310 CMR 9.51(3)(c) reduced the width of the Water Dependent Use Zone (WDUZ) onsite from 100-feet wide to 20-feet wide from the project shoreline, provided that as an offsetting measure the Applicant upgrade and maintain an existing approximately 400-foot long section of public walkway on the southern side of Pickering Wharf(as depicted on Figure 12 of the Salem MHP) to a clear 10-foot wide with enhanced design standards and appropriate lighting. Additionally, the Applicant is required to create and maintain a"Gateway Entrance"to the Harborwalk,fronting Congress Street. 2) Substitution from 310 CMR 9.51(3)(c) increased the height of nonwater-dependent buildings located within 100-feet from the project shoreline from 55-feet high to 70-feet high, which is consistent with the City of Salem's height requirement for a building located within this applicable zoning district. As an offset for the increased building height on the site.the Applicant is required to provide additional public open space within the ground level building turret portion of the new Harborwalk to create a "Gateway Entrance", fronting Congress Street, to more effectively attract the transient public to the Harborwalk and to the waterfront. Additionally, the Applicant shall construct and maintain an offsite observation platform located at the southeastern corner of Pickering Wharf(as depicted on Figure 12 of the Salem MHP). 3) Substitution from 310 CMR 9.52(1)(b)(1) requires a dedicated 20-foot wide public . walkway along the water's edge around the South River, of which a minimum 10-foot wide area along the water's edge shall be an unobstructed pedestrian pathway and the landward 10-feet may be used for landscaping and accessory amenities (including a seasonal outdoor dining area)to enhance the transient public's waterfront experience. The proposed project has effectively provided the required offsetting measures for each substitution afforded through the Salem MHP. Specifically, the Applicant proposes to construct a 20-foot wide Harborwalk with Gateway Entrance which includes public space in the open Written Determination and Draft Special Conditions Page 3 of 18 Waterways Application N2: W 144218-N Salem Waterfront Hotel Expansion, Salem, Essex County ground-level building turret fronting Congress Street, that then transitions to a 10-foot clear Harborwalk along the South River, and the landward 10-feet of the 20-foot wide Harborwalk includes associated appurtenances and a seasonal outdoor dining area adjacent to the ground floor restaurant and bar. This project also includes the offsite improvements to the existing public accessway along the southern side of Pickering.Wharf to a minimum 10-foot clear concrete Harborwalk with associated appurtenances and the installation of an observation platform at the southeastern corner of Pickering Wharf to gain views of Salem Harbor. Findings: 1) The Department determines that the use of authorized filled Private and Commonwealth Tidelands for a restaurant and hotel/motel services is a nonwater-dependent use pursuant to 310 CMR 9.12(2)(f)(1) and 9.12(2)(f)(6), respectively. The Department also determines that the use of authorized filled Commonwealth Tidelands for a marina office' and associated marina services is accessory to a water-dependent use pursuant to 310 CMR 9.12(3). Given the project does not consist entirely of water-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 28,686-square feet project site is located on previously authorized fill, of which 4,661-square feet is located on Private Tidelands and 24,025-square feet is located on Commonwealth Tidelands. The Department's Presumptive Line Project delineated the historic high water line based on a compilation of two historic United States Coast Survey Maps dated 1847 and 1894. The historic high water line is located north of the project site, along Derby Street, Salem. The historic low water line was also derived from the Department's Presumptive Line Project, which derived from United States Coast and Geodetic Survey Map titled"Hydrograph of Salem Harbor"dated 1894. 3) The Department determines that a portion of the nonwater-dependent use building encroaches into the Water Dependent Use Zone (WDUZ), however that portion of the building is only 2-stories high and both stories consist entirely of water-dependent uses or accessory uses thereto. 4) The Department determines that the required public notice was published in the Salem News on September 12, 2014 and on September 19, 2014 and in The Environmental Monitor on September 10,2014 and September 24, 2014. The required public hearing was held on September 18, 2014 at 4:00pm at Salem City Hall Annex, 120 Washington Street, Salem. Because the Applicant failed to publish the initial Public Notice before or by the Notification Date (September 10, 2014), the Department required the Applicant to renotice the project in said publications and extend the public comment period two weeks to ensure that proper public notification is given. The following persons or groups submitted written comments during the extended public comment period: the Massachusetts Division of Marine Fisheries (DMF) and Steven Falvey (Vice President, Pile Drivers Local 56). All public comments were reviewed and responded to satisfactorily by the Applicant or addressed in the Department's Findings and Special Conditions of this Written Determination. Written Determination and Draft Special Conditions Page 4 of 18 Waterways Application Ns: W 14-4218-N Salem Waterfront Hotel Expansion, Salem,Essex County 5) The Applicant has submitted, or will submit prior to licensing, relevant documentation regarding compliance with other regulatory requirements including the Massachusetts Environmental Policy Act (EEA #15044) issued on May 24, 2013, the Wetlands. Protection Act (File #64-569) issued on July 2, 2014, the Massachusetts Historic Commission Act. The Salem Planning Board Notification dated July 16, 2014 and the Salem Zoning Certificate dated July 15, 2014. 6) The Department is not required to make a Section 61 fording pursuant to M.G.L. c.30 § 61, the Massachusetts Environmental Policy Act (MEPA), since the Secretary did not require an Environmental Impact Report (EIR) in the Certificate dated May 24, 2013. 7) The Department determines that the project, as conditioned, complies with all applicable standards of the Waterways Regulations, including the special standards for nonwater- dependent use projects at 310 CMR 9.51-9.53. In addition, the Department determines that the project as conditioned complies with the City of Salem MHP approved by the Secretary on June 24, 2008. 8) The Department determines that the project requires payment of$10,000 into the South River Watersheet Activation Fund. This account was 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 MHP. 9) The Department determines that the proposed project, as conditioned herein, serves a proper public purpose that provides greater benefit than detriment to the rights of the public in tidelands in accordance with 310 CMR 9.31(2)(b). During the review of this application, the Department determined that the Applicant never fully constructed the waterfront walkway on the project site as required in Waterways License No. 10005, issued on April 28, 2004. To compensate the public for not being able to fully use and enjoy the public benefits required under License No. 10005 for almost 9-years, the Applicant shall pay $10,000 into a special account established by the City of Salem for the sole purpose of creating or improving public access along Salem's shoreline, as reflected in the Special Conditions contained herein. The Department requires said amount in Special Condition #3 of the License to be issued, and intends to establish a date certain that the unconstructed walkway be substantially completed.by in Special Condition#5 of the License to be issued hereto. By inclusion of Special Condition#3 and Special Condition #5 to the License to be issued hereto, the Licensee shall be in compliance with Special Conditions #2 and#9 of Waterways License No. 10005. 10)The Department presumes that the proposed project is consistent with all applicable Coastal Zone Management (CZM)policies, in accordance with M.G.L. c.91 § 18. 11)The Applicant requested an extended term of 99-years for the license to be issued pursuant hereto. The Department gave considerable thought to the appropriate length of the license term and determines that the project, as conditioned herein and in providing the necessary supporting information, meets the requirements of 310 CMR 9.15(1)(b). The Department finds that an appropriate term is 50-years for the proposed nonwater-dependent use it Written Determination and Draft Special Conditions Page 5 of 18 Waterways Application Ns: W 14-4218-N Salem Waterfront Hotel Expansion, Salem,Essex County building. The factors considered in making this decision include: the extent of Private and Commonwealth Tidelands on the project site and the corresponding stewardship responsibilities of the Department; consistency with state and local planting objectives articulated in the approved Salem MHP; the term length of the abutting Salem Waterfront Hotel & Suites and Bank parcels; the extent of private investment in and long-term maintenance of onsite and offsite public amenities; longevity, appropriateness, and financing of the structures; and other relevant factors such as public benefits not required by any State Regulation or of the Salem MHP, such as the addition of a new railing along the seaward edge of the existing public accessway fronting Finz Restaurant between the required onsite and offsite Harborwalk improvements to ensure a consistent railing material along the entire southern seaward edge of Pickering Wharf.. Conclusion: On the basis of the foregoing analysis, the Department will approve the proposed structures and uses described herein, as shown on the draft license plans and as shall be modified and delineated on the final license plans in accordance with the terms of this Determination. This Determination is 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 License 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 on Pages 7 and 8. The Department will grant the Chapter 91 Waterways License if no appeals are filed within 21-days of the issuance of this Determination and upon receipt of the final mylar license plans. No construction or alteration in or to any portion of the project site within jurisdictionP ursuant to M.G.L. c.91 is authorized until a Waterways License has been issued. If you have any further questions, please contact Frank Taormina in the Waterways Regulation Program at frank.taorminanae state.ma.us or at(617) 292-5551. THIS DETERMINATION IS ISSUED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION ON THE ttI _DAY OF re.A:-c—ti, TWO THOUSAND SIXTEEN. Lealdon Langley Director Wetlands and Waterways Program Cc: Mayor Kimberley Driscoll,City of Salem Salem City Council Written Determination and Draft Special Conditions Page 6 of 18 Waterways Application Ne: W 144218-N Salem.Waterfront Hotel Expansion, Salem, Essex County Salem Planning Board Salem Conservation Commission Salem Harbormaster Ecc: MassCZM MassDMF Lisa Mead,Blatman,Bobrowski,Mead&Talerman, LLC Susan St. Pierre, Susan St.Pierre Consulting Services Tony Sasso,M/R Rockett Management Co., Inc. Joelle Bird,Miyares and Harrington,LLP Stephen Falvey,New England Regional Council of Carpenters,Union Local 111 Written Determination and Draft Special Conditions Page 7 of 18 Waterways Application Nb: W 14-4218-N Salem Waterfront Hotel Expansion, Salem,Essex County NOTICE OF APPEAL RIGHTS Who has the right to appeal? The following persons shall have the right to an adjudicatory hearing concerning this decision by the Department to grant or deny a license or permit, in accordance with 310 CMR 9.17(1): (a) an Applicant who has demonstrated property rights in the lands in question, or which is a public agency; (b)any person aggrieved by the decision of the'Department to grant a license or permit who has submitted written comments within the public comment period; (c) ten (10) residents of the Commonwealth who, pursuant to M.G.L. Chapter 30A, § 10A, have submitted comments within the public comment period with at least 5 of the 10 residents residing in the municipality(s) in which the license or permitted activity is located. The appeal shall clearly and specifically state the facts and grounds for the appeal and the relief sought, and each appealing resident shall file an affidavit stating the intent to be part of the group and to be represented by its authorized representative; (d) the municipal official in the affected municipality who has submitted written comments within the public comment period; and (e) CZM, for any project identified in 310 CMR 9.13(2)(a) for CZM participation or, in an Ocean Sanctuary, if it has filed a notice of participation within the public comment period. How can I request an adjudicatory hearing? A person requesting an adjudicatory hearing,must submit a "Notice of Claim"to the Department, with a copy of the MassDEP Adjudicatory Hearing Fee Transmittal Form and include the details specified below, within twenty-one (21) days of the date of issuance of this decision. The Fee Transmittal Form is available at the following website: http://www.inass.gov/eca/docs/dea/service/adr/adoherhmdoc The Notice of Claim must be made in writing and sent by certified mail or hand delivery to: MassDEP Case Administrator One Winter Street, 2nd Floor Boston, MA 02108 A copy of the complete Notice of Claim must be sent at the same time by certified mail or hand delivery to: (1)the Applicant, (2)the municipal official of the city or town where the project is located, and (3)the issuing office of the MassDEP,which in this case is located at: MassDEP Waterways Regulation Program One Winter Street, 5th Floor Boston,MA 02108 The MassDEP Adjudicatory Hearing Fee Transmittal Form and a valid check payable to "The Commonwealth " ' . of Massachusetts m the amount of one hundred dollars ($100)must be mailed to. MassDEP Commonwealth Master Lockbox P.O. Box 4062 Boston, MA 02211 Y Written Determination and Draft Special Conditions Page 8 of 18 Waterways Application Ns: W 14-4218-N Salem Waterfront Hotel Expansion, Salem,Essex County What information must be included in the hearing request? Pursuant to 310 CMR 9.17(3), any Notice of Claim requesting an adjudicatory hearing must include the following information: (a) the MassDEP Waterways Application File Number; (b) the complete name, address,fax number and telephone number of the Applicant; (c) the address of the project; (d) the complete name, address, fax number, and telephone number of the party filing the request and, if represented by counsel,the name,address,fax number, and phone number of the attorney; (e) if claiming to be a person aggrieved,the specific facts that demonstrate that the party satisfies the definition of"aggrieved person"found in 310 CMR'9.02; (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 MassDEP's written decision, and the relief sought through the.adjudicatory hearing, including specifically the changes desired in the final written decision; and (h) a statement that a copy of the request has been sent to: the Applicant and the municipal official of the city or town where the project is located. Dismissal of request .The request for appeal will be dismissed if the filing fee is not paid, unless the appellant is exempt or is granted a waiver. Exemptions-, 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. Waiver 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. Written Determination and Draft Special Conditions Page 9 of'18 Waterways Application No: W 14-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County WRITTEN DETERMINATION AND DRAFT SPECIAL CONDITIONS Salem Waterfront Hotel and Suites, LLC of -- Salem -- in the County of -- Essex -- and Commonwealth aforesaid, has applied to the Department of Environmental Protection for license to -- demolish an existing 2%-story manna building and construct and maintain a 5-story hotel, restaurant and bar, seasonal outdoor dining area, ballroom and function space, marina office, marina support space, underground utilities, landscaping, public open space, construct and maintain a publicly accessible walkway ("Harborwalk"), and expand and improve an existing onsite and offsite Harborwalk, as further describedbelow------------------------------------------------------------ --------------------------- 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, subject to the approval of the Governor, authorizes and licenses the said Salem Waterfront Hotel & Suites, LLC, 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 -- to demolish an existing 2%-story . manna building and construct and maintain a 5-story (which has approximately 60,514 gross square feet a.building footprint of approximately 14,328-square feet and accommodating,up to 42-guestrooms and accessory uses thereto), a 1 I0-seat restaurant,60- seat bar/lounge, seasonal outdoor dining area, ballroom and function space, marina office, marina support space, underground utilities, landscaping, public open space, construct and maintain an approximately 60-foot long by 20-foot wide (10 foot clear) partially cantilevered concrete Harborwalk with associated appurtenances ("Harborwalk Section 41") as required by the Salem Municipal Harbor Plan ("Salem MHP"), expand and improve an existing approximately 135-foot long onsite waterfront walkway to a 20-foot wide (10-foot clear) partially cantilevered concrete Harborwalk with associated appurtenances ("Harborwalk Section #2") as required by the Salem MHP, and expand and improve an existing approximately 400- Written Determination and Draft Special Conditions Page 10 of 18 Waterways Application No: W14-421 8-N Salem Waterfront Hotel Expansion, Salem, Essex County foot long section of offsite waterfront walkway located on the southern side of Pickering Wharf to a 10-foot wide (10-foot clear) partially cantilevered concrete Harborwalk with associated appurtenances and an observation platform ("Harborwalk Section 43") as required by the Salem MHP and as depicted on Sheets C1.1, C1.2, A3.1, and.A3.2 of draft license plans submitted with Waterways Application No.W 14-4218-N ------------------------------------------------------------------ on filled tidelands of-- the South River -- at 23 Congress Street, Pickering Wharf-- in the -- City -- of -- Salem -- and in accordance with the locations shown and details indicated on the accompanying Draft License Plans submitted with_Waterways Application No. W 14-4218-N (Sheet 1. Existing Conditions Plan dated February 15, 2014 through April 13, 2015, Sheet 2. Site Plan dated February 15, 2014 and revised June 28, 2014; Sheet 3. Ground Floor Plan dated February 15, 2014 and revised June 28; 2014 and November 20, 2014, Sheet 4. Chapter 91 Combined Site Area Calculations February 15, 2014 and revised June 28, 2014), Sheets A3.1 dated January 12, 2015 and revised April 21, 2015, A3.2 dated April 21, 2015, C1.1 and C1.2 dated January 12, 2015 and revised on April 21, 2015 and April 28, 2015, P1.1 and P1.2 dated December 16, 2014, Second Floor Plan not dated, Utilities Plan dated May 12, 2014, Elevation Plans (4 sheets) dated June 5, 2014, Landscaping Plan (2 sheets) not dated, and Gateway Feature Plan not dated. Specific Legislative Authorizations and Licenses issued previously at the project site include: Harbor & Lands Commission (H&L) 1646 issued in 1894, H&L License 1647 issued in 1894 (void due to failure to record), H&L License 3323 issued in 1908, Department of Public Works (DPW) License 400 issued in 1904, DPW License 485 issued in 1924, DPW License 486 issued in 1924 (void due to failure to record), DPW License 682 issued in 1926, DPW License 3708 issued in 1955, DPW License 4645 issued in 1962, Department of Environmental Quality Engineering (DEQE) License 757 issued in 1981, Department of Environmental Protection (DEP) License 6790 issued in 2000, DEP License 9331 issued in 2002, and DEP License 10005 issued in 2004 which was authorized to supersede portions of previous said authorizations and supersedes DEP License 9331 in its entirety. These authorized structures and fill shall be maintained in accordance with the terms and conditions of said licenses and plans, or as modified herein. The structures authorized hereby shall be limited to the following uses: hotel, lobby and receptions area, office, restaurant, bar/lounge, kitchen, ballroom and banquet support space, seasonal outdoor dining area, marina office and support space, public restrooms, public open space, and public access to waterfront open space for passive recreational purposes. Written Determination and Draft Special Conditions Page 11 oJ'18 Waterways Application X!?: W 14-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County This License is valid for a term of fifty (50) years from the date of issuance. 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 this license. This Determination is subject to the following Special Conditions and Standard Conditions. These Special Conditions will be included, in substantially the same form, along with the Standard Conditions,with the final Waterways License to be issued pursuant hereto. Special Condition 1: As shown on said Draft License Plans, the entire hotel building shall consist of Facilities of Public Accommodations (FPAs) and/or water-dependent uses or accessory uses thereto, which includes a lobby and reception area, restaurant and bar, public restrooms, and manna services on the first floor. The second floor shall include marina services, a ballroom and banquet support space, and the third through fifth floors shall contain approximately forty-two (42) hotel guest rooms and associated facilities. Said uses shall be the primary uses of the building for the term of the License. .S'necial Condition 2: The Licensee shall make available to the public restrooms on the ground floor of the hotel building at no charge. Public accessibility thereto shall be during hotel and restaurant/bar hours of operation. Access to said restroom facilities shall not require patronage of the restaurantfbar services. Signage of adequate size indicating availability of restrooms on the ground floor of the hotel building shall be posted at eye level near the front and rear entrances to the hotel building. Special Condition 3: The Licensee never fully constructed the waterfront walkway on the project site in accordance with the conditions of Waterways License No. 10005, issued on April 28, 2004. As mitigation to the public for not being able to fully utilize and enjoy the public benefits required pursuant to said License, the Licensee shall pay ten thousand dollars and zero cents ($10,000.00) into a special account established by the City of Salem for the sole purpose of creating or improving public access along Salem's shoreline. Allocation and use of these funds shall be exclusively determined by the City of Salem's Department of Planning and Community Development(DPCD). The Licensee shall pay the total amount of said fee and provide proof to the Department of payment into said account within ninety(90)days of the License to be issued pursuant hereto. Special Condition 4: Final detailed design plans for all three sections of Harborwalk and their associated amenities (i.e. benches, trash receptacles, lighting, landscaping, wayfinding signage, etc.) shall be reviewed and approved by the City of Salem DPCD to ensure compliance with the Salem MHP and the City's Harborwalk specifications. A copy of the approved Harborwalk plans along with the City's written approval of said plans shall be provided to the Department no later than thirty(30) days after City approval. Written Determination and Draft Special Conditions Page 12 of'18 Waterways Application Ns: W 14-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County Special Condition 5: Harborwalk Section #1 shall be substantially constructed and open to the public within forty-two (42) months of the issuance of this License. No time extension shall be granted for this section for the Harborwalk. Special Condition 6: Harborwalk Sections #2 and #3 shall be completed and opened to the public no later than the first Certificate of Occupancy issued by the City of Salem for the hotel building, but in any case no longer than within five (5) years of the issuance of this license. Special Condition 7: The Licensee shall install and maintain in good repair two (2) wayfinding signs of adequate size to be clearly visible to pedestrians from the following 1pcations: one (1) located at the new Gateway Entrance to the Harborwalk fronting the Congress Street Bridge, and one (1) located on the new sidewalk near the loading zone, pointing south down the walkway ramp situated between the proposed hotel and the existing condominium parking lot to the Harborwalk. Said signs shall be designed in accordance with all local laws, the Salem MHP, and with the City Citywide Sign Specifications. Prior to fabrication and installation of said signs, the Licensee shall submit draft sign specifications consistent with the above referenced installation locations to the City of Salem DPCD for review and approval. A copy of final approved specifications and plans shall be provided to the Department no later than thirty (30) days after City approval. Special Condition 8: Prior to construction the Licensee shall provide manna users with reasonable written notice of the duration and extent of construction occurring on site and provide a clearly marked and unobstructed path from the marina entrance to Wharf Street, Derby Street and/or Congress Street to minimize interference with marina operation during construction. Special Condition 9: The project site shall not include any onsite parking, only a Drop-Off Area and Loading Zone Area as depicted on Draft License Plans (Sheets 2-4) submitted with Waterways Application No.W14-4218-N. No deliveries shall occur from the Congress Street side of the project site so as not to conflict with or obstruct the public's enjoyment of the Harborwalk, open space areas, and seasonal outdoor dining area. Special Condition 10: The referenced Loading Zone Area shall be permitted for use by authorized marina users for transitory loading and unloading during times outside of those explicitly posted for deliveries. The Licensee shall develop a draft sign specification to be reviewed and approved by the Department with proposed delivery days/times, proposed language regarding use by authorized marina users outside of posted delivery times, and the proposed installation location at the head of the Loading Zone Area. The draft sign specifications shall be submitted to the Department no later than the first Certificate of Occupancy issued by the City of Salem for the hotel building. Special Condition 11: The Licensee shall construct and maintain in good repair a network of Written Determination and Draft Special Conditions Page 13 of 18 Waterways Application Ns: W 14-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County exterior public open space of not less than 14,358-square feet(50.1% of the project site) with no obstacles for safe, free and universally accessible public passage. All open space shall be accessible twenty-four (24) hours a day with no gates or other barriers installed to impede pedestrian circulation. The open space shall include the components described on the Draft License Plans (Landscaping Plan as shown on Figure 13 and Figure 14 submitted with said Waterways Application). a) The public open space shall include, but not limited to, the following pedestrian amenities: benches, lighting, trash receptacles, public art, wayfmding signage, bike racks, seasonal outdoor dining area, and landscaping that is consistent with the Landscaping Plan and that complements but does not obstruct public access. The exact number of tables and chairs for the seasonal outdoor dining area shall be limited to that which is authorized by the City of Salem Licensing Board. b) The public open space shall be completed and available for safe pedestrian use no later than the date of the first Certificate of Occupancy issued by the City of Salem for the project site, except for landscaping and other matters governed by seasonal opportunity. in any event, the public open space shall be completed within six (6) months of issuance of the fust Certificate of Occupancy. c) The open space shall be maintained and programmed in accordance with a Management Plan prepared and updated in accordance with Special Condition#13 below. Special Condition 12: The Licensee shall construct and maintain the entire ground floor as a Facilities of Public Accommodation (FPA) and/or water-dependent uses or accessory uses thereto. The following FPAs shall be located on the ground floor as further located and described on the Draft License Plans (Sheet 3 of 4, entitled "Ground Floor Plan") submitted with said Waterways Application. a) The FPAs and/or water-dependent uses include, but are not limited to, the following: hotel lobby, reception area, and accessory uses thereto, restaurant and bar, public restrooms, manna services, seasonal outdoor dining area, public open space, and Harborwalk. b) Any use specifically listed in the FPA definition at 310 CMR 9.02 shall be presumed to meet the above requirements for such facilities. Conversely, any use proposed as a FPA that is not specifically listed in the regulatory definition shall require prior review and approval of the Department. c) The interior FPAs shall be maintained and programmed in accordance with a Management Plan prepared and updated in accordance with Special Condition#13 below. Special Condition 13: The Licensee shall submit, within one hundred eighty (180) days of the issuance of this license, a Management Plan for the Department's review and written approval and'concurrently provide a copy to those on the distribution list of the Written Determination for 4 - c Written Determination and Draft Special Conditions Page 14 of 18 Waterways Application Ns: W 14-4218-N Salem Waterfront Hotel Expansion., Salem, Essex Count a thirty (30) day comment period. The Management Plan will become final upon receipt of Department's approval, and shall include any conditions of the Department's approval. a) Purpose: The objectives of the Plan are, over the short-term, to advertise over a broad geographic area and to diverse user groups the availability of the public facilities; and, over the long-term, to achieve effective public use and enjoyment of all publicly accessible facilities while minimizing conflicts with other legitimate interests including the protection of private property and natural resources. b) Management Oversight: The Management Plan shall clearly describe the roles and responsibilities of each management entity involved in the project site to demonstrate compliance with this condition. c) Content: At a minimum, the Plan shall address long-term programming, management, maintenance, that will be employed to all interior and exterior publicly accessible space. Specifically, the plans shall,address all interior and exterior public spaces including but not limited to: public restrooms, exterior open space including the programming of the public space in the open ground-level building turret fronting Congress Street, landscaping, seasonal outdoor dining area, public sidewalk and associated landscaping and appurtenances along Congress Street, onsite and offsite Harborwalk and associated appurtenances, all site signage as required in Special Condition #2, #7, and #10. Said Plan shall describe a mechanism to ensure that project construction shall minimize interference with the adjacent marina operations. Said Plan shall also describe the use of said Loading Zone Area for deliveries and authorized marina users, the location of trash dumpsters and screening of trash area, and snow storage and snow removal onsite. Furthermore, the Licensee shall identify and provide contact information for the persons responsible for carrying out the duties of said Pian, the property manager, operators of the hotel, restaurant, bar, and marina services space. Finally, the Licensee may adopt reasonable rules, subject to prior review and written approval by the Department, as are necessary for the protection of public health and safety and private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. d) Periodic Review: The final Management Plan shall be periodically reviewed and revised as necessary based on changes in the operation and management of the FPAs. Any subsequent updates of said Plan shall include an update of all contact information for persons responsible for carrying out the duties'of said Plan, the property manager, operators of the hotel, restaurant, bar, and marina services space. The updated Management Plan shall also include a copy of the Department's plan approval letter(s) and the results of annual compliance inspection reports performed by the Licensee detailing compliance with the Special and Standard Conditions of this License. When said Plan is updated, it shall be submitted to the Department for review and approval. At a minimum, an updated Management Plan shall be submitted for Department review on every ten (10) year anniversary of the issuance date of the License to be issued hereto. Written Determination and Draft Special Conditions Page 15 of 18 Waterways Application Ne: W 1.4-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County Special Condition 14: In accordance with the City of Salem's Municipal Harbor Plan, the Licensee shall make a monetary contribution of ten thousand dollars and zero cents ($10,000.00) to the South River Watersheet Activation Fund. This account was 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 MHP: Payment shall be made to the City of Salem DPCD prior to the issuance of the first Certificate of Occupancy issued.by the City of Salem for the hotel building. The Licensee shall provide proof of such payment to the Department within thirty(30) days of payment made to the City. Special Condition 15: Pursuant to 310 CMR 9.22(3), the Licensee may undertake minor project modifications upon written notice to, and approval by, the Department. Special Condition 16: The Licensee shall allow agents of the Department to enter the project site to verify compliance with the conditions of this License. Special Condition 17: The use by the public of the publicly accessible areas at the project site shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21, § 17c shall apply. Special Condition 18: The Licensee shall provide to the Department, within thirty (30) days of receipt, adequate proof of issuance of the first Certificate of Occupancy issued by the City of Salem for the project site. Special Condition 19: All work authorized herein shall be completed within five (5) years of the date of License issuance. Said construction period may be extended by the Department for one or more one year periods without public notice, provided that the Licensee 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 20: 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 to do business in the Commonwealth that the project was completed in accordance with the License. Special Condition 21: The Written Determination shall remain valid for up to one (1) year after issuance. Said term may be extended for one or more one year periods, provided that the Applicant submit to the Department, thirty (30) days prior to the expiration of said term a written request to extend the term and provides adequate justification for said extension. This condition shall expire upon issuance of the License to be issued pursuant hereto. Written Determination and Draft Special Conditions Page 16 of 18 PP Waterways Application No: W 144218-N N Salem Waterfront Hotel Expansion, Salem,Essex County Please see Page 17 for additional conditions to this License Duplicate of Draft Plan Number W14-4218-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 a part hereof. Written Determination and Draft Special Conditions Page 17 of 18 Waterways Application No: W 14-4218-N Salem Waterfront Hotel Expansion, Salem, Essex County 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 LicenseerD for 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. The Licensee stated that Salem Waterfront Hotel and Suites.LLC and Pickering Wharf Complex LLC were the property owners at the time the application was submitted on July 21,2014. 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,M.G.L. Chapter 131, §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. 9. This License authorizes structure(s)and/or fill on: XPrivate 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 flow water marks,for the purposes of fishing,fowling,navigation,and the natural derivatives thereof. XCommonwealth 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. Navigable River or Stream. The Licensee shall not restrict the public's right to use and to pass freely,for any lawful purpose, in the waterway. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this license. 10. 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 and Draft Special Conditions Page 18 of 18 Waterways Application No: W 14-4218-N Salem Waterfront Hotel Expansion, Salem,Essex Coen y 4lie miotmt of tidewater displeeed by the work hereby autheiized has been aseeflaiiied ty QR*j Department, and compensation thereof has been made by the said -- eont Hotel and Suites, LLC -- by paying into the treas ommonwealth -- ten dollars and zero cents ($10.00) -- for e so displaced, being the amount hereby assessed by said Department 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 60 days from the date hereof,at the Registry of Deeds for the- South District--of the County of--Essex -- IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this day of in the year two thousand and sixteen. Department of Program Duector Environmental Protection THE COMMONWEALTH OF MASSACHUSETTS the said -- Salem Waterfront Hotel and Suites, LLC -- the finlher sum of-- N/A -- ount determined by the Governor as a just and equitable charge for rights and privi ereby granted in the land of the Commonwealth. BOSTON, LL . - K Q f g .:.—___.._ _ _. 0 3 �... ..... _. "< f `'- "RussIAN ALEGEND: Y ID SOCIETY'�I R■i�■,PROPORBD PRDRiCT MEN 9 � 20-FOOT 1110E WUUZ 0�e EXISTING SA M A 6= ® ®100-FOOT LIEU OF GROUND PLANE -FACILITY OF PUBLIC ACCOMODATION 1. 4 �i / P WATERFRON p { j EASTERN>✓ J _ .-•.--- -...-gp51'INc DGH x LOW WATER LINE BANK .HOTEL �_ y % — .- % OF COMMONWEALTH TDRH16DORIC DOW �(t,A— rC ( S % _ \ h°m Licewa Na.1009) y CRESCENT" _.DgrORIC LOW.WATER /UMT OF ' �E COM(ENWEALTN TUHILANDS (teku ° i lo� {' m ( WAY z from 1094 U.R. C...t k G.64.Ma (A ° S� hl 1 ,,.i ©� 0 E V. %//6d/6% A o Nors ei.�.e hi,h—1.r I...I,d I 1f F ® # mf .re.m. 9.mo- r s ..h �° , LU F 1 a m 6s �eiianr a ` ` .I� N `V ) A0v v rvGrE Rbt i api.°a. 1 nn zdo 1 O , p `6 J .y 480 911 -4601*SP di Ou'" ,+i NODE m w i..(C.—.....m ". .. TMW xa 1 m 20.380 4.e..r..)' 4,061 486+—SF WAY Ri.t.ne' ( 4 ( i 6 f�✓ ; �,� ( uplanaa( 24025xSP 0) CO OMIDUM ry _ 14 P NG DT o �� G i,�' °® GRAPIU / 2� I I. MARINA/OFFICES — - - � ®4 - EXISTING 14 _ o- � CONDITIONS Meme b I I 1 '�_ s � 1+SF , I � f � 'i XiiltfllX ' Idpfif 'I{e �� a�W - PLAN DO I U i j � i� IffNi IOGN W1f4E! °p mLrs li 1 ARBELLA �, 1°r Na $AHEM WATERFRONT f wfl7mn�{,II�Ia ��r HOTEL EXPANSION N144 et ss Street 1a rr a /'�/°s, •eoru.a4xs .3- P 1 Salem. Massachusettsi 1 i 4 Wilab 9m.' Fob—,m .11 a :. I %/ (AWwww) y i z; I O _ i/p .. e i6.: ro1 19eems "e a MARINA L aneS cJ ai I J ld/fAlfd., - — ,�i`'a'Wb, \ suseN sra PULI..A-is 5e TING SERVICES +i D I1I { I - S 0 J/-•/ R I V E R - e�.ma a c:S��� PATROWICZ LAND 9EVIDA)F iT ENCINEOUNG y1_ I _ •f'F., I :S GENT00' "'w:,u-_ SVeei 5 em °1910 i .•-. ppC d ww C 7 ' V 0 Chapter 92 License Application Salem Waterfront Hotel Expansion Project Description 0' " n .. -uu nn v I LEGEND L _ rl tin I I IPnD10SED PROJECT SITE F d i I�,AaEn Duna sx y /l )1 y D ., r ¢ H +Ih I (� ) PROPOSED ]JUMPING it � ]JUMPING 1001 YIIIM1I a Iy]'Q ,,. - z 'AI,SIINC `SA1JY .XNI f ( � � (1nPoul�nG �•^hens.) Anxn-I+,a2Dxsv @@ i ) NASIIHI `GY,J \\'AIFIIRON9' F I 13ANI 1 p 90TEL vuuuc nccesry/I'N[A 'IANCOUg �t I InuucnvlNr, Qa,�' C zo-aooT ulm:nocz r I00-FORT U 1'GROUND OF ATKIN � I A\1.IIJT1' (IF I'UIILII: Aff(INODATIUF fp �~ Ilr� t7.P clw­ tl { r t II 1 i'- GRAPHIC KALI GOkA4 ^.ul corvnonnnluN ( ? ° ' EMNA fOJmw�.m$I,XFANS#Ot. rE �j ; I II - P,u+nn.L 'I II {INFO All l MI ?} SITE PLAN wATIm>y 1 -._ � �'j � ...� \ I � 0 ALRw\v '1 I SALEM WATERFRONT x, rT<< � y wJ �i HOTEL EXPANSION #23 Congress Street Salem Massachusetts ti �I MARINA 1Et7t IOnII LTM SINVICF4 I h I `— \ 1\f1tOPllG IAVU I11t1U1 NIVf k\41NAEXIµ SORT H-- RI V ER _. w 1 Prepared by: Patrowicz Land Development Figure 4 Site Plan Page 19 LEGEND: ... O y GROUND PIADE RTIONS y rl 20— FOOT"IDE NDOZ Totel ground floor oor+ram12,4011EP 1f l Tehm l meriwe (watetN r dependent we) = E984SF' -- 100—FOOT OF GROUND PLANE Tofel foof public ac modatlon - 11,849tSP PACIWTY OFF POEM n., .ACCONOOATION Upper doer aceoeoxy we coOfSP _ W .jI PROPOSED NNI ANA U56 N _� 2 . It �� Ifo 0 � • NEW m g a I _ EA vj— SECOND FIAOR MARINA USE � & � h t m e 2 DO d �bo�xda�l ,e GROUND FLOOR It PLAN for i e SALEM WATERFRONT . ..SBAS0 Ay OUTDQQR D 'INGAI. ' 'RRHANG' EAT RALE - _ - HOTEL EXPANSION tl _ 2ntl F100R 01 .IDerine 5 ... . — b ' `••--a Z �eFe- Pl � #23 Congress Street Y Salem, Massachusetts m q _ ! + ' ' -,e �-, � oe.. °ewe s pum..mm a,..x>.e„',olo m„ f I S 0 U T H R ' ! it EUSA'eST. PIER" CONSULTING SERVICES GRAPHIC PATROACZ LANUrDEVELOPKEET ENCHIESHING. aJ. If B,wn(9)B)L NA—im OIB)0 I i O_ U it I j i Chapter 91 License Application Salem Waterfront Hotel Expansion Project Description EXISTING HOTEL & HANK = 59,010SY IAS • / ml 1, D ,...�1 LEGEND: 4;4�,_ �' R E ../ f- SITE AREA 45 'r PROPOSED HOTEL EXPANSION - 20,eO02SP fl w ..1 SII :IT, 4r / �wxoA r, t/ 1�ti CCAM.GEU SITE AREAS - 01,98[SSI' BUILDING POOTPRWT v u _,_ d dl A -� (ivvl.aiu anvPlvv,otl 4 v.pmVl E, EXISTING HOTEL k RANK - Itl,11'GSSf mllx 'Yr` Il J2eA� PROPOSED HOTEL ETPANSIU\ = 14:12R2SF II G1 c ¢ \ y 4 d w II COMOINFII BUILDING FOOTPRINTS = 92,7503SP y .,1 y - �p f 1 ro x `, OPEN SPACE �3 x w F z .. Ib_O { t I \ {'\ vs 1 o me cr FI . .,lA..n.r...m..na..e..........�.uom L. jI EXISTING HOTEL k HANK 40 G'142SY 9 } Y PROPOSED HOTEL EXPANSION _ 14,050tSF I '',,ssjj 1 aF fL' EXISTING SALEM �� " + COMBINED OPEN SPACE 519x23NV WATERFRONTc EASTERN HOTEL �1 1I��• � �I � O SANE } ���LLLIIII d'� • � � �R I: ? A O IGT OVmR- (p r�fi Z EXISTING HOTEL A RANK JI 2x g M)PIISIB "OCEL F%PANSIUN Il 4H9% 1 \ T'INC.CK I'I a I COMBINED LOT COVERAGES _ 17.3% Y J F� -__�✓ �, 20-FOOT)FIDE MDGF \ ,. _ a_ '-^� —IOO-FOOT LIMIT OF GROUND PLANE FACILITY OF PUBLIC Jill f ✓+. ALCOMOOArION RJ 1 �. e 1 r to"I`T�Ic�a r�•a�tsl,has wnp� `� —�._ ��j'' - D SIE CHAPTER 91 L COMBINED SITE AREA 1} � r1 (1 x{ i CALCULATIONS Ali xvRorosHou dI � � hSALEM4WATERFRONf ti�sa i�ui xlar FE tier SALEM wATExFxorrr a F �k - a ,I; HOTEL EXPANSION �j 1a ' ' #23 Congress Street Salem Massachusetts IL L- EU9ANNT. 14ENRE CONSULTING SENLICE AIiDLLLDIA ew 'iOo/\Ih/, I LGw_I PAINUWGX IAND'UYVELOF=M T YNGINEEBI.NG 3 O U T G[WHiC aVAIE 4,,. z�. Prepared by: Patrowicz Land Development Figure 16 Salem Waterfront Hotel & Proposed Expansion Chapter 91 Compliance Plan Page 129 i . .----------- j II Span I/3 S an I Concrete Slab w/ 6 x 6 2.1/2.1 Pre-Fnished"Westbury' Ballaetered Guard —;r WWM Rail System or Equal - W 4 x 13 Steel Beams a 45' OG - L—J i —J w/2- V2'0 Bolts/ Shields, Both I Ends mom,"eai so..e..no."vm I j - 1112' Composite Deck - Set on _ Bottom Flange Q Cantilever, Typical - ,n I I I 1 I rra 14-100 � I ml/12/15 j I 10'-0' - Minimum Glear Dimension Rckannq WFwf N - � i Walkway Fo,iect - I I I' I 1 I � I - i � - Welkwaj Section I I I as noted I I A3.1 IQ Walkway Section (Scheme °I), 1/2" 1'-a _ I I ne b- rmbi I ------------------------------------------------------- ------------- I i II ---=-- --------'------------------------------------ Span I/3 Span Concrete Slab w/ 6 x 6 2.U2.1 'r _J I WWM Pre-Finished 'Westbury'Baastered Guard — Rall System or Eolual ,r W 4 x 13 Steel Beams 6148'OC - w/2 - 1/70 Bolts a Shields, Both - L Ends - : R Rumpf&Mo An,Inc. =v n�wnm� m wv j - 1112' Composite Deck - Set on—,, Bottom Flange 9 Cantilever, I typical - mn,.u�wc. I I s+vnaww��m I rr�W-I-100 I 04/21/15e j V Reinforced Concrete - Iv eKnee Wall 9 New Ramps g w/ Weeps a Crushed Stone s Inrdl - Pitch Walls as Reguned ! — for New Ramp Conrguratlors _ Rckan,!q Wharf I - 10'-r9° - Minimum Clear Dimension - i Wdkway Pr.J c,t I I I w=.sum I I I I I I I I walkuaj secaon i I I as noted I I . . . . . . A3.2 II ❑1 Typical Walkway Ramp e Observation Platform Sectloni (Sch(qme #J) 1/2" = P-O" -_________________ _______________________________i_ i �I —___---____ _ II q R-------------------------------------------------- L--j — l R�Rumpf&0.vocinia,Inc N tilevered Co to ro !"'=d�=�^=• WaHcw Westbury Ba Bred 75 str O awn Raling S o Equal w New Opening o ongress Street ' O n l I t I _ l • I rra 14-Imo New 'Westbury' Ballustered Railing System or Equal . � l 04/N5 Noles euE l � �I : Pickanrq Wnaf l \,: ..::. l Walkway F'ro�ect l New Ramp o Existing'Step l I Loca4on - I/20 Slope, Mawmum New Cantilevered Goncrete - Walkway 4 'Westbu,y' Ballustered =.� - Raling System or Equal New Ramp o Existing Step r, m Patal Site Plan Location - V20 Slope, Maximum I '� n' - Lmrt of V-0'Walkway - I I I l Platformed Locat;n of Observation as noted \G\ry C1.1 F1 I Partial Slte Plan (Scheme #U, 1" = 50'-0° � I i. n b- mMl ------------------------------------ i i I i j ------------ -------- ----------------------- - ` —i `. II //E XR mpf6Aswcina me I maa,.N�„r t ,j rra 14-100 WaHcDa kerng Wharf waj ProJece. O O ry I Limit of Im'-m' Walkway ,4*, � ry i O 0 Q\a I ProposedLocationof Observation .c - Platform W/ 2.8enche8.as Shown I ob I I Pati 8de Plan I I I as noted - - - - - C1.2 I Observation Platform Plan (Scheme #I), 1/a” = 11-01, i I , rra a-rom mnu I ----------=------- t 1 I I -------------- -------- �j L_JL_J I. Rftumpfk Aam atu.Inc ' un I _ '.v awn;w w•em I 1 . . r - a ........ I rra 14100 "�k rit t Pickerng Wharf � r3 �- `i i W � ✓ � 1� � Walkway PmepecWe as noted 1 Overall Pers ective, n.ts. � 1 1 ---------------------------------------------------- 1 �, 1 ` Fit r I --------------------------------------- I I I w .� a � Sfl WwoM1vuil.4NN I F X 191)o-me n. I I ' f c rra 14-100 I I _ I I � I 2 Detalll Pers' ective, n.t�s. � ., ry � I�ok=� Walkway project � 9 wk"PmapecWe I P I y as noted P1.2 I Underneath Pers ectiv'.e, n.ts. I Chapter 91 License Application Salem Waterfront Hotel Expansion Project Description i , I i , PYRI W 4RIER OE I EEW b 111, - it a noiw _ 0 fPm RELIWR �'''I -I E ERYIE ° � M, rmm —� R .,r - II Enrr rue STT T I wee 1—I , 11 Iv��Rlmv It ! LI mux -0Oe _ II ur '. - ®num II. Wnmm II mr f {{ 11 t' I I :�I � rwWiil I° Wuu q q 10Ll 3 Irtvel II �I� II 1 11 � 11 I' rumlwRVRWu 11 mr. "' '�°Wwvlubmwm 1{ j , +--JI-I I. 1 Im'°ua°wv�EwRvE¢wsa- tVAT Mari I a Use i o I I I I j i Prepared by: SM MA Symmes Maini & McKee Associates Figure 6 Second Floor Plan Page 1 11 i . I I i I a t.pj+- _. EASTERN THE SALEM WATERFRONT ORAPxlc SCA18 HOTEL & SUITES CONDOMINIUM m i � I .^ ONDM PARK r r Y 4 I x •CANCOOK Pi co cANOPr_-_-__ i W 00 FOOT BUFFER ZONH CANOPY o o-1 --" t � aneaswed itaanY- 1 Q4am TOCBJ Eli. t CC �•: ror � 00-FOOT tNN ARLAN 13. . P 1 r I e+ u,, as r ' 'ARRELLA PROPOSED I SALEM WATERFRONT HOTEL EXPANSION Ili �; i � Hors rxp srrz.pwx p xor ros rnnsrpucnax p PWX p PoP p&PxItIIXC PYppgS®OX4T e CONDOMINIUM — ° Xo '3 PARKING IAT f `n n` ""® 1•�+++ d 112� „W SITE PLAN TO ACCOMPANY A s b uvBRaANc p "�;,z NOTICE OF INTENT APPLICATION ahoMng . 'a-----o' san_N�c na._u, aaNa ,«eepeI a, �- •�m,. i L - UTILITIES LITmeIE S uth deof pro t ARESLA SALEM WATERFRONT _ C, a s9 HOTEL EXPANSION y I�q° NBAN , +na„apE,y"I, < — Congress and Derby Streets NicN IIATNfl m I( s —�1 _ - ;.r 'af PSale�x+ Massachusetts � "A .4 s NcvD•zel s N W _ m ltb'ALOW WATER p ^•e^•a^..n m•n=mw,m.mn(e...a a! '-I4 ]• LAND SUBJECT TO Y AL BTOR [ R°uVm x.bnrcai w - MF1L`1NA FLOMACd/100 Y£Afl FEMA FLOOD COASTAL 9ANR figuvYP - " Cy r (wnw:e,!i eelwme s U Q: �r A8 ZONE (totaled an Du wrlicat (LoP°I aMetp2{e vglL) w�Po^' @� ad �: SOBJwr TO COASTAL STORM-� II - 1ANp® pROWIPlw w.wme / FCS(OO -YEAR F&XA FLOOD t " `�'(wq e>s°aim tidal) R I V E R E/ a k a nexw sxepe P xbp �PPoro Px . ePp �mOref+..woo YoeS Psea I i Chapter 91 License Application j Salem Waterfront Hotel Expansion Project Description ' i i I i 's. r - 1 v , "�.•-r!�+'�.r-. .: >� . « cam'.•i+^a.^a.�lw+.-+.i< ._. .. 1 , J 0 -5 14 I North Salem Wale7f-ont, HoteSzleni, A,121 � � I SMT t Prepared by: SMMA I Symmes Maini & McKee Associates Figure 7 North Elevation Page 112 x eAAry r:F1'3 vs lm �,�$ sIF � M1Bell ^'— �`NFA � 11 Fn � s ugFi ' �F'ai F111 0YL'l GaW .: W61 Gi BW WZAO .. 6BW PAE® WA& 611] 6L/8 '` C1 n °FFv c.,.. �'F1 `- NF1 siF .- �1Fs SP1 ,,, "�� +�r:... FF 1 F1F: •��` i WC aA.5 6adA A9Aa +, as/s Pasa nil � RN ate E3 F1 EB IE -'FB 1'auk a Fols _' ,'� r/�FE F1�1➢1 W'iLs�*m'_'�' 174 aka": g� S Y � v� » a��• k;. C� f i a C 4a ..ws, aaaa,«�: N ......,�sPa.'ts..nc�:�unm._,•••,_••.. ^da�:r� ,:.�,.�ti::.�,,._ca>rcr•„ wsncu�+raa. eaesns; �ne -M.v.,�.°� I a�3 v �`,r ,i �',' x r r `i,Lsay'. (+- . «t t 4�4 x .• Na ¢ ft .tv tY,.`.. m J 4 4 xx r t Chapter 91 License Application' Salem Waterfront Hotel Expansion Project Description I ill F i I ® "i 10 mill in y wn. West Elevation }}�� ,�{{ � Si�lem t171iLei6-0111 Llolcl- Salem, MA SM 1V11 Prepared by: SM MA Symmes Main! & McKee Associates Figure 9 West Elevation i 't Page 114 I IiI Chapter 91 License Application - t Salem Waterfront Hotel Expansion Project Description I I-P MIN IM "LEO 910 I i I I i ® f � I � A' m t n 1 JlnB ::) 2,114 I asr Elevation j e olerri Wulerlt-ow Hotel- Salem, 11IA � ro w' I SM'MA I , Prepared by: SM MA Symmes Maini & McKee Associates Figure 10 East Elevation Page 15 f Chapter 91 License Application Salem Waterfront Hotel Expansion Project Description _r i TONEI x II z E, it, 2 5 2111 £. � S A I I -,� H ` I PRo _ r �P09E�S OALEM WATERFR i ] _ s I � t Uri, t . f ! f .try ? `�' II 1 : I �1- rllf Yilll h...5 x i - - II � 20' WIDE... A�ERFROhVJ NT WALKWAY (tp j `�w *iw" �� - 1 I ��'41w ncnonsr �1 LANDSCAPE PLAN xtiE, r. ID ca Plain smmama isrvm14s: _I - I ® 1 eowEawrNFneusous ® r315� HLANTING nBRIGK PAVING ON ASPHALT BASE - SCALE: -I•-o" j —_ Prepared by: james k. emmanuel I associates Figure 13 Landscape Plan Page 121 i i i Chapter 91 License Application Salem Waterfront Hotel Expansion Project Description I a I m. I I I gg 1 1 lamx..w...n 1 � I � '�y rvcwxn unros I IIA � u �l ; ' °"^'nmwe,n mm _ --__ � ' •�; nYuw�'iLWUCua{Hlpl IN _ ' Wl 'J n � v � •q I LANDSCAPE PLAN - ,wuuw.norma Prepared by: james k. emmanuel associates Figure 14 Landscape Features Page 22 i I Chapter 91 License Application j Salem Waterfront Hotel Expansion Project Description I ! 1 I Ire l 9nn fiL '( it 1 � ➢ � Sll1E u '�'.,TW ESOV?M ELEYTT ON. �.iVPPEi.]NO FLWPPLTV _ _ - I xM16 �1 t � I I• U 1 , SXb.Fc zjJ L T! IL-rte 1� l 5! GSMv�vNi � L � i i i NRElWESi ELEVAi ON I' � � .�iq �E'i o ... ., {i iV0.FEi iIRSt FICON PIAN -.. Prepared by: SM MA Symmes Maini & McKee Associates Figure 12 Gateway Feature i Page 120 i U --}-- ------ \ . .. , LEGEND: "R USSIAN AID SOCIETY" ■ 'PROP03ED PROJECT 617E % I I AREA=28.666±SF L j . C7 i��i v h %/aiiaoiaa iij — — G _.._.._.._ 20—FOOT WIDE wnuz W 5 i • • 100-FOOT LIMIT OF GROUND PLANE ONE o�[ j EXISTING SALEM FACELITT OF PUBLIC ACCOMODATION "AY wly WATERFRONT - �yyy a / EASTERN, __I HOTEL \ _ EXISTING HIGH & LOW WATER LINE DRIVE–THRO ••.•• Cti / BANK O — ®STORK LOW WATER/LIMIT OF COMMOhigh waterloRcat ddEofff-site(Historic p "TANCOOK DerbyStreet) S� CRESCENT" >[Gz ®:rc° S ONE O �E a ai` V WAY i\ / ��y D 30 r<.e ea reet ONE /%//�/%// % z / _ / %%////////� GRAPHIC SCALE �t war ly � • \� � R'i w� ��� — �;Y� �`° %////%/%/%%/ � //////O//// //ems / TWO, _ -��-- U ¢ Y • WAY r•.. — -- — —�C—�� F i r dV I ••• TWO\ WAY I WAY Ac. z/// E. CO NOTE: Scale reduced to 1" =40' d ••�•1 . Os • CONDOMINIUM Iz / - ..._...—. ••�• •�•••�•••�•••� ... ' PARKING LOT U7 MARINA/OFFICES j m ` EXISTING o.�� �� �Ig � CONDITIONS PLAN for the ARDELLA" SALEM WATERFRONT HIGH WATER k o �� _ NEAN DOW W.TER. r wD DANDWFV - i HOTEL EXPANSION w 1st �'•., � �� i ti ►' � ;; � iaiaiiiaiiii�ioiiiiaioa�iiiiiioi/ -� at +, ••�.• 0A3TAL RANE R #23 Congress Street RV +3$ DANDAGsuaacT To loners.sroxu�• �,J R O 'I Salem, Massachusetts R 1 FI0WE/100–TEAR FENA MOD It 11 lN. 7 e (•lewtia¢l0.0 NGW'29) III '+. Dote. February 15 2014 Revised- June 28. 2014 '' • PLDEg06 05 Scale. 1' 30 Street 1 of 4 E ti MARINA .,�� _ �� / III SUSAN ST PIERRE CONSULTING SERVICES /y U ]4 60 Yew Avenue, Salem, MA 01970 'V ��� ��1 _ ����%/�/ 1 %/� 1 (781) 439-2461 _ /� PATROWICZ LAND DEVELOPMENT ENGINEERING ~ 1 S 0 R I VER 1 % '�j�Q > 14 brawn Sreet. Salem, MA 01970 OU DDDR I - I D11i1rvc "GENT00 (9J8) 836-6400 ---- --------- Z"�.Q'¢ ® ---- "RUSSIAN AID r-�LEGEND: SOCIETY' PROPOSED PROSECT SITE I w R jl � AREA=2B,ffBBtSF � PROPOSED BUILDING FOOTPRINT LLI � j w j one Dle EXISTING SALEM (including overhangs) AREA=14.32BtSF —° wnr w r GWATERFRONTA ! EASTERN / / HOTELUL -lh BANKTH! PUBLIC ACCESS/PLAZA CQ "TANCOOK CRESCENT"2rq %/%% /%/%/%%/// �. z Ssf- LANDSCAPING a� s Cl) % ONE ca q N / / wnr ai `� I O I war 1,wq�,r 20-FOOT WIDE WDUZ � I _ NEN V 9 �� —_ . R MP y q � / � 100-FOOT IdMTT OF GROUND PLANE � -I- P1EV FACILITY OF PUBLIC ACCOMODATION 1 a F"' O en \ ��`m ,y I 1 P � l'OVEREANCC�+=v 'RAMP CROSSNALK v.'.,C+y J IT G �� t • _ 301(•e1 601-t W �j Landscaping N GRAPHIC SCALE PROPOSED w E ' 3 SALEM WATERFRONT CONDOMINIUM j c iL4'1 PARKING LOT / to HOTEL EXPANSION / Q I PROPOSED PFE=12:60(NGVD'20) • / tz 1A1tBORWAI.K R t: o,r©xnxc) / NOTE: Scale reduced to 1" =40' Enn SNG MARINA ELEGTrn`- +)•+ I I SY -LL'�Th'e4GT WALL �-1� h // L � �_ ��._ EAP MA l• h r/� Np 1 I I ' �''�`c��w�.s.:. Ek720N�T�=pp},I{WxAl-• rG ati . SITE PLAN � for the j I I p I SALEM WATERFRONT HOTEL EXPANSION at I cy I s a s /// #23 Congress Street (a ] cb III R R Salem, Massachusetts O rN I `I(I Date. FeDmary )5 2014 Revised: June 28, 2014 I PLDE#06 OS some E — 3D sheet 2 of 4 I — I SUSAN ST. PIERRE CONSULTING SERVICES ' t 'r _ MARINA _ 74 Bay wew Avenue, Salem, MA 01970 (781) 439-2461 t I PATROWIC Z LAND Brown SDEVELOPMEN MA 01970 ENGINEERING S 0 R I V E R " oma " cENToo" I I / / �� (978) Sd Salem ----------------------------------------- e � T ri LEGEND: 20- FOOT WIDE WDUZ j I I I 100-FOOT LIMIT OF GROUND PLANE FACILITY OF PUBLIC ACCOMODATIONit ,I — a PROPOSED MARINA USE If ui t It �N. i -EW A n Ory Illltiii III'fimll �� "t'v'T4. -ZS=irfrCC,-.�'. , Q SECOND FLOOR MARINA USE IN IE NOTE: Scale reduced to 1" =40' 3 z 1 I I- I Io f f �%1z MARINA GROUND FLOOR w USE p� y �pQj - PLAN 10 i 1£a r. --�--i-' (1 �-1'` WATERFRONT the�.lD�p ��I�1 j � '-SEA I'TALI '^ �' '`""�'-f-+-•-� ►7LlJ-Wll4 ►t t'1TL'ni'i��l\ 1 SEASONAL I1:0.1TUTDz0o"_IININ— Pn LOA - s HOTEL EXPANSION '>WWE WAT R Sa g 2 y - 23 Congress Street ONTraWALKWA,Y � _ -•.-c R i I ,II �r �,� ,.,.4 —�_(SO clear 81em, Mssachusetts , ,C , , —" �. .�_ PIDEpOfi:os scoief 20 Snee[3 or a (� ( � � i _ I II I J � � � II III I . - SUSAN ST PIERRE CONSULTING SERVICES 'O u (J81) 439-246, p � � � �� � GA APHIC SCALE PATROWICZ LAND DEVELOPMECT o�oINEERING I lJ j dLEGEND: LL R l d R ` / EIARE XIS u A t+! B Y 1 r, EXISTING HOTEL & BANK = 59.048iSF leer oenaeNl000e) — 4^ t l t PROPOSED HOTEL EXPANSION = 28,888tSF 1 W w X ©� � �'- ,+ ,.. ,X � COMBINED SITE AREAS = 87,732tSF U / Cel V.w.rQ �>'� /X BUILDING FOOTPRINT I v ./� ��� (immudaa canopies and building overhangs) bakiri %O%9'/i/// EXISTING HOTEL & BANK = 18,4223SF I �'D X 1 cxovrDere HOUSE" PROPOSED HOTEL EXPANSION — 14,328i SF I _ P no, a 9 � ►� i 0 >` t n N COMBINED BUILDING FOOTPRINTS = 32 75035E I 10 x \",/,/I/ n b / o•rjTrrvrrio% � OPEN SPACE (includes landscaping, .eIk.eye, parking antl r elnuler ctrculation) ❑—ere 'RUSSIAN AID BOCIET> XI � � ESTING HOTEL & BANK — 408243SF 'Faies , PROPOSED HOTEL EXPANSION = 14,3583SF �l I k-x rri /iarro//imiivm/ rr ari\ �• {°' 'EXISTIx X. a\ % — .. °vim f NGSALEMCOMBINED OPEN SPACE = 54,9823SF >,. 4• i WATERFRONT � Gr /maoD.�ia� R ry(EASTERN ^ %+ *./ Cjecg r HOTEL t > $ LOT COVERAGE (PERCENTAGE) 1 PobTTR T 6S82t9F l (building footprint divided by the site area) '" EXISTING HOTEL & BANK — 31.2% INt F°°TPBA`T / R) X / r i� O 'j �' ��1 �,; }( rj PROPOSED HOTEL EXPANSION = 49.9% I Brio/rim% ®� t r . / 4 t �� i, L A Q R COMBINED LOT COVERAGES = 97.57. II "TANCOOK j IC I I S� j ). � x .. \ Grj, eRe3cEMm" % _ 1Ej ><, QX I ar� �.,o",'/ —zo-Fool WIDE wuDz ® wiY rvo \� fit%/O�/. G - / �;+r--+X ��-4� A" �* �A /O// G`f —100—FOOT LIMIT OF GROUND PLANE FACILITY OF PUBLIC o- ACCOMODATION E .3 ! oR ;�, o ; R CHAPTER 91 10 s _ W6Ll..�eu "��, !ov'eaeaxc V A .J'pClon R ' Daum,, �I; 1� ® '-�_••�+.:-�;.,..�`�:.� �� raiaar ice, COMBINED ma ®�oeooeo� �aca®®ooc� uor� u k / / NOTE: Scale reduced [L t OPa�`I3S30HGIG��!E9L i.67A ®C.��C7©E;LS�®GI3ZB3E SITE AREA coo®�cac�Inr�ao�®ra®sono©SIDoug t0 1" = 40' y is iI C®q7E�c3�r®:'®����c'C®���^D®�UeOH0®�3��'EOLt E�XC7ICv3awt1G,DI��D®C�c�+GDp®9rGp®O��i�`T®kgG^I� CALCULATIONSo inunI313ar for the CONDOMINIUM �93o®®ocna®esAM wATERFRONTIrC]®13c�eeSALEM WATERFRONT ° ®E"!.ryrytX1CCCoga,,,.RINT, 16HOTEL EXPANSIONbv11 ®E1101212' 1i'/ YDWp11l/ Yl9 ae ° 23 Con ress Street �sao�aass®ge❑o��pe�®�®c r ce �o®®o �c _ (� at I , d / , Salem, Massachusetts c husetts -RAN' Date: Fe6a, Is, 20 da28, f01 AN ST PIERRE CONSULTING SERVICE SptI 4pet SUS 4i I - _ "ARBELLA' 0 4° leer BO lase 74 Boy View Ave 5 , MA D1970 i ° v � " pal) 439-2461 1 n� I I in,°ax +r4 t 1 — / PATROWICZ LAND DEVELOPMENT ENGINEERING 14 Brown Street. Salem, MA 01970 P S O U T H GRAPHIC SCALE PATROWICZ LAND DEVELOPMENT ENGINEERING DATE: June 26, 2014 A Salem Conservation Commission 120 Washington Street Salem, MA 01970 RE: RESPONSE TO COMMENTS Salem Waterfront Hotel Expansion, Congress and Derby Streets, Salem, MA DEP File #64-569 PLDE # 06-05 Dear Conservation Commission: Thank you for our meeting tonight (continued from June 12, 2014). Fortunately,yesterday evening, Gregory St. Louis came to my office (where we sat down at my computer) to perform calculations and to discuss the review comments from the Conservation Commission. Attached are the revised drainage calculations (dated 6/26/14: based on our meeting) for your review. In summary, the sizes and slopes of the proposed drainage pipes for the PUD project were determined to be adequate to support the Hotel expansion project. In addition, Mr. St. Louis requested an analysis of two specific pipes as follows: 12-inch PVC drain pipe with a 0.8%slope has a capacity of 4.2 CFS. The proposed flow for this pipe (conservatively measured for the 50-year storm) is 1.59 CFS. Therefore, pipe will function properly. 15-inch PVC drain pipe with a 0.69%slope has a capacity of 7.0 CFS. The proposed flow for this pipe (conservatively measured for the 50-year storm) is 3.65 CFS. Therefore, pipe will function properly. I have also revised the Site Plans (dated 6/26/14) to reflect the above edits and revisions to the architecture including elimination of the pedestrian bridge (which was adjoining the existing hotel to the proposed hotel), and an enlargement of the canopy on the bank-side of the proposed building (to cover most of the proposed sidewalk in this area). We look forward to meeting tonight to answer any questions. Thank you. Sincerely, PATROWI LAND'DEVELOPMENT ENGINEERING Scott Patrowicz, P.E. cc. Mike Rockett cc. Tony Sasso cc. George Atkins 14 Brown Street, Salem, Massachusetts 01970 Cell: 978-836-6400 Email: scott.patrowicz@verizon.net 7%NEW ENGLAND CIVIL ENGINEERING CORP'. 126 WASHINGTON STREET,SUITE 202E,P.O.80%3026,SALEM,MA 01970 PH:978.741.7401-FAX:978:711.7402—WWW.ENGINFERINGCORPORATION.COM e May 27, 2014 Ms. Dana Menon Staff Planner Office of Planning and Community Development 120 Washington Street, 3rd Floor Salem, MA 01970 Re: City of Salem RFQ 0-37--On-Call Civil Engineering Support Services. Task Order No. 6 - Salem Waterfront Hotel Expansion (Congress and Derby Streets), Salem, MA Dear Dana: We are pleased to support the Salem Planning Board with peer review services for the above referenced project. We understand the project will be discussed at the upcoming May 29, 2014 meeting of your Board and we have prepared this project status letter for your use at the meeting: Project Summarv: • Salem Waterfront Hotel & Suites. LLC is proposinga development/redevelopment project at the site of the existing Salem Waterfront Hotel property on Derby and Congress Streets. The project will involve demolition of an existing building, modification of an existing building, construction of several new buildings and parking areas, and related site work and utilities. • The City of Salem has retained a traffic engineer to review the traffic access, egress, and site circulation issues as well as parking so those elements are not included as part of this peer review. • The City of Salem OCD will be reviewing the project for compliance with Salem Zoning Ordinance and Section 7-18 —Site Plan Review, special permits for Planned Unit Development and Flood Hazard Overlay district,and compliance with the Salem Harbor Plan requirements. • The City of Salem requested an independent peer review of the proposed development plans and documentation relative to stormwater management planning and utilities, but at the request of the Applicant has revised the scope to include utilities.with stormwater mann yesneent planning review to be completed by the Conservation Commission WATER RESOURCES - BURIED INFRASTRUCTURE-PUBLIC WORKS - CONSTRUCTION ADMINISTRATION - LAND DEVELOPMENT Review Comments 1)Submittal Package To date, the following information has been submitted by the Applicant for review: • 01/06/14 (hard copy set of plans), 22 Sheets • Revised drawings submitted May 20, 2014, 10 Sheets • Environmental Impact Statement (EIS) dated January 2014 • Revised pages of EIS (pages 4, 5, 19) submitted on May 20, 2014 • We understand a Notice of Intent, stormwater management plan, and stormwater pollution prevention plan(SWPPP)have not been provided and will be submitted at a later date to the Conservation Commission and reviewed by others, so they are not included in this peer review. Status =Resolved. Recommend condition of approval that stormwater management plan, SWPPP,and hydraulic and hydrologic calculations to be submitted to Conservation Commission for review and approval. 2) Environmental Impact Statement EIS (January 2014) indicated that drainage from '/ of the existing Salem Waterfront Hotel Site will be redirected from Congress-Derby intersection to the existing 21-inch drain outfall and all the flow from the existing 12-inch drain outfall would be redirected to the existing 21-inch drain outfall,, allowing the 12-inch drain outfall to be abandoned. Revised EIS (May 2014) states that existing hotel roof drains discharge currently to 21-inch drain and will not be redirected, and states that the existing 12-inch drain outfall will no longer be eliminated and will receive roof runoff from proposed hotel. EIS states that peak 10-year runoff for existing and proposed site is nearly the same at 6.31 and 6.30 cubic feet per second respectively. EIS states that sanitary sewer flow expected from the site will be 10,585 gallons per day. No hydraulic calculations provided to support these numbers for review. Status = Resolved. Although requested engineering backup calculations were not provided,the narrative regarding drain discharge revised to match revised plans. Stormwater management plan, SWPPP, and hydraulic and hydrologic calculations to be submitted to Conservation Commission for review by others (see Comment 1). 3) Existing Conditions—Private Drain Outfall The existing drainage on Union Street/Wharf Road is not functioning properly and results in standing water in the road during heavy rains. The drainage from a targe portion of the existing hotel property and Union Street/ Wharf Road ties into an existing 21-inch drain outfall located to the west of west of Wharf Road. Proposed drainage plan per 01/06/14 plans called for redirecting additional flow to this drain outfall. Peer review requested additional information on the capacity and condition of the existing drains offsite between the proposed project and the outfall and the existing and proposed peak flows to the drain outfall and backup for the 6.31 cubic feet per second runoff as stated in the EIS. Applicant revised plans to redirect the proposed roof drain to the existing 12-inch drain outfall, to avoid increasing flow to the existing 21-inch outfall that serves Union Street. NEW E,NGIAND CR IL ENGINEERING CORP. Page 2 of 4 Applicant's engineer declined to provide calculations on the pre and post catchment areas and runoff to be directed to the drain outfall but issued a statement that the post-development watershed area is 2,575 +/- sf less. Status =Resolved. Although requested engineering backup calculations were not provided for review,the Applicant's engineer has provided an anecdotal statement that the proposed drainage area directed to the existing Wharf Road (21-inch) drain outfall (per the revised 05/20/14 plans) will be less than the existing drainage area, and will therefore not increase flow to the existing drain outfall or aggravate existing conditions. Recommend architect confirms that runoff from proposed hotel roof may be redirected to the other side of the building from what was shown on 01/06/14 plans, to the existing 1.2-inch drain outfall as shown on revised 05/20/14 plans. 4) Existing Conditions and Capacity—Sanitary Sewer The existing hotel and residential traits discharge sanitary flow to Derby Street though an existing 8-inch sewer pipe. The proposed hotel and residential units will discharge sanitary flow to Derby Street through the same sewer pipe. Peer review requested calculations of the peak flows expected from the combined project, backup for estimated daily sewer flows of 10,585 gpd as stated in the EIS,and hydraulic capacity calculations of the existing 8-inch sewer to Derby Street. Applicant did not provide calculations of peak flows expected from the combines{project or backup for the daily flows presented in the EIS. The Applicant's Engineer did provide an estimated peak flow from the combined project based a multiple of the readings from one of the existing flow meters in the existing hotel/residential property, and issued a statement that the existing pipe can handle flow from the existing and proposed buildings. Status=Resolved. Although requested information was not provided for review, the Applicant's engineer has provided an anecdotal statement that the existing and proposed sewer pipe to Derby Street can handle the peak flows from the combined (existing and proposed) project. 5) Existing Conditions—City of Salem Drain Outfall According to City of Salem mapping, the existing drainage from Hawthorne Boulevard. Congress and Derby Street intersection.. and portions of Charter and Congress Streets discharges to the South River through an existing 36-inch drain outfall on the applicant's property, adjacent to the Congress Street bridge. During heavy rainfall the Congress/ Derby Street intersection has experienced severe flooding in the past. The plans depicted the location of the existing drain and labeled the line type as "Existing 36-inch drain(approx. location)". In response to previous City Engineer comment, 'rhe Applicant included a note on the 01/06/14 plans to extend the existing drain through the steel sheeting wall previously installed at the "marina building" to improve any hydraulic restrictions on discharge caused by the sheeting. The note on the 01/06/14 plans states"Extend existing 36"drain through sheet pile wall (if abandonment is not possible)per City Specs". During a review meeting, the City Engineer confirmed that the existing drain outfall cannot be abandoned and is a lunctioning drain. The exact location and route of 36-inch drain is not known but it NEW ENGLAND CIVIL ENGINEERING CORP. Page 3 of 4 appears from the location of the outfall and the depiction of the drain line in the 01/06/14 plans that the drain pipe extends under the existing marina building and under the proposed hotel building. It is anticipated that the proposed hotel building construction will impact or displace the existing drain. The City Engineer requested detailsonhow drain outfall will be located, protected, and relocated if necessary during hotel construction. Status= Unresolved. Applicant's revised plans dated 05/2044 deleted the line type depicting the approximate location of the 36-inch drain and deleted the note referring to extension of the 36- inch drain through the steel sheeting as part of the project. No information relative to locating, protecting, or relocating the drain during construction has been provided. Recommend information be provided to describe the plan to locate,protect, and relocate the 36- inch drain it necessary during hotel construction. If you have any questions or require additional information, please do not hesitate to contact me at any time on my cell phone at 978-767-5415 or at my Salem office at 978-741-7401. Sincerely, Will am ss, P. Project Manager/Principal Engineer New England Civil Engineering Corp. Cc: David Knowlton, City of Salem NEW]ENGLAND CML ENGINEERING CO1tP. Page 4 of 4 a Salem Conservation Commission Review Notes Member Gregory M. St. Louis, PE, LEED AP BD+C Re: Salem Harbor Station Redevelopment Project Project Review Notes: June 11, 2014 Initial Review Comments. Salem Waterfront Hotel Expansion Application/Drainage Report • Mass DEP File No. • Abutters notified to all parcels where work is to be performed? • EIS, documentation submitted to other Boards/Departments/State not provided. • Limit of Ch. 91 Jurisdiction? • Landscaping Plan not provided. Erosion and Sediment Control Plan not provided. • WPA Form 3:NHESP Map Year? Proprietary Separators are included. • Dumpster locations? • Minimum Time of Concentration of 6-minutes should be used per Massachusetts Stormwater Management Handbook. • Extend routing time from 0-minutes to 30 hours to cover full runoff volumes • Pipe sizing / modeling not provided. Modeling from Roof Drains to Outfalls to be provided. Capacity evaluation of public or off-site private drainage system components to be confirmed. • 'Cornell University current mean Design Storm Events may be accessed via the link included below: http://precip.eas.coriiell.edu/: 2-yr: 3.27, 10-yr: 4.90, 100-yr 8.75 • NPDES permit and SWPPP to be provided prior to construction. (confirm WPA Form) • Street Sweeping removal TSS Removal rates and frequency to be calculated and conducted in accordance with the Massachusetts Stormwater Management Handook Volume 2, Chapter 1 (5% removal requires quarterly sweeping, 10% Monthly sweeping) • Illicit Discharge Statement required prior to construction. • Site appears inside FEMA Floodplain 2012 mapping area. Provide preliminary FEMA floodplain elevation information. Plan Set: Site Plan— • Footprint proposes 0.00' setback to property line. Does this include foundation footing, facades, etc? • New Roadway width? • New parking spaces to be evaluated for ADA compliance with HC parking space locations. • Repositioning of ADA ramp, at HC loading space, at the corner with New Roadway should be reevaluated to prevent users from routing into the travel lane. • Site plan corresponding with sheet 7 not provided. • Required Parking per Zoning maintained for all properties? Salem Conservation Commission Review Notes Member Gregory M. St. Louis, PE, LEED AP BD+C Re: Salem Harbor Station Redevelopment Project Salem Waterfront Hotel Expansion (cont.) Existing Conditions— • 11.00 elev. Contour orphaned between existing building and jersey barriers. a Who has rights to the Easement for Passage? Available aisle width is proposed to be reduced. Grading Earthworks— • Mass DEP now requires Proprietary Separators to be "off-line" • . Stormceptor Unit Sizing via 3`d party(MassStep or equal) to be provided • Proposed concrete walkway is off site in the South River property. • Proposed concrete walkway, south side and west side of building appears to drain to river untreated. • Abandoned utilities—crushed/ flowable fill/cut capped? • Existing drainage system components should be inspected via CCTV prior to reuse. • Pavement slopes of less than 1% may result in ponding in proposed asphalt areas. • Routing catch basin to catch basin should be avoided where practicable to avoid re-suspension of deposited sediments. • 11 and 11.5 contours along northern and western site perimeter appear to require regrading of the condominium parking lot. contours not shown. • Western ADA ramp may require landing due to length. • Where does the existing discharge pipe terminate that it needs to be extended through the sheeting wall? • Additional spot grade along top& bottom of walls to be provided • Grading plan corresponding with sheet 7 not provided. • Identify Staging Areas Utilities— • Are sewer lines over drain lines proposed to be lined? Provide crossing detail. • Constructability of Grease Trap outline location; relocated and provide sweep? • Catch basin "reuse(if possible)" within building footprint— R&R? • Roof Drain inverts not provided • Existing water connection in Congress Street to remain? • Relocated lightpole locations not provided. • Old water and gas services to remain? Are portions to be abandoned? • Existing unused utilities to be cut & capped to prevent 1/1. Provide detail as necessary. • CCTV location and inspection of 36-inch drain line southwest of proposed building required. Provide additional details for relocation as necessary. r :S Salem Conservation Commission Review Notes Member Gregory M. St. Louis, PE, LEED AP BD+C Re: Salem Harbor Station Redevelopment Project Salem Waterfront Hotel Expansion (cont.) Details &Notes— • Confirm STC Orifice number & layout allowable with vendor • Straw bales to be used in place of hay bales • Dust fencing provided during construction? • Details: Construction Entrance, Thrust Blocks, Tapping Sleeves, Straw Bales, HC ramps, Crosswalk, Concrete Walkway, Pavement, Parking, Floatable Boom Watershed Plans— • Post Watershed plan curb line does not agree with site plans north of proposed building. Salem Conservation Commission Review Notes Member Gregory M. St. Louis, PE, LEED AP BD+C Re: Salem Harbor Station Redevelopment Project Children's Island Repair and Improvement(Pirates Cove) • All work outside Coastal Bank and VE Zone? • What.is the staging and setting plan for 4-8 TON loads. • WPA Form 3 Section C.l. — NHESP Referenced Map is out of date. Up to date mapping should be referenced in future applications. 20/30/40 Colonial Avenue: • Provide Certification Statement by a professional certifying work in conformance with plans, as checked off on WPA Form 8A.Sec.A.6 • Have the abandoned utilities been confirmed in the field to prevent I/1? 297 Bridge Street. • As-built photos 3 & 5 do not appear to be stabilized landscape areas. Areas appear muddy? Discuss need for gravel or other stabilization? 116-118 Leach Street • No comments Stormwater Technology: Stormceptor (Hydro Conduit, formerly CSR New England Pipe) Revised February 2003 ... ............ I—----- The Stormceptor Fact Sheet is one in a series of fact sheets for stormwatcr technologies and related perfor- mance evaluations, which are undertaken by the 14assitchavettv STrategic Envirotechnology Partnership (Y7'EP)' A summary of the STEP evaluation entitled, Technology Assessment, Slorniceplor CSR New England Pipe, Janu- ary 1998 is provided in this fact sheet. When a more thorough understanding of a system is required,the fall AchnoloKy Assessment should be reviewed. Copies are available for downloading from the STEP Web site (www.stepsite.org/ progress/reports) or by contacting the STEP Program (Phone: 617/626/1197, FAX: 617/626/1180, email: I i ncla.benev ides@ state.ma.us). The information in this fact sheet is subject to future updates as additional performance information becomes available. Description/Definition ------ -- ----- — Stormceptor ------- Stormceptor is a prefabricated, underground unit that separates oils, grease, and sediment From stormwater runoff when installed with an existing or new pipe conveyance system. The unit is divided into two cham- =M' .bA bers—a treatment and a flow bypass chamber. During typical storm events,runoff is directed by the inflow weir through a drop pipe into the lower treatment chamber where sediment, oil, and grease are separated from the Bypass weir flow by gravity.The bypass chamber is designed to convey excess stormwater,which overtops the inflow weir,through the system without treatment. Equipment and Sizing oil low e. Rises Itsem r The on-line Stormceptor units are available in eight sizes ranging from six and twelve feet in diameter with sedlmenbHen 1'; capacities of 900 to 7200 gallons. Since issuing the STEP assessment in 1998,the manufacturer has expanded the Stormceptor product line to include a storm drain inlet (STC 450i)and three units(Models STC 11000,STC 13000,and STC 16000).These systems are not included ------------ --—-------- in the STEP evaluation. Users and decision-makers may Figure 1.Stormceptor operation during average require additional Field test results and new data for these flow conditions. new systems in order to accept performance ratings, there is a potential for oil and chemical spills. particularly if they are higher than those reported in the STEP technology assessment and this fact sheet. Performance/Effectiveness Stormceptor units are available in either precast The system is designed to provide separation of concrete or fiberglass for special applications.Concrete sediment, oil,and grease from stormwater by routing units are pre-engineered for HS-20 min.traffic loading at runoff into a low-turbulence environment where solids the surface. Fiberglass units can be used in areas where settle and Oils float out of solution.The system sizing is based on the drainage area, historical rainfall data,and W 24 MMSACHIUSETTS� d; 19 " STRATEGICENWROT IEC. N. LO 6PARTNERSHIP Ola J the solids removal efficiency required. It is recommended Specific performance claims for oil and grease were that the system be used in combination with other not evaluated by STEP. However,total petroleum stormwater controls to conform with the Massachusetts hydrocarbons(TPH)were analyzed during the Stormwater Management Policy and standards. Westwood study. Results indicated that the unit was effective in capturing oils. AnImperial Model STC 2000(equivalent to the Model STC 2400)in Edmonton,Canada treats flow from Technology Status a 9.8 acre commercial parking lot. This system was The Stormceptor system provides greater solids monitored during four storm events in 1996 and shown to separation and higher TSS removal efficiencies than oil have an average total suspended solids(TSS)removal and grit separators. Stormceptor systems are among the efficiency of 52 percent. In designing a system to achieve category of hydrodynamic separators, which are flow- a comparable removal efficiency,the relationship be- through devices with the capacity to settle or separate tween system size and impervious drainage area should grit,oil,sediment,or other pollutants from stormwater. be considered,as detailed in Table I and the Technology According to the U.S. Environmental Protection Agency, Assessment Report. "Hydrodynamic separators are most effective where the materials to be removed from runoff are heavy particu- A Model STC 1200 in Westwood. Massachusetts lates- which can be settled- or floatables - which can be treats flow from 0.65 acres consisting of a paved truck captured,ratherthan solids with poor settleability or loading area at a manufacturing facility.The unit was dissolved pollutants." monitored for six stone events in 1997,but only four events had measurable TSS influent concentrations. Of Although Stormceptor appears to remove sediment, these four events, the average TSS removal efficiency grit,oil,and grease as claimed by the manufacturer, was calculated to be 77 percent, which is less than the 80 additional research is needed to determine how much percent removal targeted by the manufacturer. sediment moves through the system untreated. The field studies evaluated for the STEP assessment predate the Based on these field monitoring results,and when the Stormwater Best Management Practice Demonstration unit sizing follows the guidance in Table I,removal Tier 11 Protocol(2001),which is applicable in Massachu- efficiencies between 52 percent and 77 percent may be setts and other states in the Technology Acceptance achieved where installations have similar rainfall and land Reciprocity Partnership(TARP),to ensure quality use characteristics as those reviewed for the STEP controlled studies that can be shared among participating evaluation.It is recommended that additional field re- states. Therefore, interstate reciprocity is not available to search and new data be evaluated to validate perfor- the manufacturer, based on performance claims that mance ratings higher than those verified by STEP. were evaluated by STEP in 1998. If the TARP Protocol requirements are fulfilled in the future, the manufacturer tt could pursue reciprocal verification for Stormceptor 1 'aC�a�� C''' ; t systems in participating TARP states. More information on the TARP Protocol is available on the following Web STC 900 0.45 0.9 site:www.dep.state.pa.us/dep/deputate/pollprev/ STC 1200 0.7 145 techservices/tarp. STC 1800 1.25 2.55 STC;4o 1.65 3.35 Applications/Advantages STC 3606 2.-6 5.3 __ ._....___.... .._.. .__.....,.._ ....____.. _3.6 _.7.225 __ _.___...____ ._.. _ 6 Stormceptor systems identified in Table 1 should be Tc STC 4800 _ ___ S6000 46 9.25 used in combination with other BMPs to remove 80 STC 7200 555 11.25 percent of the average annual load of TSS (DEP Stormwater Policy Standard 4). Systems may be well Table 1: Adapted from the Stormceptor suited for pretreatment in a mixed component system sizing for TSS removal in the STEP designed for stormwater recharge. Technology Assessment. Notes: 1) On some performance data show that S[ormcc forma provide sites, the maximum impervious area may need to P y be reduced to achieve these TSS removal rates. TSS removal rates in the range of 52 percent to 77 2) The terms "critical area sizing" (to achieve 77 percent when sized according to Table 1. Higher TSS percent TSS removal) and "treatment train sizing" removal rates were achieved during low flow, low in- (for 52 percent removal) are no longer used by tensity stones with less than one third of an inch of the manufacturer, but unit sizing is still applicable. runoff. Also,byreducingthe impervious drainage area, IF relative to the system size, the STEP Technology As- sediment has been established by the manufacturer. sessment Report indicated that higher removal efficien- Inspection of the Stormceptor interior should be done after cies may be achievable. However, STEP recommends major storm events,particularly in the first year of opera- collection of additional data"representing a varied set tion. It is recommended that material in the treatment ofoperdtingconditions overarealistic maintenance cycle chamber be pumped out by a vacuum truck semiannually, to verify TSS removal rates greater than 80 percent." or when the sediment and pollutant loads reach about 15 3 The Stormceptor system is suitable for new and retrofit percent of the total storage. If the unit is used for spill containment, it should be pumped after the event is applications. For retrofit applications,it should nottake contained. Typical cleaning costs were estimated by the the place of a catch basin for the systems that have manutact urer in 1998 to be$250,with disposal costs been verified.Also,for retrofit applications,it should be averaging$300 to$500. The expected life of a system has installed in lateral lines and not main trunk lines. been estimated to be 50 to 100 years. 6 The system is particularly well suited in constricted ar- eas and where space is limited. '_ 4 r1#r r+� �r Sk t 9 s� , ra ) r� � f � Pt 9 kr f 0 It also is suitable for use in areas ofItigh potential pollut ant loads(DEP Stormwater Policy Standard 5), where it may be used effectively in capturing and containing STC 900 0.5 oil and chemical spills. Web site:wwwstate.ma.us/dep/ STC 1200 0.75 brp/stormwtr/stonnpub.htm. STC 1800 1 STC 2400 1 STC 3600 1.25 Considerations/Limitations srC aaoo _.._ . 1 tr Systems are not expected to provide significant nutrient STC 6000 1.5 _.. (nitrogen and phosphorus)or fecal coliform removal. STC 7200 1.25 9 The systems are not recommended for use in critical Table 2:The Stormceptor system clean out is based on 15 percent of the sediment storage volume in the unit. areas,such as public drinking water supplies, certified vernal pools,public swimming beaches,shellfish grow- ing areas,cold water fisheries,and some Areas ofCriti- References cal Environmental Concern (ACECs), except as a pre- Winkler,E.S. 1998."Technology Assessment,Stormceptor." treatment device for BMPs that have been approved University of Massachusetts,Amherst, MA. by DEP for use in critical areas. The structural BMPs STEP Web site: www.stepsite.org/progress/reports approved for use in critical areas are described in Stan- dard 6 of the Stormwater Management Policy, Massachusetts Departmentof Environmental Protectionand www.state.ma.tis/dep/brp/storinwtr/storinpub.litm• Office of Coastal Zone Management. 1997. "Stormwater q There is a limited set of useful data for predicting the Management Handbooks,Volumes One and Two."Boston, relationship between treatment efficiency and loading MA. Handbooks Web site: www.state.ma.tis/dep/brp/ rates. Removal efficiencies have not been demonstrated stormwtr/stormpub.htm. for all unit sizes. "Performance of a Proprietary Stormwater Treatment De- Further research is needed to determine how much TSS vice: The Stormceptor. The Practice of Watershed Protec- bypasses the treatment chamber during certain, higher tion:Article 120."Phomas. R.Schueler and (leather K. Hol- velocity storm events which recur less frequently. land editors.2000.Ellicott City,MD. L- Systems require regular maintenance to minimize the United States Environmental Protection Agency. "Storm potential for washout of the accumulated sediments. Water Technology Fact Sheet Hydrodynamic Separators." EPA 832-F-99-017. Reliability/Maintenance Stormceptor Web sites: www.rinkermaterials.com/ All BMPs require scheduled,routine maintenance to Stormceptor ensure that they operate as efficiently as possible.Al- TARP Web site: www.dep.state.pa.us/dep/deputate/ though maintenance requirements are site specific,a general relationship between cleaning needs and depths of Pollprev/techservices/tarp. Massachusetts Stormwater Handbook Street dirt accumulates on roads and parking lots and runs off in response to precipitation. The average interval between precipitation events in Massachusetts is approximately 3 days. Therefore, the hypothetical maximum effectiveness for street dirt removal requires sweeping at least once every 3 days, with a street sweeper with 100%efficiency at removing solids on paved surfaces before they become suspended. Modeling studies by Claytor(1999) in the Pacific Northwest suggest that optimum pollutant removal occurs when surfaces are swept every two weeks. Because street sweeping may be an effective source reduction tool, a credit towards the 80%TSS removal standard may be available.At the discretion ofthe issuing authority, a street sweeping program is eligible to receive credit towards the 80% TSS removal standard as set forth in the Table SS 1. TSS REMOVAL CREDITS FOR STREET SWEEPING Table SS 1 TSS High Efficiency Vacuum Regenerative Air Mechanical Sweeper Removal Sweeper—Frequency of Sweeper—Frequency of (Rotary Broom) Rate Sweeping Sweeping 10% Monthly Average, with Every 2 Weeks Average, Weekly Average, with . sweeping scheduled with sweeping scheduled sweeping scheduled primarily in spring and primarily in spring and primarily in spring and fall. fall. fall. 5% Quarterly Average, with Quarterly Average, with Monthly Average, with sweeping scheduled sweeping scheduled sweeping scheduled primarily in spring and primarily in spring and primarily in spring and fall. fall. fall. 0% Less than above I Less than above I Less than above Street sweeping is not recommended as a practice to receive a TSS removal credit for post- construction period runoff, if the road or parking lot shoulders are not stabilized. All TSS Removal Credits shown in Table SS 1 assume that the sweeping program gives special attention to sweeping paved surfaces in March/April before spring rains wash residual sand from winter applications into streams. If this assumption is not correct, the issuing authority should reduce the TSS removal credit by 50%. Planning Considerations In deciding whether street sweeping is an effective option, consider factors such as whether road and parking lot shoulders are stabilized, the speed at which the sweepers will need to be driven (safety factor such as along a highway), whether access is available to the curb(whether vehicles parked along the curb line will preclude sweeping of the curb line), the type of sweepers, and whether the sweepers will be operated in tandem. Municipalities or private developers that are planning to purchase a new street sweeper should consider vacuum sweepers, because they are most consistently effective. Maintenance Reuse and Disnosat of Street Sweepings Volume 2:Technical Guide for Compliance with the Massachusetts Chapter I Page 9 Stormwater Management Standards Tom Devine From: Dana Menon Sent: Tuesday, June 10, 2014 9:43 AM To: Tom Devine Subject: FW: pipe under proposed waterfront hotel Related to your question ... We're meeting at 2pm to discuss the City's stance on how the 36" pipe under the existing marina building should be treated. It will almost certainly be impacted by the proposed development, but the applicant is claiming that the pipe is "trespassing" on their land, and they will not pay for its relocation...when Bill Ross raised the issue of this pipe,they simply removed it from their existing conditions drawings. From: David Knowlton Sent: Monday, June 09, 2014 4:06 PM To: Dana Menon; Beth Rennard; William Ross; Lynn Duncan Subject: RE: pipe under proposed waterfront hotel P:\Departments\PSEngineering\Projects\waterfront hotel expansion hi all, in preparation of tomorrow's meeting, I've put 2 video's taken last week of the active outfall on the p:\drive, above. video 1 confirms the drain is active, video 2 shows dye placed in catch basins on the hotel property exits through the outfall should tom devine attend the meeting as well? con comm is the next reviewer of the project. thanks david From: Dana Menon Sent: Wednesday, June 04, 2014 4:24 PM To: Beth Rennard; William Ross; Lynn Duncan; David Knowlton Subject: RE: pipe under proposed waterfront hotel Thanks Beth- Let's tentatively schedule for June 10th at 2pm,which works for everyone thus far. We just need confirmation from David that he can make that time. Thanks, Dana From: Beth Rennard Sent: Wednesday, June 04, 2014 4:22 PM To: Dana Menon Subject: RE: pipe under proposed waterfront hotel I can do the afternoon of 10th From: Dana Menon� Sent: Tuesday, June 03, 2014 5:39 PM 1 To: Lynn Duncan; David Knowlton; Beth Rennard; William Ross Subject: RE: pipe under proposed waterfront hotel Importance: High All, What is your availability to meet next Tuesday or Wednesday (June 10-11`h)? If the applicant is looking for a decision on June 19`h,we will have to meet internally and with the applicant over the next week and a half. Thanks, Dana From: Dana Menon Sent: Tuesday, June 03, 2014 11:32 AM To: Lynn Duncan; David Knowlton; Beth Rennard; 'William Ross' Subject: pipe under proposed waterfront hotel Lynn, David, Beth, and Bill, The Waterfront Hotel team has stated that they believe that the 36" pipe under the existing Marina Building is there illegally, and that the Waterfront Hotel will not take responsibility for impacts on this pipe resulting from the construction of their proposed building. This issue was raised at the last Planning Board meeting. The Board noted that unforeseen conditions may be revealed upon excavation of the site as the existing conditions of the pipe are not fully known, but that the City and the Applicant should try to reach some sort of understanding prior to the Board's issuance of a Decision, so that a serviceable Condition addressing this issue can be incorporated into the Decision. I am writing to get this process rolling on our end. The applicant's hope is to get a Decision issued at the June 19th Planning Board meeting. This is one of the key remaining issues to be resolved. Thanks, Dana Dana S. Menon Staff Planner, City of Salem Department of Planning&Community Development 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 Phone: 978-619-5685 Fax: 978-740-0404 dmenonCoDsalem.com salem.com 2 • SUSAN ST. PIERRE CONSULTING SERVICES • May 22,2014 • Ms.Julia Knisel Chair,Salem Conservation Commission 120 Washington Street Salem,MA 01970 • Re: Notice of Intent 23 Congress Street Dear Ms. Knisel, Enclosed please find one original and seven copies of the Notice of Intent filed on behalf of • Salem Waterfront Hotel and Suites, LLC for work proposed at 23 Congress Street and 9 Pickering Way. The Project involves the demolition of an existing 2Y: story underutilized building and the construction of a new 6 story mixed use building that will include hotel rooms, apartments,a restaurant, banquet facilities and marina support space. The Project also includes utility work, grading and paving in the existing site access road and drainage improvements • outside of wetlands jurisdiction within the existing Pickering Wharf hotel site. I would appreciate it if you could schedule this project for a hearing at your June 12, 2014 meeting. If you have any questions, regarding the filing or the proposed work, please feel free to contact me at(781)439-2461. Susan St. Pierre,,AICP • �S��Gt yi`7 i�-FiP�t'� President • CC: T. Sasso M. Rockett MA DEP Northeast Region Enc. 1 original;7 copies Notice of Intent • 74 Bay View Avenue I Salem,MA 01970 I Tel. 781.439.2461 1 sst.pierm@comcast.net ' • Notice of Intent Salem Waterfront Hotel Expansion s Submitted to: Salem Conservation Commission Submitted by: Susan St.Pierre Consulting Services Submitted for: Salem Waterfront Hotel &Suites, LLC 57 Wharf Street Salem, MA -- �.t�iwl �ptlVlll IIWFIIII�III�iN(II9lI;lplWl��ll�!:�� ��"' 1111 '�pp ■ e..... _.f/ ■ T a✓ rs '.��La �•�1 4 I1 01970 • Salem Waterfront Hotel Expansion Notice of Intent Filing INDEX Attachment 1 Notice of Intent Application Form and Wetlands Fee Transmittal Form Attachment 2 • Project Description Attachment 3 Abutters List Attachment 4 Site Photographs Project Plans V; S T��-MwA f tirPOR3 Sheets 1-11 prepared by Patrowicz Land Development Engineering and dated May 12, • 2014 • • • • • • Salem Waterfront Hotel Expansion Notice of Intent Filing Attachment 1 Notice of Intent Application Form/Fee Transmittal Form • • • • • • t • • Massachusetts Department of Environmental Protection Provided by Ma EP Bureau of Resource Protection -Wetlands MassDEP File Number fi WPA Form 3 - Notice of intent Document Trahsactiod Norther • Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/rows Important: A. General Information When filling out forms on the computer,use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key • to move your 23 Congress Street and 9 Pickering Way Salem MA cursor-do not use the return a.Street Address b.City/Town c.Zip Code key. Latitude and Longitude: 4205178" -70°88'.94" d.Latitude e.Longitude m34 0447; 0408 I.Assessors MaplPlat Number g.Parcel/Lot Number • F2. Applicant: mw Salem Waterfront Hotel LLC a.First Name b.Last Name Note: M/R Rockett Management Co. Inc. Before c.Organization completing this form consult 57 Wharf Street, Suite 2E • your'locel d.Street Address Conservation Salem MA 01970 Commission e.Ciy/rown I.State g.Zip Code regarding any municipal bylaw (978)968-6380 mrockett@mrrockett.com or ordinance. h.Phone Number i.Fax Number j.Email Address • 3. Property owner(required if different from applicant): ® Check if more than one owner Applicant above and: a.First Name b.Last Name Pickering Wharf Complex, LLC c/o Rockett Management&Realty Company c.Organization 190 Pleasant Street • d.Street Address Marblehead MA 01945 e.Ciy/rown f.State g.Zip Code (781)631-3070 mrockett@mrrockett.com h.Phone Number i.Fax Number j.Email address • 4. Representative(if any): Susan St. Pierre a.First Name b.Last Name Susan St. Pierre Consulting Services a Company 74 Bay View Ave • d.Street Address Salem MA 01970 e.City/Town I.State g.Zip Code 781-439-2461 sst.pierre@comcast.net h.Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): • $1,050.00 $512.50 $537.50 a.Total Fee Paid b.State Fee Paid c.Cdyrrown Fee Paid wpaform3.doc•rev.1/3/2013 Page 1 of 8 • Massachusetts Department of Environmental Protection ProviEea by MassDEP Bureau of Resource Protection -Wetlands 1 ' MassDEP Fde Number WPA Form 3 - Notice of intent " ?rbaumentTransacfion Number�. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • Cityrrown A. General Information (continued) 6. General Project Description: The Project involves the demolition of an existing 2%story underutilized building and the construction • of a new 6 story mixed use building that will include hotel rooms, apartments, a restaurant, banquet facilities and marina support space. 7a. Project Type Checklist: 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. ❑ Limited Project Driveway Crossing 4. ❑ CommerciaVlndustrial 5. ❑ Dock/Pier 6. ❑ Utilities 7. ❑ Coastal Engineering Structure B. ❑ Agriculture (e.g., cranberries,forestry) • 9. ❑ Transportation 10. ® Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24(coastal)or 310 CMR 10.53(inland)? 1. ❑ Yes ® No If yes, describe which limited project applies to this project: • 2.Limited Project 8. Property recorded at the Registry of Deeds for: Essex a.County b.Certificate S(if registered land) • 28955&28615 68&534 c.Book d.Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ® Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. • 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below.Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. • Resource Area Size of Proposed Alteration Proposed Replacement(if any) For all projects affecting other ResourceAreas, a. ❑ Bank 1.linear feet 2.linear feet please attach a b. ElBordering Vegetated narrative explaining how Wetland 1.square feet 2.square feet • the resource area was c. ❑ Land Under 1.square feet 2.square feet delineated. Waterbodies and Waterways 3.cubic yards dredged wpaform3.doc•rev.1/3/2013 Page 2 of 8 • Massachusetts Department of Environmental Protection Provafed by MassDEP Bureau of Resource Protection -Wetlands MessDEP Fde Number WPA Form 3 - Notice of Intent • Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document 7rarisa«ion,Numtier`' city/town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement(if any) • d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet • 2.cubic feet of flood storage lost -3.cubic feet replaced f. ® Riverfront Area 1.Name of Waterway(if available) 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: n/a Project exemptrequires Ch. 91 license 4.Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft. c,square feet between 100 ft.and 200 ft. • 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes® No 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ❑ Coastal Resource Areas: (See 310 CMR 10.25-10.35) • Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement (if any) document transaction a.❑ Designated Port Areas Indicate size under Land Under the Ocean, below • number (provided on your receipt page) b. ❑ Land Under the Ocean 1.square feet with all supplementary information you 2.cubic yards dredged submit to the Department. - c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below • d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment • wpaform3.doc•rev. 1/312013 Page 3 of 8 • Massachusetts Department of Environmental Protection Prov ded by MassDEP Bureau of Resource Protection -Wetlands MasaDEP Fle number WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 'Dowmem Lanaachori Nu nber • cityfrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement(if any) r. ❑ Coastal Banks 1.linear feet • g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation i. ❑ Land Under Sal • Ponds 1.square feet 2.cubic yards dredged j. ❑ Land Containing Shellfish 1.square feet k.❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the • Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged I. ❑ Land Subject to Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a.square feet of BV W b.square feet of Saft Marsh • 5. ❑ Project Involves Stream Crossings a.number of new stream crossings b.number of replacement stream crossings C. Other Applicable Standards and Requirements • Streamlined Massachusetts Endangered Species ActlWetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts • Natural Heritage Alias or go to hftp://www.mass.gov/dfwele/dfw/nhesp/regulatory review/priority habitat/online viewer.htm. a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and wildlife • 100 Hartwell Street,Suite 230 b.Date of map West Boylston,MA 01583 wpaform3.doc•rev. 1/3/2013 Page 4 of B • Massachusetts Department of Environmental Protection sDEP Bureau of Resource Protection -Wetlands MassDEP Fle Number WPA Form 3 — Notice of Intent Dowment Trarisacbon Numtier' 0 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Cityrrown C. Other Applicable Standards and Requirements (cont'd) If yes,the project is also subject to Massachusetts Endangered Species Act(MESA)review(321 CMR 10.18). To quality for a streamlined, 30-day, MESANVetlands Protection Act review, please • complete Section CAL, and include requested materials with this Notice of Intent(NOI); OR complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by completing Section t of this fort, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplemental Information for Endangered Species Review' 0 1. ❑ Percentage/acreage of property to be altered: (a)within wetland Resource Area percentage/acreage (b)outside Resource Area percentage/acreage 0 2. ❑ Assessors Map or right-of-way plan of site 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed treelvegetation clearing line, and clearly demarcated limits of work"'" 0 (a)❑ Project description (including description of impacts outside of wetland resource area& bufferzone) (b) ❑ Photographs representative of the site (c)❑ MESA filing fee(fee information available at: htt�://www.mass.aov/dfwele/dfw/nheso/regulatory review/mesa/mesa fee schedule.htm). • Make check payable to"Commonwealth of Massachusetts-NHESP"and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d)❑ Vegetation cover type map of site 0 (e)❑ Project plans showing Priority&Estimated Habitat boundaries d. OR Check One of the Following 1.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, S htto://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemmtions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2.❑ Separate MESA review ongoing. a.NHESP Tracking# b.Date submitted to NHESP 0 Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see hftp://www.mass.gov/dfwele/dfw/nhesi)/nhesp.htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. '" MESA projects may not be segmented(321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. • wpafomi3.doc•rev. 1/312013 Page 5 of 8 • Massachusetts Department of Environmental Protection Provided by Masst)EP -- Bureau of Resource Protection -Wetlands � i` \ MassDEP Flle Number WPA Form 3 - Notice of Intent : ,Document Transactidn Nurribei': Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Citylrown C. Other Applicable Standards and Requirements (cont'd) 3.❑ Separate MESA review completed. Include copy of NHESP'no Take"determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a.❑ Not applicable—project is in inland resource area only b.❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: Island,and the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- Southeast Marine Fisheries Station North Shore Office Attn: Environmental Reviewer Attn: Environmental Reviewer 1213 Purchase Street—3rd Floor 30 Emerson Avenue New Bedford, MA 02740-6694 Gloucester, MA 01930 Also if yes,the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online users: a. El Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a.❑ Yes ® No information you submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes ® No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ® Yes.Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q)and check if: 1.❑ Applying for Low Impact Development(LID)site design credits(as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2.® A portion of the site constitutes redevelopment 3.❑ Proprietary BMPs are included in the Stormwater Management System. b.❑ No. Check why the project is exempt: 1.❑ Single-family house wpafonn3.doc•rev. 1/3/2013 Page 6 of 8 • Massachusetts Department of Environmental Protection Pmwded by MessDEP Bureau of Resource Protection -Wetlands MessDEP File Number WPA Form 3 - Notice of intent Do WT'Transacon Numtier Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Citylrown C. Other Applicable Standards and Requirements (cont'd) 2.❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users:Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. 1. 0 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 Welland[BVW]replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. ❑ Identify the method for BVW and other resource area boundary delineations(MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOI. See attached plans Sheets 1 through 11 to Accompany a Notice of Intent Application for the Salem Waterfront Hotel Expansion Congress and Derby Streets Patrowicz Land Development Comapny Scott Patrowicz b.Prepared By c.Signed and Stamped by May 12 2014 1"=20' d.Final Revision Date e.Scale Stormwater Report Hydrologic Analysis(Drainage Calculations) May 12,2014 f.Additional Plan or Document Title g.Date 8. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. s.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. 0 Attach NOI Wetland Fee Transmittal Form 9.0 Attach Stormwater Report, if needed. wpafom3.doc•rev. 1/3/2013 Page 7 of 8 r Massachusetts Department of Environmental Protection " ILIBureau of Resource Protection - Wetlands © - 1 WPA Form 3 - Notice of Intent6� �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Cityrrown E. Fees 1. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth,federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information(in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: /755 50rlk 2.Municipal Check Number 3.Check date L7 Num �l 5���f9/y 4.State Check Number �" � >� _5.Check date 'SAI C/Yl lf/9 1fi/�✓JcYI 6.Payor name on check:First N e 7.Payor name on check:Last Name F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested)to all abutters within 100 feet of the property line of the project location. 1.Signature of ApiWcant 2.Date 3.Signatyre of Property er different) 4.Date • 5/22/2014 5.Signature of Representative(if any) 6.Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office(see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the"yes" box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. wpaform3.doc•rev. 1/312013 Page 8 of 8 • Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection.Act M.G.L. c. 131, §40 Important When A. Applicant Information filling out forms on the computer, 1. Location of Project: use only the tab key to move your 23 Congress and 9 Pickering Way Salem cursor-do not a.Street Address b.Cityrrown use the return key.�I /23-/ State fee= $512.50 City fee = $537.50 _Jc.Check number d.Fee amount 2. Applicant Mailing Address: . Salem Waterfront Hotel LLC F�,A a.First Name b.Last Name M/R Rockett Management Co. Inc. c.Organization 57 Wharf Street, Suite 2E d.Mailing Address Salem MA 01970 - e.Cityrrown I.State g.Zip Code (978)968-6380 mrockett@mrrocketLcom h.Phone Number i.Fax Number j.Email Address 3. Property Owner(if different): Applicant above and: a.First Name b.Last Name Pickering Wharf Complex, LLC c/o Rockett Management& Realty Company c.Organization 190 Pleasant Street d.Mailing Address Marblehead MA 01970 e.Cityrrown f.State g.Zip Code (781)631-3070 h.Phone Number i.Fax Number j.Email Address To calculate B. Fees filing fees,refer to the category fee list and Fee should be calculated using the following process&worksheet. Please see Instructions before examples in the filling out worksheet instructions for filling out WPA Step 1/rype of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Forth 3(Notice of Intent). Step 2/Number of Activities: Identify the number of each type of activity. Step 3flndividual Activity Fee:Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee:Multiply the number of activities(identified in Step 2)times the fee per category (identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone,the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments:To calculate the state share of the fee,divide the total fee in half and subtract$12.50.To calculate the city/town share of the fee,divide the total fee in half and add$12.50. • noReed.d.•Wetland Fee Tranem Hal Fm •w.10/17/11 Page 1 d2 • Massachusetts Department of Environmental Protection - Bureau of Resource Protection -Wetlands NOI Wetland .Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • B. Fees (continued) Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity of Activities 3/Individual Fee Activity Fee • 1 1 $1,050 $1,050 • Step 5/Total Project Fee: $1,050 • Step 6/Fee Payments: Total Project Fee: $1,050 a.Total Fee from Step 5 State share of filing Fee: $512.50 b.1/2 Total Fee less$12.50 City/Town share of filling Fee: $537.50 c.1/2 Total Fee plus$12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. • Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent;a copy of this form,and the city/town fee payment. • To MassDEP Regional Office(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent;a copy of this form;and a copy of the state fee payment (E-filers of Notices of Intent may submit these electronically.) • noaeetl.d=•Wetland Fee Tmumttal Fa •rev.10/17/11 Page 2 W 2 • • THE NATIONAL GRAND BANK• 1755 SALEM WATERFRONT HOTEL&SUITES, LLC OF.MARBLEHEAD 790 PLEASANT STREET - -' MARBLEHEAD,MA01045-3310 - -' -.53-430/113 MARBLEHEAD,MA 01945 5!.1512014 •PAYTOTHE City'of Salem ff �. ORDER OF 537.50 Five Hundred Thirty-Seven and 50(100******"*"*********'*****************•••** *** *f+:fffffffffff:ffffffff.f .f... DOLLARS er. City of Salem s Notice of Intent • n•.00,i755n� :O L. 3043001: 1140119 106 30 E THE NATIONAL GRAND BANK 756 • SALEM WATERFRONT HOTEL&SUITES LLC OF MARBLEHEAD� MARBLEHEAD,MA 01945-3310 190 PLEASANT STREET . . 63-4301113. MARBLEHEAD,MA 01945 - - ( ,51,1512014' ORDER THE Commonwealth'of Massachusetts _ `� $ **512.50 . f+�4+-af++fffeff�efe+ffeffHf+Yfff++fffffefe+eeRffeff+f+f*f+*M+kirtkfi+*ief4efei+*+ffefffiffflRkf • Five Hundred:Twelve and 50H00 = DOLLARS Commonwealth of Massachusetts ' � . . Notice of Intent n�00L756'n• 1:❑ 1L30L. 3001:- oniLq Ln63n•' • • • • • Salem Waterfront Hotel Expansion Notice of Intent Filing Attachment 2 Project Description • 1. Project Summary The proposed activities involve demolition of an existing 275 story building and the construction of a new six story structure containing hotel, banquet, residential, restaurant and marine support uses that will complement and enhance the adjacent existing Salem Waterfront Hotel. • 2. Existing Conditions The Project site, located on Congress Street along the South River, is approximately 28,686 square • feet in size and is bounded by the South River to the south, Congress Street to the west, the Pickering Wharf complex to the east and the existing Salem Waterfront Hotel to the north. The Project site is approximately 28,686 square feet in size and located at 23 Congress Street along • the north side of the South River just east of the Congress Street Bridge in Salem,MA(see Figure 1, Locus Map and Figure 2 Aerial View). The site currently contains an existing, underutilized 2% story building and a small 19 space parking lot. There is an existing waterfront walkway located along a portion of the water's edge of the Project site that will be extended to connect to the Congress Street Bridge. A recreational marina is located adjacent to and just south of the site and • the South River Harborwalk is across the Project site off Congress Street along the South River(See Figure 2, Aerial View). The site is serviced by public water and sewer with adequate capacity to accommodate the proposed uses. Primary access to the site is currently provided from an internal roadway located off Congress Street that extends into the adjacent Pickering Wharf complex. • 3. Proposed Site Development The Project involves the demolition of the existing building and the construction of a new six story mixed use building. The proposed building will occupy most of the site. The new building will be • supported on end bearing piles and structural concrete slab. Walkways are proposed along all sides of the building and will be surfaced with stone pavers. A 20 foot wide waterfront walkway will be constructed along the shoreline which includes an extension to the existing waterfront walkway to Congress Street. The seaward 10 feet of the walkway will be • surfaced with concrete and the remaining landward area will be surfaced with stone pavers. Seasonal outdoor dining will occur in the landward portion of the waterfront walkway. Due to existing grade differentials around the site, the walkway will vary in elevation requiring the installation of seat walls, removable railings, stairs and ramps in some locations as shown on the accompanying plans. • Page 11 • • Salem Waterfront Hotel Expansion Notice of Intent Filing �' �!r'"HM1 fs}'J � �i1 n '� y (. �r4t? 1 3< ' ! i � � �k: �i;�y Y� '� .�},�$. f` • � �"� r,'� vG ����ii+r yl� '�1 a A 1/ ✓ � � , 9M1� � �4 � $f pM1 M1 r. -.� P x r Y Y,y tri 4 .n�� �-li� • � � ? a E d a• � Cy � ', . � sv.» ��ki yL 'f S z 4m r is :' �•'N---ar Y Cr. � 3 fit' +r � � r e X'• ° Y rp nq*.�*mei 'per - �. 71ta 8i4 r a Sf, .. • & LLM^ � �t 3 �a M1 � .F S 4 '" I i f w •+Y+.. \i� f 1 . da�tHy3V• OT W d9i'l % "t"A' Figure 1 Locus Plan } P ago 12 ;t r� a ` tk AY NN IV �I e "'�'.�'R Lam". ,��, y A � '_' ".�'3''�xi"� -, • f .*` �?. t ,,.. w}5 Y6;�`e♦ , � p ice' `'" . ksa't sx , '.4 i ate!-*< .s . . +-^€ € � €° t $'x'c" .`�"'�'�� ��" e •.. 't\ �»•-v �� y �'c "€�'": """mss •� �. �'.I • f Pe Z �)fy N _ It • Salem Waterfront Hotel Expansion Notice of Intent Filing Site drainage will be directed to the storm drainage system located in the access road north of and adjacent to the site. A new stormceptor will be installed in the storm drainage system in the • interior roadway to provide water quality treatment. Additional grading, drainage and utility improvements are proposed within the internal roadway and the adjacent Salem Waterfront Hotel site as shown on the accompanying plans.'However,this • work is outside of wetlands jurisdiction. 4. Wetland Resource Areas and Impacts • Wetland Resource Areas Wetland resource areas on the project site include Coastal Bank, Land Subject to Coastal Storm Flowage (100 year flood zone on both parcels) and Riverfront Area. The existing steel sheetpile wall represents the limits of the Coastal Bank and Land Subject to Coastal Storm Flowage which is • elevation 9.81, NGVD based on the existing 2012 FEMA Flood maps (see Figure 3). There is also a 100 foot Buffer Zone that extends from the top of the sheetpile walls 100 feet inland. It should be noted that while the Riverfront zone is depicted on the site plans, the Riverfront provisions of the wetland regulations do not apply as the project requires authorization under the state Chapter 91 program (see 310 CMR 10.58(6)(i). • Wetland Resource Area Impacts No work is proposed within wetland resource areas. Work within the 100 foot Buffer Zone includes building demolition, pile driving, site preparation, utility installation, construction of the new building and final site grading and landscaping. • The Project will improve the quality of stormwater entering the South River by replacing the existing site parking lot with a building and directing the rooftop drainage rather than parking lot drainage into the existing 12 inch storm drainage outfall that discharges from the site to the South River. Post construction stormwater runoff from the site will be limited to roof runoff and runoff • associated with pedestrian use areas. Additionally, a stormceptor will be installed in the site access road to provide stormwater treatment to the site drainage as well as off site drainage from the parking lot of the existing hotel and the interior roadway providing access to the site and Pickering Wharf. • S. Construction Methods and Schedule The owner hopes to begin construction this fall with Project completion by the fall of 2015. All • work will be undertaken from the landside to the greatest extent practical. The demolition debris will be removed from the site and property disposed of. The landside will be restored upon completion of construction. P : 4 • Salem Waterfront Hotel Expansion Notice.of Intent Filing A Stormwater Management Plan has been developed and is included in this filing. During construction best management practices will be used to control stormwater runoff. A row of hay • bales will be placed at the waters' edge to prevent silt from entering the South River. A floating boom will be placed in the South River between the sheetpile wall the first line of floating docks to collect any debris that may enter the River during construction. • 0-0 >ZFm5 A #Z : n45 t^ DE�STREET p' H STREET >rw,, DRpWN � p�10.� fA �2 :, Z�P�Fa "ate+ ¢ • y73 t am � pa mN PANEL 96I9F l' 'FIRM FLOODINSURA- NCE RATE MAP � • T G � C � �c.� � �'. fi .r♦ I ESSEX COUNTY. ONT .MASSACHUSETTS JAW 3URISDICI SONS) AN �PANEL 419 or soo I y I m 'y � SdIl1L IdLW�6 h L aU£f1. 92 NARROR sTREEr , — LYNDMSTREET�..q J� ¢ III I III V t , t`t" I k 9§A $a1S w {a # teR x Nw o m`w 0 �DaaS'n �iiwWI �0 Ne . . os re n k r • :dt 3. DSTR,k' ? �;rm�C'm� s'�� nm } S III lid III MAP NUMBER PORT ✓ a S` IF _ III�1 i2 EFFECTIVE EFfECiNEDATE TE STREET _ JULY 3,2012 � Z.ONEAE TREEI��.>��A ' ��g��erai''�� t iEL IDl T" ♦ • �r h _ �mzi .ANIT>.SREE�� s 9 ✓ �T _ �:hNr in k x..� un�moma{c eFevk lb.F N.Fo'bM o Figure 3 FEMA Preliminary 2013 Flood Map • • P 1s A • Salem Waterfront Hotel Expansion Notice of Intent Filing Attachment 3 Abutters List • • • • • • • • • • • CITY•OF;SALEM `> ASSESSOR'S CERTIFICATION:OF ABUTTERS AND, • PROPERTY QWNERS. . BOARDICOMNIISSION: Conservation,Commission PROJECT SITE: 34 408,34-446,34-447 DATE: ; 2,14-2014 P 1W � f DESCRIPTION OF REQUIREMENT All abetters and any.property owner • within 100 feet of the property line of the land where the activity is proposed mcleding if land is separated by'a public or private streetor a'body of water and not unreasonably,distant from the project site. • This is to certify,that the tune of the last assessment for taxation made by the City of Salem,the names and addresses of those listed on the attached sheets are"abutters and pfoperty owners"(as defined by.Wetlands Protection Act 310,CNIR's 10.05(4)(a))to the pazcel(s)of land listed above as the project site. Assessor's Signature. Date': Z g Number of initialed pages attached:} • Once Certified,Return to Tom Devme, Department ofPlanniag and Community Development I • i J. + E • • • 34_044d_915 �. 34-0408 871 EDMONDS DOROTI3EA PICKERING WHARF COMPLEX LLC nry PICT,-ERIN'G WHARF CO%PLFX,LLC ' l 225 DERBY STREET U605. - 190 PLEASANT STRM• i` '190 PLEASANT STREET t §ALI�d,'MA 07970 :!MARBI EHFAD.MA 01945 i } ' ::.MARBLEHEAD.MA 01945 � . • 1 0446_916 . ': 34_0408_872, 34 0408_B64 t POLCARI MARIEC PICR1�.iING:WHARF COMPLEK,LLC PIC%EKING WHARF COMPLEX,LI.0 225 DERBY STREET Ud06 : 190 PLEASANT STREET, I :190 PLEASANT STREET SALEM,MA 01970. '._MARBLEHEAD.MA 01945 MARBIFHF.AD,MA 01945, t • 34 0446_917.. ' 34 M08 803: .34 0408_874 ' SALEM WATERFRONT HOTEL&SUITE: 'WHARF ST RES.UNETS LLC PICRERING:WHARF COMPLF]C,LLC , .190 PLEASANT ST ;. 190 PLEASANT ST=.. >-190 PLEASANT STREET.•.`:: MARBLEHEAD.MA 01945 %ARBr t;aFAD.MA 01945-3602 MARBI..EHFAD,4k;0 34 0446_978 ^-p34 0408 8041^ 34 0406 875)., •.'DECARFAiT;DONALD S WHARF ST.RES UNIT LLC PICF:ERING WHARF COMPLI7C,LLC 225 DERBY STREET IT608 f 190,PLEASANTSTREET :'. •r 190 PLEASANT STREET; SALEM.MA:01970 i MARBLEHESD MA 01941=3602 t ;MARBLI�EAD,MA U7945• 34 0445 0 + 340_ 408 805 (y)c o S �D h n } 34 0481 0 DERBY&CONGRESS ST RE TRUST J. 190 PLEASANT STRFET 4��' .,. rl9 D7 ERBY SI'REEf MARBIEHFAD,MA 01945 M> FQR-p- 5 7 •�. SALIId,MA 01970 'XOO c vs„v.-rf .'.SY �A; �alerrl, IM ',D1a7o • 34 0438 O^..- - y 34 0408 806 t YJ34 0408_853 _ ^.. -SALBG QTY�OF• I7ABIPOIIA LALEH YOIING R PAUIIY. MARYS 99 CHFSTNU HIIS.AVEII 319 i 87 FEDFRAL'STREET ;BOSTON,%A 02735 SALEM,MA 0197 �. i • -35 6287 0 534 6402`867-<, ..... 34 0408 856 `�ROMAN CATHOLIC CATHOLIC ARCHBISHOP WHARPST RFS IINITS3.LC PRIVATEERRF,ALTYTRIIST '1317'HAWTHORNE BOULEVARD `190PLEASANISPREEP, i. POBOX208.1 ` 'SALEM,MA 01970 i MARBLEH AD MA 01945-3602 BOXFORD,MA 019210208 35 0273_0 ' ' 34 0408`808 t 34 0408 857 • �:SALE%CCTYOF` THOMAS DAizxrl T'RAYJR WHARF ST RES IJHIT'S,LLO ' -B1ILTRAM PARR 1040 NORTHEVERGREEN ST 190 PLEASANT STREET - MA p BIIRBAHiK,CA'915o5 'MARBLEHEAD'MA'01945-3602 35 0324 0 ..;_ _..� ' _ 34 0408 809 .::C/D J} R $au J i PS 34 0408'876 / • NANCY A CORRAL REALTY TRUST + VALAROSO GINA •" PICRERING WHARF COMPLEX,LLC ' r 1242NORTHIAKE SHOREDR CHICAGO,IL;60610 'SALEM,MA 01970 , A z4.5 C3snrSt. S�e. zoy ?:� �r�?�r :{ St . S'fe 2� •. 1 , 35 0311_0 •34 0408 810,E ! 34_0408 852 BENTON GARYL i MURPHY EARYN HICKS 1 . PICRERINGWIIARF COMPLIIC,LLC ,•P O BOX 53 : 11 CHURCH STREET'II606 j9pp , PRIDES CROSSING,MA,01965 SALEM,MA 01970 5'1 Wh ' 34 0408 GATHII07ANEJ x .ZHANGTONG + 34-0,4,08-824, el ' ,�(�'1'fanj 64A WHARF STU-J7 't '67B WHARF SRUFA •` ,74A WHARF ST IIJ7 SALEM,MA 01970 SALEM,MA 01970 3 . 'SALEM MA 01970 34_0408_819 r' 34 0408 34 0408_825 GIIRGOERICL 3 A KISIEL KEVIN D, Ttm 68A WHARF ST U33 :. 74B WHAliF STREET UJ8 X70 SALEM,MA 01970 ff:o,VAU �+ oad` {' sALEw.MA01970 �:'S,rLarvt�osc,zfil`, ✓h/� ca�'lo� _ _ • 34_0408 854M'J'�I.,n21w 5�1/1 ' r - 34-0408_821 ' 34 0408 827 . - .a '- P i LAYNELANCEI PICRERING WHARF COMPLEX LLC 1" 68 WHARF STREETU-J4 190 PLEASANT STREET ?0 ,�7 � + SALEM.MA 01970 ' MARBLIalEA n,MA 01945 34 0408 855 ". 39 0408 865 34 0408 828 .. _.: MOORE ALBERTA PICKERING WHARFCOMPLEXC LLC PICKIIUNG-WHARF COMPLEX,LLC 65B WHARF ST UB3 + r , SALEM,MA'01970. 190 YLEASANi'STREET S2 whdrE S5i 51 e�_jc MA�r"�" ,MAol9as _Sq l e1 1_t?IiH p q� D • 34 0408 ass 34 aaoe ezz'• than,, Suse�Oh ' 3a_a4oa_aze 6 WHARF ASTREET IJB6-1.. 1 A PICKERING�WHARP COMPLEX.LLC SALPak MAT 01970 SRh8E 07970 51wr. af� S7 Siem ` ` 34 0408_859 34_0408 823 • ' 34 0408_829., • ? 70HNSONRATHLEENR i ZBYSZYNSRI)3f1VRYM i. CANNIIi GARYS 65D WHARF ST -.70B.'WHARF UJ6 ' " .:49,INDEPI'3,,DENCE WAY,: + SALEM,MA;01970 SALFM,`MA-01970 MARBLEHFAD;MA 01945 34 0408_860: y 34_0408_866.!. 34_0408 830 • BIDDYB DIANNE i FINOCBIO NDITH. WHARFST:RFSUNCT'S,LLC 65E WHARF'SL II68 t :71A WHARF.STUEI 190 PLEASANT STREET SALEM.MA 019,70, i ' '`SALEM.MA"01970 MARBLE$EAD,MA 019453602 .34:0408 861- C 134 0408 867- ' ' '34 0408 83U' ,SACOBSONALANJ ;COWDIIV PETIItW . t GFd.WICR 7AME.SB • --..225 COOLIDGE AVEbiIiE#106 i :73 NA1EPASHMET54 OBER S1T2EE:1' WATERTOWN.MA 02472: -:MARBr EEMAI) MA 01945. �. :BEVERLY.MA 01915 34 0408_816` ¢ . ',34_,0408 817' '34 0408 832 ,," 'PICKERING WHARF COMPLEX,LLC Z ']PICKERING WHARF COMPLEX,LLC _• 190 PLEASANT STREET' �/-d80D WHARF S'T'REET . -MARS,FRFATI,MA 01945. . •SALEM,MA 01970 57. Wra r-F 34_04,08 868 ' 340408_873 0408 833 , BETTENCOURT CARLIi: PICKMUNG WHARF COMPLEX.LLC r WHARF ST.RES IINTTS,LLC 67A WHARF ST 190 PLF4SANt STREET . - • 'SALEX14A 01970', . 5 7 VJ hA r 51E, "�E MARBLEHf11D,MA 01945-.3602, • - Y 34_0489 0f - 34 0408.81334 0446904 �.,. _ 'pu SALEM WATERFRONT HOTEL ; SHEATIId(7PHY• 190 PLEASANT ST 199DERB-Yi STREEC II-F2 225 DERBY SfREEI IINLT 503 1 Mp.RBr Fwc•n,MA 01945 , :. SALEM,MA 01970 f SALEM;MA 01970 . (, , it 34`0447 0 : 34 0408 862 �I O �OC-1L-C- j t 3q 0446 905 SALEM WATERFAONf PICKERING WHARF COMPLEX LLC NA SOPHIA -19014 E 225 DERBY STREETT iIIU'f 504T. - 5�, W`h a f• 45{ . S�E• �! 5 � 1 s2 Z C a E . SALEM aeri''o1970 • ! _ J�l'ZM, Y�'1)"� 01 `i"I C.: .,,_ �.,,.; �,Ol l Oma t YVIi�' 6 i�1�-� 34_0437 0'.- -35 6290 0 :174 no v.a-n, SJ'1GIw2 1 34 0446 906 SODTIi HARBORHOIAINGS LLC' BUNGHOLEREALTYTRUST 'JOHNPLARANS REV TRU ST i PO,BOX 829 ane nc'an.v' 4 :. 225DERBYSI M'UNITX505 SALEM,MA 01970 t S8T ry/ xee'n+o70 '�. '�' ° .SALEM,MAS'.01970 ' '.' y SSah'nS, ,gve.nv t 34 0448 0 35 0289 0 0446 907 - s=rLANDTRUST.- ; JJTACHELLC �., •MIICI CROBERT? - P O BOX 9fl6, - 208 DERBY STREET 225 DERBY STREET UN[T 506 SALEM MA 01970 SALEM:MA 01970 i ;SALEM.MA01970 t - 35 04080 ` 35 0276_0 - . . ITT _STATES OF AMERICA PFT r Frrcx THOMAS J }.34 0446 908? '(>1 i'L u TjMEPARg t 182 LOWELL STRFE!' MA •PEABODY,MA 01960 :;n �.5 • 35 0325_0 34 0427 0- 34 0446 909,:: BAII.EY CLAIREP LU LII GRACIOUS REALTY TRUST t :RICC=MICHELLE P O BOX 3062, 4 JOHNS AVERUE225 DERBY S=U508 SALEM,MA';01970 .,�•MIDDLETOTT,MA 01949 •('SALEM,MA'01970 �x 34 0408 814,. - •. .-35 0275 0 + i :34 0946 911,. HANSONLII7DLEY S!'IIART MICHAIID LOIIISEA t , SALIISTRIANGFYO 195A DERBYSTBFEf II-F3 222DERBYSTREET 225 DERBY STREET II601 ' SALEM,MA-01970 - SALEM,MA 01970 ::SALEM.MA 01970. � t i _- 34 0408 815 '34 0446_901 �,34 0446 912 ` • -HANSONLINDLEYS :SALEM WATERFRONT -- .....HARVEY MICHAELJ 195B DERBYSiR£ET x '990 PLEASANT ST SALEM.MA 01970 rMARBLEHFAD,MA 01945., 13 -34 0408 340446:,902": _ , • PICR.ERING WHARF REALTY TRUST 1 T TTTr FR x 34 0446 913: LAWRENCEJIII ' STFVENSON MARTHA W ;1 ""'•^•""`�""'-' •'•225 DERBY STREET II501 n 225 DERBY STREET UNTI'603 t '!SALFM.MA'01970 i SALEM;MA;01970 � . � v 34_0408 612 t 34 0446 903 . 34 0446 ;14,MARTHA VIPPERMAN JAMES C VENTOLA ANGELA M • -199A DFILBY,Sf IIFl , 225 DERBY STREET II604 ' SALEM.MA 01970 5 SALEM.MA 01970 • �J� ` 34_0408 834 34 0408_836 ' 34`0408 802 .� ... . i WHARF S1' RFS IINTTS,LLC 'PICKERING.WHARF COMPLER.LLC ,' PICKII2ING WHARF COMPLF7C.LLC ,t- MARB fi ,a 190PLEASANTSITEFT! 1 ,MA 01945 . } MAggr>:NF�n.MA 01945 Colo pi:ec,swni S1 . �� arF, ��•' Sf� .aC- • �: .___� _.._.- __.. __ -__.� __.i - ��- -� S Ot 1_Pn'vl1-_Yh'_✓�„O l`1.-1. D.__ . ,. 34 0408 835 f 34_0408 846 •PICEERING WHARF COMPLEX,LLC ESBTTT GREGORY I. . bflPH�k13rT+. 90 WHARF.STREET UL10 •.rnonr SALEM,T3A 01970 S7 wt,�f^'sfi S� e d , • 34 0408 837- 34 0408 847 nt`��''r.,-t`y, G2{c.i - �: COANREVIN V , `: 90C WHARF Sf SALEMHT .: 84 WHARF"ST UL 511LIIEBERRY'LANE SALEM,MA 01970 TOPSFTEM MA 01983 34_0408_838 34"0408L 408_848 TEROME BRIAN$ TROUT LAME 7 SPATE STREET nr•nv croscr 5 4-` MARBLEIiEAD MA 01945 3536 340408 839 . '. 34 0908 845 WHARF ST[:RES UKTS,LLC RIIBLER RIM AM. .. .190 PLEASANT STREET - 40A WHARF ST UL9 MARBIRMO,MA 01945-3602 SALFM,MA 01970 34_0408_840 �.:. 34 0408849 - _ • LUKAS EDWARD ` . WHARF_WRES UMTS,LLC 84D WHARF STUTA SALEM,MA 01970 '.;M4RBTT•2lFan MA 01945 ci D T P in 5 a✓i t ���' :' 34 0408 941,11.z WHARF Sf,'RIS IIN1TS,iS,C WHARF ST RES UNITS,LLC 190 PLEABANf STREET' j.: }gp ,g,� ' MARBIEHEAD,MA 01945 3602MARBLEHEAD,MA 01945 too . { leuSa% si St• 0408_841. ` 340408 851:.' _.~.W �.•• - • FOOSEPAIILA M ,WHARF ST,RES UKTS,LLC 86B WHARF;STREEl'IILb; ¢ ' 190 PLEASANT STREET , SALEM,MA'-01970 MARBLEHEAD,MA 01945 3602 i 34_0408_8433 34_0408_876: f . WHARF ST.RES vNITS,IS;C ., t i• WHARF S1'.RES.UNITS,LLC ' .: 190 PLEASANT'STREET,_. -190PLEASANT STREET • 1 MARBLEHM4U.MA 01945-3602' 'MARBT F'wx&b5,A.01945-3602 34_0408 844 k34 0408 801? _ -.WHARF ST RFS IINITS,LLC PICRERING;WHARF COMPLEX LLC :.• :.190 PLEASANT STRFET; iMARBLEHEin,Mp 019453602 ' v Sql e M.�YtM o.l q� 0. _ ; . . A!liA7'U:D'WirS , �wwwud!uvyae"nl aa,gnga:.. 51 1. ®Vs Ls OAWIAV V'-4-a-4--!1!411 • , ueoati�ane ;.ap iege 8043N ep zeil�aJ[ e s i Bal®d'.@ selpe#sa�}2nWL Gina Valoroso John Woods Pickering Wharf Complex c/o J&R Services 100C Wharf St`UA3 57 Wharf St St ; 265 Essex St Stu 204 Salem,MA 01970 Salem, MA 01970 • Salem;MA 01970• .' Eric Gurgo 'Edward Morneau Brittani An ler . 38 Farragut Road 68A Wharf St UJ3, 74A Wharf St UJ7 ;. Swampscott, MA 01907 ,' Salem,MA 01970 Salem, 01970 • JustineRamstine, Joseph Manzi Carol LeeOhver . 173 iParadise Road 16 Everett St; . SOD Wharf Street Swampscott,MA 01907 Beverly,MA01915 Salem,MA 01970 • 90C Wharf St Salem RT. Wharf St Res Units, LLCLaurie Trout C/O Gerald,McCarthy' . 190 Pleasant St 208 Mair St#1 Marblehead,MA 01945 ' 5 Blueberry Lane. W.Newbury,MA 01985 TopAeld,MAA1983 .; • • • • ®09L5® � ,�' ma pa dndoa asodxa �adej paad , ,�} •®Q945 a3eldway�f�aany ash ` aup 6uoie puag >rs®• ..!.:.' >.: ` s1e4e7,mlaBd(Se3 , Salem Waterfront Hotel Expansion Notice of Intent Filing • Attachment 4 Photos of Existing Facilities • �• sg 1 l`a° F � r View of Site from Congress Street Bridge • • �C7J�rtt�1�1-. i• i ;�k�. �y�iin ■11 k N • View of Site from Derby Street entrance of existing Waterfront Hotel • • Salem Waterfront • Expansion View of Marina Building from west side of Congress Street .fir ` �• ,r L ens~�"•'we�_a�; z ' of Site looking1 1 1 Congress v • Salem Waterfront Hotel Expansion Notice of Intent Filing • ®�0 ■■■\\ A Portion of Site Parking Lot looking South • 191 Ram • Y `q, �.XOPIRNINI View of Site Parking Lot looking Southeast _ J iTS • • • STORMWATER REPORT HYDROLOGIC ANALYSIS (DRAINAGE CALCULATIONS) USING LID (Low Impact Development) STORMWATER MANAGEMENT CONTROLS: BMP'S • (Best Management Practices) for a: RE-DEVELOPMENT PROJECT: Salem Waterfront Hotel Expansion located at: Congress & Derby Streets Salem, MA • jN OF MASS 9 p� SCOTT IAN CyG � PATROWICZ m a CIVIL ti • v 9 No.33656 y '� /0 AL C • PLDE #06-05 May 12, 2014 PREPARED FOR: SALEM WATERFRONT HOTEL &SUITES, LLC (applicant) 190 Pleasant Street, Marblehead, MA 01945 • PREPARED BY: PATROWICZ LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 Phone: 978-836-6400 II • • TABLE OF CONTENTS 1. Introduction • 2. Hydrologic Analysis a. Purpose b. Proposed Design Objectives (compliant with MassDEP Stormwater Management • Performance Standards) c. Design Methodology Used:SCS TR-55 and SCS TR-20 d. Description of LID Stormwater Management BMP's for no new untreated discharges ! (MassDEP Stormwater Management Performance Standard #1) e. TSS Removal calculations (MassDEP Stormwater Management Performance Standard #4) f. Long-term Pollution Prevention Plan (MassDEP Stormwater Management Performance Standard #4) ! g. Water Quality Treatment Volume (MassDEP Stormwater Management Performance Standard #4) h. Construction Period Pollution Prevention and Erosion/Sedimentation Control Plan (MassDEP Stormwater Management Performance Standard #8) • i. Operation and Maintenance Plan (MassDEP Stormwater Management Performance Standard #9) 3. Soils and Topography (MassDEP Stormwater Management Performance Standard #3) • 4. Off-site Considerations S. Comparative Analysis at 3 Critical Nodal Outlet Points of Discharge (MassDEP Stormwater Management Performance Standard #2) • 2-year 24-hour (Pre-and Post-Development Peak Discharge Rates), • 10-year 24-hour(Pre-and Post-Development Peak Discharge Rates), • • 100 year 24 hour Design Storm (Pre-and Post-Development Peak Discharge Rates) 6. Conclusions • • • Appendix#1 Checklist for Stormwater Report • Appendix#2 Pre-Development Stormwater Runoff (HydroCAD) Computer Model (MassDEP Stormwater Management Performance Standard #2) • 2-year 24-hour Design Storm • 10-year 24-hour Design Storm • • 100-year 24-hour Design Storm Appendix#3 Post-Development Stormwater Runoff (HydroCAD) Computer Model (MassDEP Stormwater Management Performance Standard #2) • 2-year 24-hour Design Storm • • 10-year 24-hour Design Storm • 100-year 24-hour Design Storm Appendix#4 Site plans including Pre- & Post-Development Watershed Analysis Plans (11 sheets dated 5/12/14) • (MassDEP Stormwater Management Performance Standard #2) • • • • • • • 1 . INTRODUCTION The subject site (locus) is located at Congress Street and Derby Street,Salem, MA. The project • site (a portion of the PUD project area) is presently developed with a two and a half story wooden building,existing parking lot, roadway and sidewalks. The watershed study area presently is approximately 97.8%impervious (existing with various pavement types). The total area of the proposed re-development project is 0.91±acres (actual construction). The existing site is virtually flat. The project site drainage is directed into a private drainage system which discharges into the adjacent tidal South River. • The applicant proposes to re-develop the existing impervious site (replace the existing parking) with a new larger building, a refurbished driveway, and add sidewalks and patio spaces.The proposed site area (presently disturbed area) for this re-development project is only a portion of the overall watershed study area. For the purposes of this hydrologic analysis, the proposed overall watershed study area is approximately 2.6+/-acres and remains mostly impervious. • For the purposes of this hydrologic analysis, there are three (3) nodal points of discharge (corresponding to the respective watersheds) that are designed so that a comparison between pre-and post-development runoff flows can be calculated (consistent with those standards set forth in MassDEP's Stormwater Management Handbook): • (1) NODE A(Watershed A): corresponding with an existing municipal catch basin at the intersection of Congress and Derby streets. (2) NODE B(Watershed B): corresponding with an existing private drainage manhole located off-site at the intersection of Wharf Road and the private roadway. The area • of this watershed is entirely privately owned. NOTE: For the purposes of this hydrologic analysis, it is assumed that down-gradient drainage pipes and structures are fully functional (and are not in disrepair and/or clogged). This watershed B eventually discharges to an existing private point source discharge ouffall to the South River (which is tidal). The outfall is a 21-inch private drainage pipe that purges thru the existing granite block seawall. • (3) NODE C(Watershed C): corresponding with an existing ouffail located on the project site (a point source discharge into the tidal South River). In post-development conditions, this existing drain pipe will be utilized for roof runoff (instead of the existing parking lot runoff). In post-development conditions the land use will change from an existing parking lot to be converted to a new building and pedestrian area with no • vehicular uses. The proposed re-development project slightly reduces the overall impervious areas with some additional landscaping, and will be approximately 97.6%,impervious. The proposed stormwater design objectives are consistent and meet all performance standards • set forth in MassDEP's Stormwater Management Handbook as listed on the attached Stormwater Report Checklist) are as follows: • Control runoff on-site by slightly attenuating the difference between pre- and post- development runoff flows on-site,so that runoff discharge(CFS)from summation of all of the developed watersheds(A+B+C)is the slightly less than pre-development conditions. • (except for where there is an existing point-source discharge point to a Tidal River(as shown in Watershed C), • • • Re-direct runoff with minor re-grading to lessen the flow to watersheds A and B,thereby reducing the impacts on the existing municipal system(at the comer of Derby and Congress Streets) and.reducing the impacts on the private drainage system discharging • into the existing 21-inch ouffall pipe(north of finz). This is accomplished by utilizing an existing point-source discharge point to the tidal South River(as shown in Watershed C), • Mitigate drainage Impacts of the proposed development with the use of several sequential Best Management Practices(BMP's)stormwater management devices, • • Control stormwater runoff quality and quantity"to the maximum extent practicable"for this re-development project by(1)adding a Stormceptorm(proprietary BMP device)to an existing private drainage system,(2) changing the land use to a building with relatively "clean" roof runoff from the existing pre-development parking lot, and(3)changing the land use from parking lot to pedestrian patios and walks(no vehicular use), • Provide for flood control up to the 100-year 24-hour recurrence Interval storm event, • Decrease the amount of pollutants that are discharged from the project site by providing greater than 80-percent total suspended solids(TSS)removal(based on Massachusetts Stormwater Policy and Guidelines)for Watershed B(which is where the majority of the proposed re-development work occurs), • • Provide for long-term protection(assuming proper maintenance of stormwater devices)of the wetland resources from no new point-source discharges proposed Into the wetiond resource areas. • • • • • • • 2. HYDROLOGIC ANALYSIS a. PURPOSE • The purpose of the following hydrologic analysis is to determine the watershed characteristics and stormwater runoff quantities based on accepted engineering methodologies. The analysis is used to compare the stormwater runoff peak flows of the existing conditions (pre-development) to those of the proposed "built-out" site (post-development conditions) flows in order to: (1) Properly design a stormwater management system, and • (2) Assess down-gradient impacts to abutting properties (including the tidal South River). b. PROPOSED DESIGN OBJECTIVES (compliant with MassDEP Stormwater Management Performance Standards) • The first design objective of the stormwater management system is to attenuate (on-site) the difference between existing and proposed stormwater runoff flows (for the 2-year 24-hour, 10- year 24-hour and the 100-year 24-hour design storm events),so that there is no net increase of runoff flow rates "to the maximum extent practicable" for this re-development project. • The second objective is to filter the stormwater runoff for water quality purposes by the removal of total suspended solids (TSS) through sequential BMP's (Best Management Practices) "to the maximum extent practicable" for this re-development project (for Watershed B which is where the majority of the proposed re-development work occurs). The third objective is to reduce the runoff flowing into the existing 21-inch outlet pipe (located • south of Arbella and north of Finz),so that these existing drainage pipes are not over-used. For the purposes of this hydrologic analysis,it is assumed that down-gradient drainage pipes and structures are fully functional (and are not in disrepair and/or clogged). These design objectives will mitigate for the impacts of the proposed project consistent with those standards set forth in MassDEP's Stormwater Management Handbook. • c. DESIGN METHODOLOGY USED: SCS TR-55 AND SCS TR-20 The SCS TR-55 stormwater runoff modeling method was used to determine the sub-watershed • (sub-catchment) characteristics. SCS TR-20 stormwater routing method was used to model stormwater flow to calculate flows and runoff volumes. The computer program used is HydroCAD version 9.10 by Applied Microcomputer Systems, Inc., (a commonly used program by engineering companies with excellent technical support). Each of three (3) sub-watershed areas are defined as a function of topography • (ridgelines/watershed divides) and the outlet points of discharge (nodes). Actual field survey data was performed by North Shore Survey Corp. for existing conditions (pre-development conditions). On-site and off-site field reconnaissance was performed in order to confirm assumptions regarding watershed characteristics. The sub-watershed areas are shown on plans entitled: "Watershed Analysis, Post (and Pre-) Development" (Appendix#4). Note:watershed areas go beyond the property boundaries (Congress Street and the adjacent existing Salem • Waterfront hotel site),since runoff flows to the project site from these up-gradient locations. Each sub-watershed area has its own unique topography,soil characteristics,surface cover type, runoff curve number and time of concentration as specified in the following SCS TR-55 • • calculations. Each sub-watershed and each outlet point of discharge (node) are mapped on the Watershed Analysis plans and analyzed in the HydroCAD program. For the purposes of this hydrologic analysis, pre-development conditions are those conditions that exist presently (May, • 2014). The post-development conditions are those conditions that will exist when the site is "built out" with a re-development project as proposed and as shown on Site Plans (Appendix#4). For this hydrologic analysis, off-site land uses (beyond the watershed study area) are assumed to remain constant and will not change between pre-and post development conditions. Therefore, off-site runoff flowing onto the proposed re-development project (from up-gradient properties) will continue to flow onto the site at the same rates. NOTE: For the purposes of this • hydrologic analysis, it is assumed that down-gradient drainage pipes and structures are fully functional (and are not in disrepair and/or clogged). SCS TR-55 methods (using HydroCAD software) were used to determine Time of Concentration (TOC) which is the time that it takes for runoff to travel from the hydraulically most distant point of • the watershed to reach the nodal outlet point of discharge (for that watershed) measured based on land use cover type, slope of the land,and the drainage flow patterns (using LID stormwater controls in post-development conditions). The flow path used to calculate the Time of Concentration for each segment length conservatively starts with the first 50-300 feet of sheet flow (typically 100 feet:the only sheet flow in the entire flow path),then proceeds with shallow concentrated flow or channel flow:identified as letters in the HydroCAD program and shown on • the Watershed Analysis plans (Pre-and Post-Development) sheets 10 and 11). This methodology is conservative since it discounts any spread overland flow in the flow path (except for the first TOC segment which is limited in length as recommended by the MassDEP's Hydrology Handbook for Conservation Commissioners dated March, 2002). SCS TR-20 stormwater modeling methods (using HydroCAD software) were used to determine • runoff hydrographs for each sub-watershed for each design storm, then used to combine and route each hydrograph through stormwater controls at the nodal points of discharge. The three (3) final nodal outlet points of discharge (Nodes A, B and C) corresponding to each of the three sub-watersheds were selected to be virtually the same point for each of the pre-and post-development scenarios,so that a comparison could be made at equal points of discharge. • The following criteria were used for stormwater modeling purposes: • Time increment for hydrograph coordinates:0.5 hour= dt • Rain table #7 corresponding to SCS Type III rainfall (recommended for Mass. by SCS) • • Antecedent Moisture Condition #2 (also recommended by SCS) • Duration of storm:24 hours (per Mass. Wetlands Protection Act regulations), Hydrograph time span =5.00 to 20.0 hours • • Rainfall amount (P) for Salem per a published report by the Northeast Regional Climate Center, Cornell University dated September, 1993: 100-year 24-hour storm: P = 7.30 inches 10-year 24 hour storm: P =4.25 inches 2-year 24-hour storm: P =2.80 inches • • No tailwater condition • Assumes all down-gradient drainage pipes and structures are fully functional (and are not in disrepair and/or clogged). • • d. DESCRIPTION OF LID STORMWATER MANAGEMENT BMP's for no new untreated discharges (MassDEP Stormwater Management Performance Standard #1) In post-development conditions (for this re-development project) stormwater management is • employed "to the maximum extent practicable" several sequential BMP's (Best Management Practices) to achieve the design objectives in a hydraulic profile, i.e. a sequence of LID Stormwater management devices (controls) BMP's designed to change the typical flow path of runoff water by segmenting and altering the flow's direction/path. The sequential stormwater device (Stormceptor©in Watershed B) act to slightly slow down the time of concentration (lag • the storm event) and thus, reduce the resulting runoff rate (CFS) measured at the outfall (discharge point). e. TSS REMOVAL CALCULATIONS (MassDEP Stormwater Management Performance Standard #4) Total Suspended Solids (TSS) is removed with each incremental (sequential) pre-treatment device. Calculations for TSS removal are based on the methodology established in MassDEP's Stormwater Management Standards. By removing total suspended solids (TSS) from the Stormwater(and those oils/greases that adhere to those sediment solids), the runoff water quality can be greatly improved of the treated discharge. The TSS removal rates are per a table in • MassDEP's Stormwater Management Standards, Volume 1, page 11 (attached herein). The MassDEP calculation form does not take into account that the proposed project will improve stormwater quality through: (1) Elimination of an existing parking lot on the site which currently occupies a good portion • of the site and generates runoff associated with vehicular uses. The proposed project will replace this area with non-polluting roof runoff and pedestrian spaces, (2) Optimization of a proposed stormceptor©is accomplished by relocating half of the existing hotel's roof runoff down-gradient of the proposed stormceptor©as shown on • sheet 11 of 11. The calculations for TSS removal are attached herein for each BMP hydraulic profile (for each sub-watershed). *TSS Removal for sub-watershed A=29% Note:this watershed substantial) stays the some as ( Y Y • pre-development conditions, except that the area is reduced slightly in post- development conditions). •TSS Removal for sub-watershed B=86%(Note:a stormceptor©is added to a private drainage system, and the land use changed from a parking lot to a building with "clean" runoff from the roof). • •TSS Removal for sub-watershed Cl = 9%(Note: post-development watershed area is greatly reduced in size and changed from a parking lot to pedestrian walkway/patio spaces). Note:sub-watershed C2 is converted from an existing parking lot to a new building with a rubber roof(thus reducing TSS thru the change of the land use). Therefore, the stormwater water quality devices proposed in sequence will equal or exceed MassDEP's Stormwater Management Performance Standard #4 of 80%TSS removal for Watershed B (where most of the re-development activity is proposed). • s n MassachaseUs Stormwater Handbook Table TSS TSS Removal Efficiencies for Best Management Practices k Best Management Practice TSS Removal Efficiency BMP Non3tnictural Pretreatinent BMPs ' treat Sweeping 0-10%, See Volume 2, Chapter 1. Structural.?retreatment BMPs Deep Sump Catch Basins 5%0 only if used for pretreatment and only if off-line it Grit Separator 5%only if used for pretreatment and only if off-line roprietary Separators Varies—see Volume 2, Chapter 4. ediment Foreba 5%if used for pretreatment y a etated filter strips 10%if at least 25 feet wide,45%if at least 50 feet wide kZ `<.. Treatment BMPs eioretention Areas including 90%provided it is combined with adequate pretreatment In gardens onstructed Stonnwater 80%provided it is combined with a sediment forebay etiands t Extended Dry Detention Basins 50%provided it is combined with a sediment forebay revel Wetlands 0%provided it is combined with a sediment forebay z, Proprietary Media Filters cries—see Volume 2,Chapter 4 Sand/Organic Filters 80%provided it is combined with sediment forebay 01 reebox faker 0% provided it is combined with adequate pretreatment Wet Basins 0%provided it is combined with sediment forebay Drainage Channels For conveyance only. No TSS Removal credit. Grass Channels(formerly 0%if combined with sediment forebay or equivalent �R ° biofllter swales Quality Swale— 70%provided it is combined with sediment forebay or equivalent Infiltrationa3MPS Dry Wells 0%for runoff from non-metal roofs; may also be used for runoff from metal roofs but only if metal roof is hot located within a Zone II,or IWPA or at an industrial site Infiltration Basins&Infiltration 80%provided it is combined with adequate pretreatment(sediment forebay o Trenches vegetated filter strip,grass channel,water quality swaleprior to infiltration Leaching Catch Basins 0%provided a deep sump catch basin is used for pretreatment Subsurface Structure 0%provided they are combined with one or more pretreatment BMPs prior o infiltration. ..4`a`. Dry Detention Basins For peak rate attenuation only. No TSS Removal credit. reen Roofs See Volume 2. Chapter 2. May reduce required water quality volume. No SS Removal Credit. Porous Pavement 0%if designed to prevent runon and with adequate storage capacity. Limited to uses identified in Volume 2 Chapter 2. Rain Barrels and Cisterns May reduce required water quality volume. No TSS Removal Credit. k Volume 1:Overview of Massachusetts Stormwater Standards Chapter 1 Page 1 I V INSTRUCTIONS: Version 1,Automated. Mar. 4, 2008 1. In BMP Column, click on Blue Cell to Activate Drop Down Menu 2. Select BMP from Drop Down Menu 3.After BMP is selected, TSS Removal and other Columns are automatically completed. C.o..t Location: HOTEL rYVatershel A ost develo meat i zne s ^ (P P ) ,.' Z T�Srt�Ce B C D E F TSS Removal Starting TSS Amount Remaining I, way BMP1 Rate' Load* Removed C*D Load D-E 7F k �, i ���g,` npw O ,qtr'a OW in 0.05 1.00 0.05 0.95 t � L Deep;SurnpaAd�Hooded O O `µ',�Catch'Baslnc 0.25 0.95 0.24 0.71 0 };v 0.00 0.71 0.00 0.71 0.00 0.71 0.00 0.71 /� 5H +�':S erNk a«*k tr '2' •tea �I Fk ss>^moi; 0.00 0.71 0.00 0.71 Separate Form Needs to be Completed for Each Total TSS Removal = 29% Outlet or BMP Train w� EXPANSION'SALE11t A "b Project: Prepared By: s Patro ICz;P"E *Equals remaining load from previous BMP (E) Non-automated TSS Calculation Sheet Date' , which enters the BMP must be used if Proprietary BMP Proposed 1.From MassDEP Stonmvater Handbook Vol. t Mass.Dept. of Environmental Protection 0 • f INSTRUCTIONS: Version 1,Automated.,Mar. 4,2008 1. In BMP Column, click on Blue Cell to Activate Drop Down Menu ,j eA 'S 4L1L SH vYj cat'Lerwit so. 2. Select BMP from Drop Down Menu p 3. After BMP is selected, TSS Removal and other Columns are automatically completed. s Location tHOTEI ,Watershed,B(potdevelopmentja ,, _r R¢ � fl� J4�a�� �� N►oTE�. / B - C - D � rw E� � OI�►��Iw F `P�G,df�►t� 51SM+) TSS Removal Starting TSS Amount Remaining BMP' Rate' Load* Removed C*D Load D-E d StreetSweeping5°/ 0.05 1.00 0.05 0.95 47 ��, Y Deep,Sump and Hooded C 0Catch Bash 0.25 0.95 0.24 0.71 0.80 0.71 0.57 0.14 0.00 0.14 0.00 0.14 m V M� 4+F?'e'���V %• k 'sa 0.00 0.14 0.00 L 0.14 Separate Form Needs to be Completed for Each Total TSS Removal = 86°�° Outlet or BMP Train {M} Project E%PANSION"SALEM MAas s Prepared By: 'Equals remaining load from previous BMP(E) which enters the BMP 51,�2I2014 � " Non-automated TSS Calculation Sheet Date �` �`'"�'� must be used if Proprietary BMP Proposed 1, From MassDEP Stonnwater Handbook Vol. 1 Mass.Dept.of Environmental Protection V INSTRUCTIONS: Version 1,Automated:Mar.4, 2008 1. In BMP Column, click on Blue Cell to Activate Drop Down Menu 2. Select BMP from Drop Down Menu k",3wr boo 3. After BMP is selected, TSS Removal and other Columns are automatically completed. r i wr :�+>��,t, fa>w.' ' n bt #' �+'��"e�fr«`�^`X WWW.u. 1i P . 7� t sOVI j� Location: kiOTEL kWatershedG.,"(post development)„� , � � � �� R ��gSTti�AN B C D rx te'E ` rr s F TSS Removal Starting TSS Amount Remaining BMP' Rate' Load* Removed C*D Load D-E ++ 1� 4) `va Y S Street�SWeeping 9% j 0.09 1.00 0.08 0.81 jig H ': NA 0 �' r �..Al” "+i' ia2^ # w x .w }rx, 0.00 0.91 0.00 0.91 0 0.00 0.91 0.00 0.91 co co 151 MIMI N U N 0.00 0.81 0.00 0.91 ,a � a F ��Gy ,p M1 Fey k V 11 Fk t 5`✓ Yn*Y y £Y+ I} t 0.00 0.91 0.00 0.91 Separate Form Needs to be Completed for Each Total TSS Removal = 9% Outlet or BMP Train KUM Project: EX9AMSrON SALEM MA °;.v ` Prepared BY: cP 4414 W *Equals remaining load from BMP(E) Date: 5112(3074 ,} which enters the BMP Non-automated TSS Calculation Sheet must be used If Proprietary BMP Proposed 1.From MassDEP Stormwater Handbook Vol. 1 N art. �+�►f?..1)*%dW C L r S Mass. Dept.of Environmental Protection r.i t"t� F}o rt., NoeF 0-•ae4o" 7WA3 % I'LL Dv v cJ t* f�5 F ..r� T$44 cfkr$rIOL=, L.or+er!1ar�3 : P�1� trvV VT • 4111 0 ! 0 0 0 • • • • • f. LONG-TERM POLLUTION PREVENTION PLAN (MassDEP Stormwater Management Performance Standard #4) • In compliance with MassDEP Stormwater Management Standard #4,the following shall be implemented as part of the Long-Term Pollution Prevention Plan: 1. Good housekeeping practices such as picking up trash and other measures mandated in the Operation and Maintenance Plan. • 2. After construction, there shall be no storage of equipment or materials on-site. 3. Vehicles are not to be washed on-site. 4. The BMP's (catch basins, drainage structures and stormceptor©) will be inspected • quarterly to insure that they are functioning properly and are not silted-up. Silt and debris will be vacuumed out (with a vac-truck) and shall be properly disposed-of off-site. 5. Existing drainage pipes and structures shall be inspected to insure that they are functioning properly. • 6. No chemicals shall be stored on-site. The project site is under constant 24/7 security surveillance,therefore there is no need to have a spill prevention plan. 7. Provisions for maintenance of landscaped areas are to be maintained at least monthly and/or handled on a regular basis by hotel operations. • 8. There will also be no storage of any fertilizers, pesticides and/or herbicides. 9. There will be no storage of pet supplies,since there will not be any pets on-site. 10. There are no provisions for septic systems, since the new building is connected to municipal sewer system. • 11. Provisions for solid waste management are handled by day-to-day hotel operations. 12. Snow plowing is handled by day-to-day hotel operations during the winter season. Sand use is expected along with pavement/walkway sweeping. Storage of road salts and/or • sand are not anticipated. 13. In the unlikely event of a spill, the stormwater system will be lined with a temporary impermeable lining at the discharge point so that clean-up can be employed to remove any spillage from the site (and properly disposed of). The emergency contact will be the owner: Mr.Anthony Sasso (phone:781-631-3070). g. WATER QUALITY TREATMENT (MassDEP Stormwater Management Performance Standard #4) • In accordance with MassDEP Stormwater Management Performance Standard #4 this re- development project utilizes a proprietary BMP:stormceptor©. Documentation is attached herein including a letter dated 2/9/98 from the EDEA. • r h. CONSTRUCTION PERIOD POLLUTION PREVENTION and EROSION/SEDIMENTATION CONTROL PLAN (MassDEP Stormwater Management Performance Standard #8) The following required construction period pollution prevention measures shall be performed • during construction to control sedimentation and erosion. The following measures have been prepared in accordance with with MassDEP's stormwater management performance standards referenced in the Massachusetts Stormwater Handbooks) and the Environmental Protection Agency's (EPA's) National Pollutant Discharge Elimination System (NPDES) general permit program for stormwater discharges from construction sites. The following sedimentation and erosion • controls shall be employed to minimize erosion (and transport of sediment) down-gradient to coastal wetland resource areas (located off-site) during the earthwork and construction phases of the project. The total area of the proposed re-development project is 0.91±acres (as shown on the attached Site Plans). The existing subject site is mostly impervious (with a building and various types of pavement used for parking cars and pedestrian access).The existing site is virtually flat. The duration of the construction period is approximately 6 to 8 months. See the attached Inspection Schedule and Evaluation Checklist. • The name of the contact person (responsible for plan/permit compliance) will be Mr. Anthony Sasso (phone: 781-631-3070). The following erosion control measures shall be employed (and properly maintained during construction): • • BOOM: FLOATABLE BOOM (215±LF MINIMUM) WILL BE INSTALLED IN THE WATER BETWEEN THE EXISTING SHEETPILE WALL AND THE MARINA DECKING(floating docks)TO CATCH FLOATABLE DEBRIS. • HAYBALES: SET 210±LF (MINIMUM) ALONG THE WATER'S EDGE (SOUTH RIVER) TO SERVE AS AN EROSION CONTROL AND LIMIT OF WORK LINE. • SNOW FENCE: SET 210±LF(MINIMUM)OF FOUR FOOT ORANGE SNOW FENCE IN BETWEEN THE HAYBALES AND • THE RAILING TO HELP MINIMIZE WIND-BLOWN LOOSE DEBRIS. • STRAW WATTLES: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) STRAW WATTLES WILL BE INSTALLED ALONG THE WATERSIDE OF THE PROJECT DURING CONSTRUCTION TO CONTROL EROSION DURING CONSTRUCTION TO MINIMIZE SHEET EROSION. WATTLES(8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING) SHALL BE SET AT LEAST TWO (2) INCHES INTO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE (THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN • DAYS). WATTLES SHALL BE INSTALLED PERPENDICULAR TO WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.0-INCH SQUARE) 4-FEET ON CENTER. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED(and ft is unlikely that straw wattles will be required). • SILT FENCING: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) SILT FENCE WILL BE INSTALLED ALONG THE WATERSIDE OF THE STRAW WATTLES ALONG THE PROJECT SHORELINE (DETAIL SHOWN ON THIS PLAN). THIS SEMI-PERMEABLE BARRIER MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. • THE SILT FENCE BARRIER SHALL BE DUG INTO THE GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN(10)FEET APART(MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE UP-GRADIENT SIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE)SHALL BE DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCE(S) SHALL BE REPLACED AS DETERMINED BY PERIODIC FIELD INSPECTIONS. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely that sift fencing will be required). • • CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS (LOCATED ADJACENT TO THE PROJECT SITE) SHALL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE)AND/OR SILT • • SACKS THROUGHOUT CONSTRUCTION AS DEEMED NECESSARY BY THE SALEM CC AND/OR SITE CONTRACTOR. • GRAVEL AND CONSTRUCTION ENTRANCE/EXIT: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM • CC AND/OR SITE CONTRACTOR) A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK(MINIMUM)BED OF 2 TO 3-INCH WASHED CRUSHED STONE PLACED AT A 2%GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN INLET OR TEMPORARY SETTLING AREA. THE PROJECT SITE IS VIRTUALLY FLAT(and it is unlikely that a gravel construction entranoe/exii will be required). • SLOPE STABILIZATION: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN SEVEN (7) DAYS • AFTER GRADING (OR CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION).ON SLOPES GREATER THAN OF 3:1 (H:V) CONTRACTOR SHALL INSTALL SLOPE STABILIZATION MEASURES SUCH AS HAY MULCH AND/OR JUTE MATTING AND/OR DRIVABLE CRUSHED STONE BEDS(ON TOP OF FILTER FABRIC IF NECESSARY)TO MINIMIZE EROSION. THE PROJECT SITE IS VIRTUALLY FLAT,THEREFORE VERY LITTLE SILTATION IS EXPECTED(and it is unlikely slope' stabilization techniques will be required). • • DIVERSION CHANNELS: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) TO CONTROL EROSION DURING CONSTRUCTION DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION BASINS OR PROTECTED CATCH BASIN INLETS. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED(and It is unlikely that diversion channels will be required). TEMPORARY SEDIMENT BASINS:IF DEEMED NECESSARY DURING CONSTRUCTION(BY SALEM CC AND/OR SITE CONTRACTOR) TO CONTROL EROSION DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE • INSTALLED EITHER AS EXCAVATIONS OR BERMED STORMWATER DETENTION STRUCTURES DEPENDING ON THE GRADES. THE PROJECT SITE IS VIRTUALLY FLAT,THEREFORE VERY LITTLE SILTATION IS EXPECTED(and it is unlikely that temporary sediment basins will be required). IF NECESSARY, THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFFSITE. THESE BASINS SHALL BE LOCATED BASED ON CONSTRUCTION NEEDS AS DETERMINED • BY THE SITE CONTRACTOR. • PRIOR TO CONSTRUCTION:PRIOR TO THE PRE-CONSTRUCTION SITE WALK WITH THE SALEM CONSERVATION COMMISSION, THE SITE CONTRACTOR SHALL REMOVE ANY EXISTING SILT AND DEBRIS. THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL DESCRIBED IN THIS PLAN. EROSION CONTROLS SHALL BE IN-PLACE PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. ALSO A DETAILED CONSTRUCTION SEQUENCE SCHEDULE OF SITEWORK SHALL BE DISCUSSED IN DETAIL AT THE PRE- CONSTRUCTION CONFERENCE. • CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND AND A PRE-CONSTRUCTION CONFERENCE WITH THE SALEM CONSERVATION COMMISSION(AND/OR ITS AGENT)HAS BEEN COMPLETED. AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE SALEM CONSERVATION COMMISSION (AND/OR ITS AGENT), THEN EARTHWORK WILL BEGIN. SINCE THE SITE IS COMPOSED OF ENTIRELY IMPERVIOUS SURFACES (building, parking and sidewalks), STABILIZATION OF NEWLY CREATED EXPOSED LAND IS CRITICAL SO THAT EROSION IS MIINIMIZED. THE PROJECTS SITE IS VIRTUALLY FLAT,THEREFORE VERY LITTLE SILTATION 1S EXPECTED. • ONCE THE ROUGH GRADES HAVE BEEN ESTABLISHED, THE BUILDING FOUNDATION CAN BE CONSTRUCTED (which is mostly piles). FOLLOWING THE INSTALLATION OF THE PILES, THE PILE CAP CAN BE CONSTRUCTED. NEXT, CONSTRUCT THE BUILDING SLAB(IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION), FOLLOWED BY THE INSTALLATION OF UNDERGROUND UTILITIES AND FINAL SITE GRADING FOR PAVEMENT,WALKWAYS AND PATIO AREAS. THEN,LANDSCAPING. • MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING • EACH CONTROL DESCRIBED IN THIS PLAN. DURING CONSTRUCTION, THE ONSITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN TWO(2) INCHES DEEP,OR AS NEEDED. DAMAGED OR DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION.SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY DISPOSED OF OFFSITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE SALEM CONSERVATION COMMISSION SHALL APPROVE THE STABILIZED EARTH PRIOR TO THE • REMOVAL OF EROSION CONTROLS. IF DEEMED NECESSARY DURING CONSTRUCTION(BY SALEM CC AND/OR SITE CONTRACTOR)ADDITIONAL EROSION CONTROLIDEBRIS CONTROL MEASURES MAY BE REQUIRED. • LONG TERM INSPECTION, OPERATION AND MAINTENANCE (POST CONSTRUCTION) REQUIREMENTS STANDARD #4 & #9 INSPECTION SCHEDULE AND EVALUATION CHECKLIST FOR SALEM WATERFRONT HOTEL EXPANSION, SALEM, MA INSPECTION DATE INSPECTOR AREA INSPECTED BMP REQUIRED INSPECTION COMMENTS RECOMMENDATION FOLLOW-UP (FREQUENCY IF BMP) INSPECTION REQUIRED (YES/NO) PAVEMENT SWEEPING Y - REGULAR MONTHLY OPERATIONS DRAINAGE STRUCTURES 4 TIMES/YEAR (CB AND DMH) Y (AT THE END OF EACH SEASON) STORMCEPTOR Y 4 TIMES/YEAR (AT THE END OF EACH SEASON) LANDSCAPING Y REGULAR MONTHLY OPERATIONS TRASH REMOVAL Y REGULAR DAY-TO-DAY OPERATIONS TRASH AREA Y REGULAR INSPECTIONS WEEKLY OPERATIONS 1. REFER TO THE MASSACHUSETTS STORMWATER MANAGEMENT, TECHNICAL HANDBOOK, VOLUME II (MATCH, 1997) FOR RECOMMENDATIONS REGARDING FREQUENCY FOR INSPECTION AND MAINTENANCE OF SPECIFIC BMP'S. 2. INSPECTIONS TO BE CONDUCTED BY A QUALIFIED PROFESSIONAL SUCH AS AN ENVIRONMENTAL SCIENTIST ANO/OR CIVIL ENGINEER. 3. INSPECTIONS SHALL BE CONDUTED IN COMPLIANCE WITH SALEM CONSERVATION COMMISSION REQUIREMENTS AS DIRECTED BY THE SCC AGENT. 4. INSPECTIONS SHALL BE CONDUCTED IN COMPLIANCE %7TH THE ORDER OF CONDITIONS ISSUED FOR THIS PROJECT, DEP FILE 5. THIS PROJECT SHALL LIMIT THE USE OF FERTILIZERS. THIS PROJECT SHALL NOT USE SODIUM CHLORIDE FOR DE-ICING. 6. INCLUDE DEVIATIONS FROM SCC ORDER OF CONDITIONS, SALEM PLANNING BOARD APPROVAL, CONSTRUCTION SEQUENCE AND APPROVED PLANS. AS DEEMED NECESSARY BY THE SALEM CONSERVATION COMMISSION AGENT ANO/OR THE SITE SITE CONTRACTOR. #06 STORM W ATER CONTROL MANAGER: SCOTT PATROWICZ, P.E. _ nest-- S A9 /V 'SHORT *PERM PLANNED %EDIMEIION I& EROSON COftOL MEASURES ' (DURING CONSTRUCTION) STANDARD #8 INSPECTION SCHEDULE AND EVALUATION CHECKLIST FOR SALEM WATERFRONT HOTEL EXPANSION, SALEM, MA INSPECTION DATE INSPECTOR AREA INSPECTED BMP, REWIRED INSPECTION COMMENTS RECOMMENDATION FOLLOW—UP (FREQUENCY IF BMP) INSPECTION REQUIRED (YES/NO) STRAW WATTLES ss WEEKLY AND AFTER MAJOR STORM EVENTS SILT FENCING :s WEEKLY AND AFTER MAJOR STORM EVENTS CATCH BASINS Y WEEKLY AND AFTER MAJOR STORM EVENTS GRAVEL AND «; AFTER CONSTRUCTION ROAD MAJOR STORM EVENTS DIVERSION CHANNELS ss WEEKLY AND AFTER MAJOR STORM EVENTS ss WEEKLY AND AFTER SEDIMENT BASINS MAJOR STORM EVENTS SLOPE STABILIZATION •' WEEKLY AND AFTER MAJOR STORM EVENTS SOIL STOCKPILES ss WEEKLY AND AFTER MAJOR STORM EVENTS 1. REFER TO THE MASSACHUSETTS STORMWATER MANAGEMENT, TECHNICAL HANDBOOK, VOLUME II (MATCH, 1997) FOR RECOMMENDATIONS REGARDING FREQUENCY FOR INSPECTION AND MAINTENANCE OF SPECIFIC BMP'S. 2. INSPECTIONS TO BE CONDUCTED BY A QUALIFIED PROFESSIONAL SUCH AS AN ENVIRONMENTAL SCIENTIST AND/OR CIVIL ENGINEER. 3. INSPECTIONS SHALL BE CONDUTED IN COMPLIANCE WITH SALEM CONSERVATION COMMISSION REQUIREMENTS AS DIRECTED BY THE SCC AGENT. 4. INSPECTIONS SHALL BE CONDUCTED IN COMPLIANCE WITH THE ORDER OF CONDITIONS ISSUED FOR THIS PROJECT. DEP FILE 5. THIS PROJECT SHALL LIMIT THE USE OF FERTILIZERS. THIS PROJECT SHALL NOT USE SODIUM CHLORIDE FOR DE-ICING. 6. INCLUDE DEVIATIONS FROM SCC ORDER OF CONDITIONS, SALEM PLANNING BOARD APPROVAL, CONSTRUCTION SF_QUENCE AND APPROVED PLANS. "* AS DEEMED NECESSARY BY THE SALEM CONSERVATION COMMISSION AGENT AND/OR THE SITE SITE CONTRACTOR. #0 6 4_ STORMWATER CONTROL MANAGER: SCOTT PATROWICZ, P.E. Date: 5/12/14 CONSTRUCTION SEQUENCE STANDARD #9 INSPECTION SCHEDULE AND EVALUATION CHECKLIST FOR SALEM WATERFRONT HOTEL EXPANSION, SALEM, MA INSPECTION DATE INSPECTOR AREA INSPECTED INSPECTION COMMENTS & RECOMMENDATIONS PHASE FOLLOW-UP APPROVED INSPECTION REWIRED (YES/NO) (YES/NO) PRE-CONSTRUCTION CONFERENCE EROSION CONTROL ROUGH GRADING DRAINAGE STRUCTURES GRAVEL BASE PAVEMENT SLOPE STABILIZATION FINISHED LANDSCAPING I. REFER TO THE MASSACHUSETTS STORMWATER MANAGEMENT, TECHNICAL HANDBOOK, VOLUME II (MATCH, 1997) FOR RECOMMENDATIONS REGARDING FREQUENCY FOR INSPECTION AND MAINTENANCE OF SPECIFIC BMP'S. 2. INSPECTIONS TO BE CONDUCTED BY A QUALIFIED PROFESSIONAL SUCH AS AN ENVIRONMENTAL SCIENTIST AND/OR CIVIL ENGINEER. 3. INSPECTIONS SHALL BE CONDUTED IN COMPLIANCE WITH SALEM CONSERVATION COMMISSION REQUIREMENTS AS DIRECTED BY THE SCC AGENT, 4. INSPECTIONS SHALL BE CONDUCTED IN COMPLIANCE WITH THE ORDER OF CONDITIONS ISSUED FOR THIS PROJECT. DEP FILE 5. THIS PROJECT SHALL LIMIT THE USE OF FERTILIZERS. THIS PROJECT SHALL NOT USE SODIUM CHLORIDE FOR DE-ICING. 6. INCLUDE DEVIATIONS FROM SCC ORDER OF CONDITIONS, SALEM PLANNING BOARD APPROVAL, CONSTRUCTION SEQUENCE AND APPROVED PLANS. " AS DEEMED NECESSARY BY THE SALEM CONSERVATION COMMISSION AGENT AND/OR THE SITE SITE CONTRACTOR. #0 6 4_ STORMWATER CONTROL MANAGER: SCOTT PATROWICZ, P.E. Date: 5/12/14 s • • s a • • � • � • Stormceptor® Simply SuperiorT"^ ,s fi 69) a .,. • 4 � f tF f STORMWATER RUN-OFF POLLUTION CONTROL The Stormceptor® System is a stormwater separator ;- that efficiently removes sediment and hydrocarbons from stormwater run-off, and stores the pollutants for safe and easy removal. Designed to treat ■ 85% to 95% of annual run-off, Stormceptor captures and retains stormwater run-off 'y pollution at the source. Stormceptor MATERIABweffectively captures high percentages of ` * ' Total Suspended Solids (TSS) and Total r Petroleum Hydrocarbons (TPH). +. L 4';." .r ,a 1) FRAME AND COVER All Stormceptors are provided with their own frame and cover. The cover is clearly labeled "Stormceptor®" - to allow for easy identification. Stormceptor is designed with complete access for maintenance from finish grade, eliminating confined space entry. 2) UPPER CHAMBER/RISER SECTIONS Available in either a 72"0 or 96"0, the upper chamber can accommodate up to a 72"0 RCP. The Stormceptor replaces a manhole, handling the designed conveyance flows for the required storm event. Riser section(s) are custom designed to fit your project. 3 INFLUENT PIPE Stormceptor accepts flow from single or multiple sources without an external by-pass, thus eliminating the need for additional manholes and reducing head loss through the unit. 4) EFFLUENT PIPE Stormceptor can be used as a bend structure without compromising oil and sediment removal effectiveness, again eliminating the need for unnecessary structures. ` 5) OIL PORT _ Depth of hydrocarbons can be easily measured through the 6"oil port. Simply insert a sampling device, such as a Sludge Judges, in order to take an accurate M reading. Inspection can be completed without entrance into the unit. 6) SEMI-CIRCULAR WEIR Under standard operating conditions (frequent storm events), stormwater flows into the upper by-pass chamber and is diverted down into the separation/holding chamber by the weir. During infrequent, high flow events, peak stormwater flows will pass over the diverting weir and continue through the upper chamber into the downstream system. 7) ORIFICE PLATE Flow entering the lower chamber is carefully controlled by an orifice plate to prevent excessive operational velocities, thus guaranteeing the retention of previously deposited material, and maximizing the capture and retention of hydrocarbons and suspended solids. 8) INLET DROP TEE The downward flow is directed, by right-angle outlets, tangentially around the circular walls of the separation chamber to maximize the flow path and detention time. 9) SEPARATION/HOLDING CHAMBER Flow continues around the circumference where: fine and coarse solids settle to the floor while' the hydrocarbons rise and become trapped under the fiberglass insert. • 10) OUTLET RISER PIPE Treated water exits the lower chamber - through a submerged pipe and continues, ' down the drainage system. CONTACT INFORMATION: 1-800-909-7763 or www.rinkerstormceptor.com MATERIALSw 0 2006 Rinker Materials Corp. • Technical Manual Page 23 Appendix A '1 STC 900 Precast Concrete Stormceptor® (900 US Gallon Capacity) • Stormceptor 32"0 Frame and Cover Grade Adjusters to I I I Suit Finished Grade 5° 24"0 Outlet • ". Pipe 6"0 Oil 8° 30"0 Cleanout 6°0 Orifice Plate 72"0 i a 6" i 7" " • Varies Stormceptor® Insert I Outlet opt IN Weir TO Orifice Ano Plate 55" Access opening 6°0 Vent Min. Drop Tee (See note#2) Pipe Inlet Pipe 24"0 Drop 8° Outlet Pipe Plan View < . b Section Thru Chamber • Notes: 1.The Use Of Fle>able Connection is Recommended at The Inlet and Outlet where Applicable. 2.The Cover Should be Positioned Over The Outlet Drop Pipe and The Vent Pipe. 3.The Stormceptor System is protected by one or more of the following U.S.Patents:#4985148, #5498331,#5725760,#5753115,#5849181,#6068765,#6371690. 4.Contact a Hydro Conduit representative for further details not listed on this drawing. Rinker Materials / Hydro Conduit Division www.rinkerstormceptor.com 90D �,, Mme, ARGEO PAUL CELLUCCI GOVERNOR Tel:(617)727-980D Fax:(617)727.2754 TRUDY COXE http:llwww.magnet.state.ma.us/enVU SECRETARY February 9, 1998 John Boyer CSR/New England Pipe 174 All Hallows Rd P.O.Box 307 • Wauregan,CT 06387 Dear MrBoyer:' I wanted to congratulate you on the findings of the enclosed teolmology assessment report prepared by the Massachusetts Strategic Envirotechnology Partnership(STEP). The repdrt.confums' • that your Stonnceptor System can provide removal rates of at least 770/9 for Total Suspended Solids. (TSS)when sized according to Stormceptor's"Sensitive Area"criteria. Performance Data reviewed by - STEP also supports a treatment capability of 521/o when sized according to Stomiceptor's"Treatment Train"criteria and even shows a good likelihood of achieving TSS removal rates between 89%and 99% under conditions similar to the Westwood Massachusetts site. • In short,the report concludes that your Stormcoptor system can provide enhanced treatment of stormwater and is offered as an effective spill control and stormwater quality enhancement system to replace conventional manholes within a storm drain system. STEP:conbluded that your systems add considerable value over conventional BMPs such as catch basins and deep sumps: The system removes grit,suspended solids,oils and grease during periods of low and high flows audJras the potential to • achieve standards 4,5,6.,7 and 8 in the Stormwater Management handbook(LT -and CZM, 1997). STEP's report offers good news for Massachusetts' communities seeking better,faster,cheaper . environmental protection. In fact,I was delighted to see the report's findings. Again,congratulations on the positive STEP assessment and please call Paul Richard in my office at(617)727-9800 ext.449 if you have any questions or seek additional information. • Cordially, Trudy Coxe RECYCLED PAPER • 1. OPERATION and MAINTENANCE PLAN (MassDEP Stormwater Management Performance Standard #9) • The proposed stormwater management design relies heavily upon the thorough and proper implementation of the following post-construction operation and maintenance plan (in accordance with MassDEP Stormwater Management Performance Standard #9). The following Operation & Maintenance plan is transferred to each successive property owner (to run with the deed). • The owner of the property shall perform regular maintenance (good house-keeping practices) on the site and all Stormwater controls including: (A) MONTHLY PAVEMENT SWEEPING AT THE END OF EACH SEASON AND AFTER MAJOR STORM EVENTS, • (B) DAY-TO-DAY TRASH REMOVAL FROM THE PREMISES AS REQUIRED FOR THE OPERATIONS OF THE SALEM WATERFRONT HOTEL& EXPANSION PROJECT, (C)WEEKLY INSPECTION OF AREA AROUND DUMPSTER AND TRASH DISPOSAL, • (D) QUARTERLY CLEANING OF ALL CATCH BASINS, DRAIN MANHOLES AND THE STORMCEPTOR, PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR WITH A VACUUM TRUCK(TO OCCUR LATE FALL AND EARLY SPRING), (E)MONTHLY MAINTENANCE OF LANDSCAPED AREAS. 3. SOILS AND TOPOGRAPHY The soils on site were analyzed (MassDEP Stormwater Management Performance Standard #3) are urban soils underneath impervious surfaces (parking walkways and buildings). • The existing site is virtually flat. The proposed site will also be virtually flat. 4. OFF-SITE CONSIDERATIONS • For the purposes of these drainage calculations, off-site conditions (including the adjacent Congress Street and existing hotel parking lot) were analyzed in the watershed calculations since these off-site areas generated runoff that flows onto the subject site (thus this abutting up- gradient land is incorporated into the watershed analysis). It is assumed that the land use for the off-site areas remained the same in both pre-and post-development drainage calculations. • • • 5. COMPARATIVE ANALYSIS at Five CRITICAL NODAL OUTLET POINTS of DISCHARGE • (MassDEP Stormwater Management Performance Standard #2) The following are the results of the computer-run model using accepted engineering stormwater modeling methodologies as described above. The following is a table showing the comparison of PEAK runoff rates for the existing (pre-development) watersheds verses the PEAK runoff rates that will result with the proposed stormwater management plan at each specific ouffall point for • each design storm event. These peak values from each of three (3) critical nodal outlet points of discharge are gathered from the computer hydrographs as the summation of "primary" controlled discharges flowing from each respective watershed. COMPARISON BETWEEN PRE- and POST-DEVELOPMENT • PEAK FLOW RATES (CFS), FOR EACH CRITICAL NODAL OUTLET POINTS OF DISCHARGE FOR THE 2-YEAR 24-HOUR DESIGN STORM Rainfall Amount (P) = 2.80 inches in 24 hours • NODAL OUTLET PRE-DEVELOPMENT POST-DEVELOPMENT REDUCTION POINT of DISCHARGE DISCHARGE DISCHARGE (CFS peak discharge rate) (CFS peak discharge rate) A 1.53 1.39 9.27o • B 2.11 2.01 4.01/6 C =Cl + C2 0.44 0.15+0.49 =0.64 Summation (all watersheds) 4.08 4.04 1.070 • COMPARISON BETWEEN PRE- and POST-DEVELOPMENT PEAK FLOW RATES (CFS), FOR EACH CRITICAL NODAL OUTLET POINTS OF DISCHARGE • FOR THE 10-YEAR 24-HOUR DESIGN STORM Rainfall Amount (P) = 4.25 inches in 24 hours NODAL OUTLET PRE-DEVELOPMENT POST-DEVELOPMENT REDUCTION POINT of DISCHARGE DISCHARGE • DISCHARGE (CFS peak discharge rate) (CFS peak discharge rate) A 2.37 2.18 7.2% B 3.26 3.11 4.0% • C = C1 + C2 0.68 0.22+0.75 =0.97 Summation (all watersheds) 6.31 6.26 0.8% • • COMPARISON BETWEEN PRE- and POST-DEVELOPMENT PEAK FLOW RATES (CFS), • FOR EACH CRITICAL NODAL OUTLET POINTS OF DISCHARGE FOR THE 100-YEAR 24-HOUR DESIGN STORM Rainfall Amount (P) = 7.30 inches in 24 hours NODAL OUTLET PRE-DEVELOPMENT POST-DEVELOPMENT REDUCTION • POINT of DISCHARGE DISCHARGE DISCHARGE (CFS Peak discharge rate) (CFS peak discharge rate) A 4.11 3.82 7.1% • B 5.67 5.40 4.7% C = Cl + C2 1.17 0.39 + 1.30= 1.69 Summation (all watersheds) 10.95 10.91 0.3% • The resulting drainage calculations show that this stormwater management system is designed to reduce flows for the sum of all critical nodal outlet points of discharge, thereby minimizing the impacts to abutting properties. • • • • • • 6. CONCLUSION In conclusion, the proposed stormwater management system for this re-development project • meets the design objectives including: 1. Control runoff on-site by slightly attenuating the difference between pre-and post- development runoff flows on-site,so that runoff discharge (CFS) from summation of all of the developed watersheds (A+B+C) is the slightly less than pre-development conditions. (except for where there is an existing point-source discharge point to the tidal South River • (as shown in Watershed C), 2. Re-direct runoff with minor re-grading to lessen the flow to watersheds A and B, thereby reducing the impacts on (a) the existing municipal system (at the comer of Derby and Congress Streets) and (b) on the private drainage system discharging into the existing 21- inch outfall pipe (north of Finz). This is accomplished by utilizing an existing point-source • discharge point to a Tidal River (as shown in Watershed C), 3. Mitigate drainage impacts of the proposed development with the use of several sequential Best Management Practices (BMP's) stormwater management devices, 4. Control stormwater runoff quality and quantity "to the maximum extent practicable" for this re-development project by (1) adding a Stormceptor© (proprietary BMP device) to an existing private drainage system, (2) changing the land use to a building with relatively "clean" roof runoff from the existing pre-development parking lot,and (3) changing the land use from parking lot to pedestrian patios and walks (no vehicular use), 5. Provide for flood control up to the 100-year 24-hour recurrence interval storm event, • 6. Decrease the amount of pollutants that are discharged from the project site by providing greater than 80-percent total suspended solids (TSS) removal (based on Massachusetts Stormwater Policy and Guidelines) for Watershed B (which is where the majority of the proposed re-development work occurs), • 7. Provide for long-term protection (assuming proper maintenance of stormwater devices) of the wetland resources from no new point-source discharges proposed into the wetland resource areas. The proposed stormwater design objectives are consistent and meet all performance standards • set forth in MassDEP's Stormwater Management Handbook as listed on the attached Stormwater Report Checklist for a re-development project. • • • Appendix #1 Checklist for Stormwater Report Massachusetts Department of Environmental Protection • Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction • Important:when A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards.The following checklist is NOT a substitute for on the computer, ort(which hih hld t St e Stormwater e wcsouprovide more substantive and detailed information but is offered use only the tab thP P ) hey to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format.As noted in the Checklist, use the return the Stormwater Report must contain the engineering computations and supporting information set forth in key. Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. _ISI The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see • page 2)that certifies that the Stormwater Report contains all required submittals.' This Checklist is to be used as the cover for the completed Stormwater Report. • ApplicantlProject Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID • techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads(LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of • the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the • Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. • The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 2 For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in • the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. 06-05-stormwater checldist.doc•04/01/08 Stormwater Report Checklist•Page 1 of 8 • Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program �\ Checklist for Stormwater Report • B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary • for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable(N.A.) and provide the reasons for that determination. • A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement(if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. • Registered Professional Engineer Block and Signature OF MAss 2 9 p SCOTT IAN CyG PATROWICZ m CIVIL No.33656 rn 9 O °9 FQ's-re Q � SYONALENG • S1zty- Signature and Date Checklist • Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ❑ New development ® Redevelopment • ❑ Mix of New Development and Redevelopment 06-05-stormwater checldist.doc•04/01/08 Stornwater Report Checklist•Page 2 of 8 • Massachusetts Department of Environmental Protection • Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: • ® No disturbance to any Wetland Resource Areas ® Site Design Practices (e.g. clustered development, reduced frontage setbacks) ® Reduced Impervious Area (Redevelopment Only) ❑ Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 • ❑ Credit 2 ❑ Credit 3 ❑ Use of"country drainage"versus curb and gutter conveyance and pipe ❑ Bioretention Cells(includes Rain Gardens) • ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter • ❑ Water Quality Swale ❑ Grass Channel ❑ Green Roof ® Other(describe): Installation of a private stormceptor(on-line to a private drainage system) • Standard 1: No New Untreated Discharges N 4 CN %a OISt-mm^teZ • ® No new untreated discharges r t 1 S ,''b Rs F C L1 r4% , N AT a of ❑ Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ® Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. • 06-05-stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 3 of 8 0 t� Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program � Checklist for Stormwater Report Checklist (continued) 3 Standard 2: Peak Rate Attenuation AVS$q% 4rtr To Z ® Standard 2 waiver requested because the project is Aaaali" land subject to coastal storm flowage C and stormwater discharge is to a wetland subject to coastal flooding. W ❑ Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour p storm. NatE : Fait. IVE 4%aMM(�rsi of %.oart1Ls*u*% (4464¢ f e4lf Fve.af 7 Posr Ft.Ous Poo-114U'le V, rmo ybi sroRMS NZ Calculations provided to shoyMat post-development peak discharge rates do not exceed pre- £ r development rates for the 2-year and 10-year 24-hour storms. r„ Calculations are also provided to show that Q post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- ahour storm. 'r Standard 3: Recharge r t Z A ❑ Soil Analysis provided. t � ❑ Required Recharge Volume calculation provided. .n ❑ Required Recharge volume reduced through use of the LID site Design Credits. 1 ❑ Sizing the infiltration, BMPs is based on the following method: Check the method used. 'I 4 El Static ❑ Simple Dynamic El Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. 0 ❑ Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations Zare provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to tt 9 generate the required recharge volume. V r h -K 1U El Recharge BMPs have been sized to infiltrate the Required Recharge Volume. 4 qq r X W ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum O..,n t extent practicable for the following reason: ( ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface 1 r ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 _ # 0 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 W Q J Z *Z Project is otherwise subject to Stormwater Management Standards only to the maximum extent �y practicable. p EI Calculations showing that the infiltration BMPs will drain in 72 hours are provided. !C J W ❑ Property includes a M.G.L. c. 21 E site or a solid waste landfill and a mounding analysis is included. d 4 -- - 80°k TSS removal is required prior to discharge to infiltration BMP if Dynamic Feld method is used. � 08-05-stormwater checklist.doc•04/01/08 Stormwater Report Checklist•Page 4 of 8 Massachusetts Department of Environmental Protection 0 Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) 0 Standard 3: Recharge(continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding 0 analysis is provided. ❑ Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4:Water Quality The Long-Term Pollution Prevention Plan typically includes the following: 0 • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; 0 • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; 0 • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; 0 • List of Emergency contacts for implementing Long-Tenn Pollution Prevention Plan. ® A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44%TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone II or Interim Wellhead Protection Area ❑ is near or to other critical areas ❑ is within soils with a rapid infiltration rate(greater than 2.4 inches per hour) ❑ involves runoff from land uses with higher potential pollutant loads. ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. ® Calculations documenting that the treatment train meets the 80%TSS removal requirement and, if applicable, the 44%TSS removal pretreatment requirement, are provided. NOTE, %.\O.►f*X104*,5 0% IS V+tiT*..b^%( Fo � TElKHfA "$" IL rrrPMqEA V't/ pl ST1D4J4\W1&t f�l'tD It %"* 0--brie" (�COr.n4ft&Z* 1b T)a.0 • Is-r,r46 f1Ok •I -j rZ4a ` a-T ) -TSS 06-05-stormwater chedclist.doc•04/01/08 � Stormwater Report CfstPagf C. isMZ.OQC , ^ tca �V IS troi4giA " . eirC.Sm\AO4 ( t.te C-46-S) FaeM Aft t* rlf�NV P�tiwiNv �T. • Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report • Checklist (continued) Standard 4: Water Quality(continued) ❑ The BMP is sized (and calculations provided) based on: • ❑ The%"or 1"Water Quality Volume or ❑ The equivalent Flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. ® The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary • BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. 5ftNr`^«K" T'pti < A fYJit44 O e%-%+M* f ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing • that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads(LUHPPLs) fJ A ❑ The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ❑ The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior • to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. • ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and • grease(e.g. all parking lots with >1000 vehicle trips per day)and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas fJ / A ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP • has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. • 06-05-stormwater cheddist.doc•04/01/08 Stormwater Report Checklist•Page 6 of 8 • Massachusetts Department of Environmental Protection • Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) • Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: • ❑ Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area • ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ® Redevelopment Project • ❑ Redevelopment portion of mix of new and redevelopment. ❑ Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met)and an explanation of why these standards are not met is contained in the Stormwater Report. ❑ The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found • in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control • A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; Inspection Schedule; Maintenance Schedule; • Inspection and Maintenance Log Form. ® A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing • the information set forth above has been included in the Stormwater Report. soa s vc E P%0004 sly^ of t Qr40 0"1011114tet ��c;itgnoNS 06-06-storrnwater cheddist.doc•04/01/08 Storrnwater Report Checklist•Page 7 of 8 • Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report • Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why • it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ® The project is not covered by a NPDES Construction General Permit. • ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ❑ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 8: Operation and Maintenance Plan Si'E S if fL SHE61" 9 aF 11 ^00 OfMrNA`8 CALeA&%^neNS ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ® Name of the stormwater management system owners; ® Party responsible for operation and maintenance; • ® Schedule for implementation of routine and non-routine maintenance tasks; ® Plan showing the location of all stormwater BMPs maintenance access areas; ® Description and delineation of public safety features; • ❑ Estimated operation and maintenance budget; and ® Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater . Report includes the following submissions: ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain • BMP functions. Standard 10: Prohibition of Illicit Discharges ® The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ❑ An Illicit Discharge Compliance Statement is attached; ❑ NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. 06-05-stormwater checldist.doc•04/01/08 Stormwater Report Checklist•Page 8 of 8 • • • • • • • • • Appendix #2 • Pre- Development Stormwater Runoff (HydroCAD) Computer Model • (MassDEP Stormwater Management Performance Standard #2) • • WATERSHED A • k gtl, y % I • I WATERSHED B • • WATERSHED C • Suticat Reach OnIL Itlk' Drainage Diagram for SALEM HOTEL EXP-Pre-Development 1 Prepared by PATROWICZ ENGINEERING, Printed 5/12/2014 HydroCADO 9.10 s/n 01273 ®2009 HydroCAD Software Solutions LLC • • SALEM HOTEL EXP-Pre-Development Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAEM 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) • Area CN Description (acres) (subcatchment-numbers) 0.058 61 LANDSCAPING (A, B) 2.546 98 PAVEMENT, ROOFS (A, B, C) • 2.604 TOTAL AREA • • • • • • • • • SALEM HOTEL EXP-Pre-Development Type Ill 24-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAD®9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 3 • Summary for Subcatchment A: WATERSHED A Runoff = 1.53 cfs @ 12.02 hrs, Volume= 0.191 af, Depth> 2.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 2-YEAR Rainfall=2.80" Area (sf) CN Description 1,675 61 LANDSCAPING 41,211 98 PAVEMENT, ROOFS 42,886 97 Weighted Average • 1,675 3.91% Pervious Area 41,211 96.09% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) • 0.7 45 0.0220 1.14 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 3.1 356 0.0090 1.93 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 3.8 401 Total • Subcatchment A: WATERSHED A Hydrograph - d RunoR rssaes I Type III 24-hr 2-YEAR • Rainfall=2.80" Runoff Area=42,886 sf - Runoff Volume=0.191-af • Runoff Depth>2.33" Flow. Length=401' Tc=3.8 min CN=97 • 0 , . 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 Time (hours) • • SALEM HOTEL EXP-Pre-Development Type 111 24-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAD®9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment B: WATERSHED B • Runoff = 2.11 cfs Q 12.01 hrs, Volume= 0.261 af, Depth> 2.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 2-YEAR Rainfall=2.80" • Area (sl) CN Description * 854 61 LANDSCAPING * 57,673 98 PAVEMENT ROOFS 58,527 97 Weighted Average 854 1.46% Pervious Area • 57,673 98.54% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 50 0.0180 1.07 Sheet Flow,A-B Smooth surfaces n=0.011 P2= 2.80" • 0.4 55 0.0130 2.31 Shallow Concentrated Flow, B-C Paved Kv=20.3 fps 0.5 230 0.0150 7.22 5.67 Pipe Channel, C-D 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.010 PVC smooth interior 1.7 335 Total • Subcatchment B: WATERSHED B Hydrograph _ ®Runoff • 2 Type 111 .24-hr 2=YEAR Rainfall-2.80" Runoff Area=58,527'sf Runoff.Volume=0.261'af • Runoff Depth>2.33" 3 _ Flow Length=335' 0 LL 1_ Tc=1.7 min • CN=97 • 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • SALEM HOTEL EXP-Pre-Development Type 11124-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCADO 9.10 s/n 01273 ®2009 HydroCAD Software Solutions LLC Pape 5 • Summary for Subcatchment C: WATERSHED C Runoff = 0.44 cfs @ 12.01 hrs, Volume= 0.056 af, Depth> 2.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 2-YEAR Rainfall=2.80" Area (sf) CN Description * 12,020 98 PAVEMENT, ROOFS 12,020 100.00% Impervious Area • Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 50 0.0300 1.32 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 0.8 96 0.0110 2.13 Shallow Concentrated Flow, B-C • Paved Kv= 20.3 fps 1.4 146 Total Subcatchment C: WATERSHED C Hydrograph . .... ....... .. ... ..... .... ■Runoff • 0.48 0.46 - .. - .. . V4�'dz . .... . . ... ..... . .... .. . ..... . 0.44 . . :...- 0.42 _.. _.. . ._ Type. 111 24-hr 2-YEAR: 0.4 .. . . .. . . . ._ 0.38 Rainfall=2:80".. .. -. . .._. .... ..._ _.. 0.36 0.34 - - - -- - Runoff.Area=1.211020 0 • 0.32 Runoff Volume=0.056:af. 0.26 - Runoff Depth>2.42" 3 0.24 LL 0.22 Flow Length=146' 2 0 _. :. . .• 0.18 -Tc 1.4-min.. .. .. .. a1s 0.14 .. ... .. _ __.- CN=98::. 0.12 0.1 0.08 . ...... ... ___. _ ... . ___. O.Ofi _ _ . _ :___ _ - - ...... .. . L_..... ......... 0.04. • 0.02 0 , . 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • • SALEM HOTEL EXP-Pre-Development Type ///24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCADO 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment A: WATERSHED A • Runoff = 2.37 cfs @ 12.02 hrs, Volume= 0.301 af, Depth> 3.67' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 10-YEAR Rainfall=4.25" • Area (sf) CN Description * 1,675 61 LANDSCAPING * 41,211 98 PAVEMENT ROOFS 42,886 97 Weighted Average 1,675 3.91% Pervious Area • 41,211 96.09% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.7 45 0.0220 1.14 Sheet Flow, A-B Smooth surfaces n= 0.011 P2= 2.80" • 3.1 356 0.0090 1.93 Shallow Concentrated Flow, B-C Paved Kv=20.3 fps 3.8 401 Total Subcatchment A: WATERSHED A • Hydrograph . - ■Runoff 297 ys; Type 111 24-hr 10-YEAR Rainfall=4.25" •2-Runoff Area=42,886 sf Runoff Volume=0.301 of Runoff Depth>3.67" t LL - .... ... .... . .. _ Flow.Length=401'... • Tc=3.8 min CN=97 • 0- . 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • • SALEM HOTEL EXP-Pre-Development Type ///24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAD@ 9.10 s/n 01273 @2009 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment B: WATERSHED B Runoff = 3.26 cis @ 12.01 hrs, Volume= 0.411 af, Depth> 3.67" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 10-YEAR Rainfall=4.25" Area (sf) CN Description * 854 61 LANDSCAPING * 57,673 98 PAVEMENT ROOFS 58,527 97 Weighted Average • 854 1.46% Pervious Area 57,673 98.54% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftKt) (ft/sec) (cfs) • 0.8 50 0.0180 1.07 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 0.4 55 0.0130 2.31 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 0.5 230 0.0150 7.22 5.67 Pipe Channel, C-D 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' • n= 0.010 PVC, smooth interior 1.7 335 Total Subcatchment B: WATERSHED B Hydrograph • ®Runoff ' ;31B Cay _.. Type 11124-hr-10-YEAR 3- Rainfall---4.25" • Runoff Area=58,527 sf Runoff Volume=0.411 of 2 Runoff Depth>3.67" LL Flow Length=335' • Tc=1.7 min CN=97 • o_ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 0 • SALEM HOTEL EXP-Pre-Development Type 111 24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment C: WATERSHED C • Runoff = 0.68 cfs @ 12.01 hrs, Volume= 0.086 af, Depth> 3.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 10-YEAR Rainfall=4.25" • Area (sf) CN Description 12,020 98 PAVEMENT, ROOFS 12,020 100.00% Impervious Area Tc Length Slope Velocity Capacity Description • (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 50 0.0300 1.32 Sheet Flow, A-B Smooth surfaces n= 0.011 P2=2.80" 0.8 96 0.0110 .2.13 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 1.4 146 Total • Subcatchment C: WATERSHED C Hydrograph 0.75. _. _ �..�. ___. _... _ _ ■Runoff • 0.7 ;a se as.; 0.65 Type 111 24-hr 10-YEAR . 0.6-' Rainfall=.4.25" 0.55 .-Runoff Area=12j020 sf - 0.5 • 0.45. 'Runoff-Volume=0.086 of ,EL0.4 Runoff Depth>3.76" _ . LL 0.35 -_ Flow Length=146' 0.3 0.25 Tc=1:4 min- • 0.2 CN=98 0.15 0.1 0.05 0 • 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • 0 • SALEM HOTEL EXP-Pre-Development Type 11124-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAD®9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 9 • Summary for Subcatchment A: WATERSHED A Runoff = 4.11 cfs @ 12.02 hrs, Volume= 0.532 af, Depth> 6.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 100-YEAR Rainfall=7.30" Area (sf) CN Description * 1,675 61 LANDSCAPING * 41,211 98 PAVEMENT, ROOFS 42,886 97 Weighted Average • 1,675 3.91% Pervious Area 41,211 96.09% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ftfsec) (cfs) • 0.7 45 0.0220 1.14 Sheet Flow, A-B Smooth surfaces n= 0.011 P2= 2.80" 3.1 356 0.0090 1.93 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 3.8 401 Total • Subcatchment A: WATERSHED A Hydrograph ■Runoff sanms': 4Lj Type III 24-hr 100-YEARRainfall=7.30" Runoff Area=42,886 sf3Runoff Volume=0.532 of Runoff Depth>6.48" LL 2 Flow Length=401' Tc=3.8 min ... --.CN=9T 1 • 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • i • • SALEM HOTEL EXP-Pre-Development Type 11124-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCADO 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Pape 10 Summary for Subcatchment B: WATERSHED B Runoff = 5.67 cfs @ 12.01 hrs, Volume= 0.726 af, Depth> 6.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 100-YEAR Rainfall=7.30" • Area (sf) CN Description 854 61 LANDSCAPING 57,673 98 PAVEMENT, ROOFS 58,527 97 Weighted Average 854 1.46% Pervious Area • 57,673 98.54% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 50 0.0180 1.07 Sheet Flow,A-B • Smooth surfaces n= 0.011 P2= 2.80" 0.4 55 0.0130 2.31 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 0.5 230 0.0150 7.22 5.67 Pipe Channel, C-D 12.0" Round Area= 0.8 sf Perim= 3.1' r=0.25' n= 0.010 PVC, smooth interior 1.7 335 Total • Subcatchment B: WATERSHED B Hydrograph ..___. . ...__ ... _ ®Runoff • 6 . fs:ePCs, Type III 24-hr 100-YEAR 5 - - - Rainfall=7.30" Runoff Area=58,527 sf 4 Runoff Volume=0.726 of .. . ....Runoff Depth>6.48"3-Flow Length=335' - Tc=1.7 min 2 • CN=97 a • 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hoes) • • SALEM HOTEL EXP-Pre-Development Type 11124-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/12/2014 HydroCAD®9.10 s/n 01273 @2009 HydroCAD Software Solutions LLC Pane 11 • Summary for Subcatchment C: WATERSHED C Runoff = 1.17 cfs @ 12.01 hrs, Volume= 0.151 af, Depth> 6.55" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 100-YEAR Rainfall=7.30" Area (sf) CN Description " 12,020 98 PAVEMENT ROOFS 12,020 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftt t) (ft/sec) (cfs) 0.6 50 0.0300 1.32 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 0.8 96 0.0110 2.13 Shallow Concentrated Flow, B-C • Paved Kv= 20.3 fps 1.4 146 Total Subcatchment C: WATERSHED C Hydrograph • - ®Runoff Type III 24-hr 100-YEAR Rainfall=7.30.._ Runoff Area=12,020 sf • Runoff Volume=0.151 of Runoff Depth>6.55" LL Flow Length=146' Tc=1.4 min CN=98 • o 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • • • • • • • • • Appendix #3 Post- Development Stormwater Runoff (HydroCAD) Computer Model • (MassDEP Stormwater Management Performance Standard #2) • • • WATERSHED A • W WATERSHED B and� �fi ry • WATERSHED C1 (walkway) • WATERSHED C2 (Proposed Building • Rubber Roof) bt eet Reach �On �;.I�k' Drainage Diagram for SALEM HOTEL EXP-Post-0evelopment Prepared by PATROWICZ ENGINEERING, Printed 5/24/2014 HydroCAD®9.10 s/n 01273 ®2009 HydroCAD Software Solutions LLC • • SALEM HOTEL EXP-Post-Development Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 ®2009 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) • Area CN Description (acres) (subcatchment-numbers) 0.062 61 LANDSCAPING (A, B) 0.091 98 HARBORWALK (C1) • 2.141 98 PAVEMENT, ROOFS (A, B) 0.310 98 ROOF (C2) 2.604 TOTAL AREA • • • • • • • I • SALEM HOTEL EXP-Post-Development Type 11124-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment A: WATERSHED A Runoff = 1.39 cfs @ 12.02 hrs, Volume= 0.171 af, Depth> 2.24" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type 11124-hr 2-YEAR Rainfall=2.80" Area (sf) CN Description 1,826 61 LANDSCAPING " 38,169 98 PAVEMENT ROOFS 39,995 96 Weighted Average 1,826 4.57% Pervious Area 38,169 95.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) • 0.7 45 0.0220 1.14 Sheet Flow,A-B Smooth surfaces n= 0.011 P2=2.80" 3.1 356 0.0090 1.93 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 3.8 401 Total • Subcatchment A: WATERSHED A Hydrograph ■Runoff i 39 Cie, - Type III 24-hr 2-YEAR • Rainfall=2.80" Runoff Area=.39,9.95'.sf_ ' Runoff Volume=0.171 of • Runoff Depth>2.24" LL Flow Length=401' Tc=3:8 min CN=96 • 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (houm) • SALEM HOTEL EXP-Post-Development Type 111 24-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCADO 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment B: WATERSHED B Runoff = 2.01 al's @ 12.02 hrs, Volume= 0.249 af, Depth> 2.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 2-YEAR Rainfall=2.80" Area (sf) CN Description 854 61 LANDSCAPING ' 55,098 98 PAVEMENT ROOFS 55,952 97 Weighted Average 854 1.53% Pervious Area • 55,098 98.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 50 0.0180 1.07 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" • 0.4 144 0.0120 6.46 5.07 Pipe Channel, B-C 12.0" Round Area= 0.8 sf Perim= 3.1' r- 0.25' n= 0.010 PVC, smooth interior 1.0 3 0.05 Direct Entry, C-D (new storrnceptor) 0.4 181 0.0120 7.50 9.20 Pipe Channel, D-E 15.0" Round Area= 1.2 sf Perim= 3.9' r- 0.31' n= 0.010 PVC, smooth interior 2.6 378 Total Subcatchment B: WATERSHED B Hydrograph • . - - ■Runoff 2-Type III 24-hr 2-YEAR Rainfall=2.80" • Runoff Area-55,952 sf Runoff Volume=0.249of Runoff Depth>2.33rr o , Flow Length=378' LL Tc=2;6 min CN=97 • 0 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • SALEM HOTEL EXP-Post-Development Type 11124-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment Cl: WATERSHED C1 (walkway) Runoff = 0.15 cfs @ 12.01 hrs, Volume= 0.018 af, Depth> 2.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 2-YEAR Rainfall=2.80" Area (sf) CN Description * 3,972 98 HARBORWALK 3,972 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft1sec) (cfs) 0.4 14 0.0060 0.54 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 1.3 51 0.0010 0.64 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 1.7 65 Total Subcatchment Cl: WATERSHED C1 (walkway) Hydrograph 0.16 - 0 Runoff 0.15 oasas ' 0.i4YpT e III 24-hr 2-;YEAR 0.13 -..........Rainfall.=2.80".-. 0.12 _ ....... ...._. -Runoff Area=3,972:.sf.. 0.1 - .Runoff-Volume.4.016,af 009 Runoff Depth>2.42" 008 Flow Length=65' u- 0.07 .. ...- 0.06 _ Tc=1.7 min. 0.05 CN=98 0.04 0.03 0.02 0.01 • 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • SALEM HOTEL EXP-Post-Development Type 11124-hr 2-YEAR Rainfall=2.80" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 B 2009 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment C2: WATERSHED C2 (Proposed Building Rubber Roof) Runoff = 0.49 cfs @ 12.02 hrs, Volume= 0.062 af, Depth> 2.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 2-YEAR Rainfall=2.80" • Area (sf) CN Description * 13,494 98 ROOF 13,494 100.00% Impervious Area Tc Length Slope Velocity Capacity Description • (min) (feet) (fUft) (f/sec) (cfs) 4.3 100 0.0010 0.39 Sheet Flow,A-B Smooth surfaces n= 0.011 P2=2.80" Subcatchment C2: WATERSHED C2 (Proposed Building Rubber Roof) • Hydrograph - _..... ___ ®Runoff 0.5 :oes ae -- Type III 24-hr 2-YEAR . 0.457 _. ....... .... ...Rainfall=2.80" • 0'4 _ Runoff Area=13,494 sf_ 0.35 Runoff Volume=0.062 of 0.3-' Runoff Depth>2.42" 0.25 Flow Length=10.0' 0.2 _. : Slope=0.001.0 T 0.15 - - Tc=4.3 min -- CN-98 • 0.05 0 5 , 6 7 8 8 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • 0 • SALEM HOTEL EXP-Post-Development Type ///24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment A: WATERSHED A Runoff = 2.18 cfs @ 12.02 hrs, Volume= 0.274 af, Depth> 3.58" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 10-YEAR Rainfall=4.26' Area (sf) CN Description " 1,826 61 LANDSCAPING 38,169 98 PAVEMENT, ROOFS 39,995 96 Weighted Average • 1,826 4.57% Pervious Area 38,169 95.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) • 0.7 45 0.0220 1.14 Sheet Flow,A-B Smooth surfaces n= 0.011 P2=2.80" 3.1 356 0.0090 1.93 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 3.8 401 Total • Subcatchment A: WATERSHED A Hydrograph Type III 24-hr 10-.Y.EAR._ • 2 Rainfall=4.25" Runoff Area=39,995 sf Runoff Volume=0.274 of • Runoff Depth>3.58" € _ Flow-Length=401' Tc=3.8 min CN=96 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • SALEM HOTEL EXP-Post-Development Type ///24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment B: WATERSHED B Runoff = 3.11 cfs @ 12.01 hrs, Volume= 0.393 af, Depth> 3.67" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 10-YEAR Rainfall=4.25" • Area (sf) CN Description * 854 61 LANDSCAPING * 55,098 98 PAVEMENT ROOFS 55,952 97 Weighted Average 854 1.53% Pervious Area • 55,098 98.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs ) 0.8 50 0.0180 1.07 Sheet Flow,A-B • Smooth surfaces n= 0.011 P2=2.80" 0.4 144 0.0120 6.46 5.07 Pipe Channel, B-C 12.0" Round Area= 0.8 sf Perim= 3.1' r- 0.25' n= 0.010 PVC, smooth interior 1.0 3 0.05 Direct Entry,C-D (new stormceptor) 0.4 181 0.0120 7.50 9.20 Pipe Channel, D-E • 15.0" Round Area= 1.2 sf Perim= 3.9' r=0.31' n= 0.010 PVC smooth interior 2.6 378 Total Subcatchment B: WATERSHED B Hydrograph • - n R.nofF :3:11 ds'' 3 Type 11114-hr '10-YEAR Rainfall=4.25" • Runoff Area=55,952,sf -- - -Runoff Volume=0393 of 2 Runoff Depth>3.67" LL Flow Length=378' • Tc=2.6 min CN=97 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • SALEM HOTEL EXP-Post-Development Type III 24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 9 0 Summary for Subcatchment Cl: WATERSHED C1 (walkway) Runoff = 0.22 al's @ 12.01 hrs, Volume= 0.029 af, Depth> 3.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs 0 Type III 24-hr 10-YEAR Rainfall=4.25' Area (sf) CN Description 3,972 98 HARBORWALK 3,972 100.00% Impervious Area 0 Tc Length Slope Velocity Capacity Description (min) (feet) (f 1ft) (ft/sec) (cfs) 0.4 14 0.0060 0.54 Sheet Flow, A-B Smooth surfaces n= 0.011 P2= 2.80" 1.3 51 0.0010 0.64 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 1.7 65 Total Subcatchment Cl: WATERSHED C1 (walkway) Hydrograph . 0.25 0.24 _ -. ...... ...... . . . . _ 0.23 _ _. . canna• ...._ ..... : . ._ .. ....... 0.23 -- - - -- --- - --Type 111 2'4-ht 10-YEAR-- 0.21 .. .. .. .. . ............... .... . ._ _. .__ _. - _.... 0.2 ._ _. _._ .Rainfall=4.25��::. 0.1s 0.16 -- - Runoff Area=3,972':sf_ • 0.17 ... .... ._. . O 16 Runoff Volume=0.029'af 0.15 ,Z 0.14 .......... __ 0.13 _: Runoff.De'pth>3.76" 0.11 Flow Length=65' 0., 0.09 Tc 1.7 min 0.06 0.07 _._. .....;. .._.. .: ;__ _. _CN=98:.': 0.06 0.05 -J. . ..__.. ..... .... ..... ..._ _ __. 0.04 . .. _ _._ .. _ _ ___ . ...._.... ......... 0.03 0.02 • 0.01 0 , 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 0 SALEM HOTEL EXP-Post-Development Type Ill 24-hr 10-YEAR Rainfall=4.25" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCADO 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment C2: WATERSHED C2 (Proposed Building Rubber Roof) Runoff = 0.75 cfs @ 12.02 hrs, Volume= 0.097 af, Depth> 3.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 10-YEAR Rainfall=4.25' Area (sf) CN Description ` 13,494 98 ROOF 13,494 100.00% Impervious Area Tc Length Slope Velocity Capacity Description • (min) (feet) (ft/ft) (f 1sec) (cfs) 4.3 100 0.0010 0.39 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" Subcatchment C2: WATERSHED C2 (Proposed Building Rubber Roof) Hydrogroph 0.8 - _. _. _. _. . _.. .. ■Runoff 075 -Type III 24-hr 10-YEAR 0.7 0.65-1Rainfall=4.25 • 08 - Runoff Area=13,494 sf- 0.55 - - ---'Runoff-Volume=0.097 of _.. . 0.5 Runoff Depth>3.76". _Flow-Length=100'- a 0.35 0.3 31ope=00010 '/'. 0.25 Tc=43 min __. 0.2 o.is . 0.1 0.05 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • SALEM HOTEL EXP-Post-Development Type ///24-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCADO 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 11 • Summary for Subcatchment A: WATERSHED A Runoff = 3.82 cfs @ 12.02 hrs, Volume= 0.490 af, Depth> 6.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 100-YEAR Rainfall=7.30" Area (sl) CN Description * 1,826 61 LANDSCAPING * 38,169 98 PAVEMENT ROOFS 39,995 96 Weighted Average • 1,826 4.57% Pervious Area 38,169 95.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f tft) (ft/sec) (cfs) • 0.7 45 0.0220 1.14 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 3.1 356 0.0090 1.93 Shallow Concentrated Flow, B-C Paved Kv=20.3 fps 3.8 401 Total • Subcatchment A: WATERSHED A Hydrograph _. .._ _. __. -�. _ .. :_.._ _..._._.._ -.... :.___. ... ■Runoff 4 - 43:82' Type III 24-hr 100-YEAR • Rainfall=7.30" 3 Runoff Area=39,995 sf Runoff Volume=0.490 of • Runoff Depth>6.40" . LL 2 Flow Length=401' Tc=3.8 min CN=96 .. • OL 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • SALEM HOTEL EXP-Post-Development Type ///24-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCADV 9.10 s/n 01273 ©2009 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment B: WATERSHED B • Runoff = 5.40 cis @ 12.01 hrs, Volume= 0.694 af, Depth> 6.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 100-YEAR Rainfall=7.30" • Area (sf) CN Description * 854 61 LANDSCAPING * 55,098 98 PAVEMENT ROOFS 55,952 97 Weighted Average 854 1.53% Pervious Area • 55,098 98.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f/sec) (cfs) 0.8 50 0.0180 1.07 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 0.4 144 0.0120 6.46 5.07 Pipe Channel, B-C 12.0" Round Area= 0.8 sf Perim= 3.1' r- 0.25' n=0.010 PVC, smooth interior 1.0 3 0.05 Direct Entry, C-D(new stormceptor) 0.4 181 0.0120 7.50 9.20 Pipe Channel, D-E 15.0" Round Area= 1.2 sf Perim= 3.9' r- 0.31' • n=0.010 PVC smooth interior 2.6 378 Total Subcatchment B: WATERSHED B Hydrograph 8 - - ®Runoff rdi W Type III 24-hr 100-YEAR 5 Rainfall=7.30" • - Runoff Area=55,952 sf 4-:Runoff Volume=0:694 of w _ Runoff Depth>6.48" LL 3-Flow Length=378' • Tc=2:6 min 2 CN=97 • 0 5 6 7 8 9 10 11 12 13 14 15 16- 17 18 19 20 Time (hours) • SALEM HOTEL EXP-Post-Development Type ///24-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 13 • Summary for Subcatchment Cl: WATERSHED C1 (walkway) Runoff = 0.39 cfs @ 12.01 hrs, Volume= 0.050 af, Depth> 6.55' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs • Type III 24-hr 100-YEAR Rainfall=7.30" Area (sf) CN Description * 3,972 98 HARBORWALK 3,972 100.00% Impervious Area • Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 0.4 14 0.0060 0.54 Sheet Flow,A-B Smooth surfaces n= 0.011 P2= 2.80" 1.3 51 0.0010 0.64 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps • 1.7 65 Total Subcatchment Cl: WATERSHED C1 (walkway) Hydrograph • 0.42 0.4 _..- 0.36 - - Type III 24-hr 100-YEAR 0.36 --.. _. _.- -._ ..:. .... :........ 0.34 _. .. -. _... _ .... -. ._ _. ... -.. Rainfall=7.30" 0.32 ...--. -_ ........ 0.3 _ _. _. Runoff.Area=3,972 sf • 0.26 -_.. _._ ... ...: 0.26 _ _ Runoff Volume=0.050.of:: U 0.24 22 Runoff Depth>6.55"::: oz Flow Length=65' LL 0.16 _ _ _. . .. .. ..... ... .. ...._ _. 0.16 Tc=1.7 min • 0.14 0.12 _::: CN=98 .. 0., - . .... 0.06 _ - 0.06 0.04 0.02 • 0 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 Time (hours) • • SALEM HOTEL EXP-Post-Development Type 111 24-hr 100-YEAR Rainfall=7.30" Prepared by PATROWICZ ENGINEERING Printed 5/24/2014 HydroCAD®9.10 s/n 01273 02009 HydroCAD Software Solutions LLC Page 14 Summary for Subcatchment C2: WATERSHED C2 (Proposed Building Rubber Roof) • Runoff = 1.30 cfs @ 12.02 hrs, Volume= 0.169 af, Depth> 6.55" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.50 hrs Type III 24-hr 100-YEAR Rainfall=7.30" • i Area (sf) CN Description 13,494 98 ROOF 13,494 100.00% Impervious Area Tc Length Slope Velocity Capacity Description i • (min) (feet) (ft/ft) (ft/sec) (cfs) 4.3 100 0.0010 0.39 Sheet Flow,A-B Smooth surfaces n= 0.0111 P2=2.80" - I Subcatchment C2: WATERSHED C2 (Proposed Building Rubber Roof) • Hydrograph j Type 11124-hr 100-YEAR Rainfall=7.30" • Runoff Area-=I sf Runoff Volume=0.169.af Runoff Depth>6.55" Flow Length=100' • Slope=0.0010 '/' Tc=4.3 min CN=98 • 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) • • • • • • • • • Appendix #4 Site Pians including: Pre- & Post- Development Watershed Analysis ( 11 plans dated 5/12/14) (MassDEP Stormwater Management Performance Standard #2) • Commonwealth of Massachusetts Executive Office of Energy&Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Governor _ _ _ Matthew A.Beaton_ Secretary Karyn E.Polito _ Lieutenant Governor RECEIVED Mahn Suuberg ! - Commissioner JUN 10 2016 DEPT. OF PLANNING & . COMMUNITY DEVELOPMENT Salem Waterfront Hotel &Suites, LLC c/o Michael Rockett 57 Wharf Street, Suite 2E Salem, Massachusetts 01970 RE: ISSUANCE OF CHAPTER 91 WATERWAYS LICENSE #14073 Salem Waterfront Hotel Expansion, 23 Congress Street, Pickering Wharf Filled Tidelands of the South River, Salem; Essex County Dear Mr. Rockett, The Department of Environmental Protection hereby issues the above-referenced Waterways License, enclosed, authorizing you to perform certain activities pursuant to M.G.L. c. 91, the Public Waterfront Act and the Waterways Regulations at 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. REQUEST CERTIFICATE OF COMPLIANCE Pursuant to 310 CMR 9.19, once the project authorized under this License is completed you This information is available in alternate format call Michelle Waters-Ekanem,Diversity Director,at 617-292.5751.TTY#MassRelay service 1-600-439-2370 ManDEP Website:w nass.gov/dep - Printed on Recycled Paper must file a Request for a Certificate of Compliance (Form BRP WW05) within 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 Frank Taormina of the Waterways Regulation Program at (617) 292- 5551 or at frank.taorminaOstate.ma.us if you have any questions pertaining to the recording of your Waterways License or filing a Certificate of Compliance. Sincerely, Ben Lynch Section Chief Waterways Regulation Program Cc: Mayor Kimberley Driscoll,City of Salem Salem City Council Salem Planning Board Salem Conservation Commission Salem Harbormaster Ecc: Susan St. Pierre,Susan St. Pierre Consulting Services Tony Sasso, M/R Rockett Management Co., Inc. Lisa Mead, Blatman, Bobrowski, Mead,&Talerman, LLC Encl: Waterways License#14073 Notification of Waterways License Recording Form Frank Taormina Department of Environmental Protection Waterways Regulation Program 1 Winter Street, Sth Floor Boston, Massachusetts 02108 RE: NOTIFICATION OF RECORDING CHAPTER 91 WATERWAYS LICENSE #14073 Salem Waterfront Hotel Expansion—23 Congress Street, Pickering Wharf Filled Tidelands of Salem Harbor, Salem, Essex County Dear Mr.Taormina: This is to notify you that the above referenced Waterways License was recorded with the appropriate Registry ist Nof Deeds/ Land Co urt for this project location and to provide your office with the following recordation information. Date Recorded: County Registry of Deeds/Land Court: Book Number Page Number(s) I 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 VOID IF NOT RECORDED WITHIN 60 DAYS OF ISSUANCE je Commonwea ub of 60004aaettls No. 14073 I U1 IVI) UO, Salem Waterfront Hotel& Suites,LLC of -- Salem -- in the County of -- Essex -- and Commonwealth aforesaid, has applied to the Department of Environmental Protection for license to -- demolish. an existing 2%2-story marina/office building and construct and maintain a 5-story hotel, restaurant and bar, seasonal . outdoor dining area, ballroom, and function space, marina services, underground utilities, landscaping, public open space,construct and maintain a publicly accessible waterfront walkway ("Harborwalk'), and expand and improve an existing onsite and offsite Harborwalk, as further described below------------------------------------ - --- -- - - 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, subject to the approval of the Governor, authorizes and licenses the said ------------------------------- - Salem Waterfront Hotel& Suites, LLC, 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 -- demolish an existing 2%:-story marina/office building and construct and maintain a 5-story hotel (which has approximately 60,514 gross square feet, a building footprint of approximately 14,328-square feet, and accommodating up to 427guestrooms), a 110-seat restaurant, 60-seat bar/lounge, seasonal outdoor dining area, ballroom and function space, marina services and support space, Waterways License Ns: 14073 Page 2 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County underground utilities, landscaping, public open space, construct and maintain an approximately 60-foot long by 20-foot wide(10-foot clear) partially cantilevered concrete Harborwalk with associated appurtenances ("Harborwalk Section#1") as required by the Salem Municipal Harbor Plan ("Salem MHP"), expand and improve an existing approximately 135-foot long onsite waterfront walkway to a 20-foot wide (10-foot clear)partially cantilevered concrete Harborwalk with associated appurtenances ("Harborwalk Section #2").as required by the Salem MHP, and expand and improvean existing 392-foot long section of offsite waterfront walkway located on the southern side of Pickering Wharf to a 10-foot wide (10-foot clear) partially cantilevered concrete Harborwalk with associated appurtenances and an observation platform("Harborwalk Section#3") as required by the Salem MHP -------------------------------------------------- on filled tidelands of-- the South River -- at 23 Congress Street, Pickering Wharf-- in the City -- of-- Salem -- and in accordance with the locations shown and details indicated on the accompanying DEP License Plan No. 14073, Sheet I of 12 through Sheet 6 of 12 dated April 19, 2016 and Sheet 7 of 12 through Sheet 12 of 12 dated May 6,2016. Specific Legislative Authorizations and Licenses issued previously at the project site include: Harbor & Lands.Commission (H&L) License No. 1646 issued in 1894, H&L License No. 1647 issued in 1894 (void due to failure to.record), H&L License No. 3323 issued in 1908, Department.of Public Works (DPW) License No. 400 issued in 1904, DPW License No. 485 issued in 1924, DPW License No. 486 issued in 1924 (void due to failure to record), .DPW License No. 682 issued in 1926, DPW License No. 3708 issued in 1955, DPW License No. 4645 issued in. 1962,. Department of Environmental Quality Engineering (DEQE) License No. 757 issued in 1981, Department of Environmental Protection (DEP) License No. 6790 issued in 2000, DEP License No.,9331 issued in 2002, and DEP License No. 10005 issued in 2004 which was authorized to supersede portions of previous said authorizations and supersedes DEP License No. 9331 in its entirety. These authorized structures and fill shall be maintained in accordance with the terms and conditions of said licenses and plans,or as modified herein. The structures authorized hereby shall be limited to the following uses: hotel, lobby, reception and offices, restaurant, barAounge, kitchen, ballroom and banquet support space, seasonal outdoor dining area, manna services and support space,public restrooms, public open space, and public access to waterfront open space for passive recreational purposes. This License is valid for a term of fifty (50) years from the date of issuance. 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 this license. Waterways License Ns: 14073 Page 3 of 9 Salem Waterfront Hotel Expansion,Salem, Essex County This License is subject to the following Special Conditions and Standard Conditions: Special Condition 1: As shown on said License Plans, the entire hotel building shall consist of Facilities of Public Accommodations (FPAs) and/or water-dependent uses or accessory uses thereto, which includes a lobby, reception and offices,restaurant and bar, public restrooms, and marina services on the first floor. The second floor shall include marina services and support space, a ballroom and banquet support space, and the third through fifth floors.shall contain approximately forty-two (42) hotel guest rooms and associated facilities. Said uses shall be the primary uses of the building for the term of the License. Special Condition 2: The Licensee shall make available to the public restrooms on the. ground floor of the hotel building free of charge during hotel and restaurant/bar hours of operation. Access to said restroom facilities shall not require patronage of the hotel or restaurant/bar services. Signage of adequate size indicating availability of public restrooms on the ground floor of the hotel building shall be posted at eye level near the front and rear entrances to the hotel building. Special Condition 3: The Licensee never fully constructed the waterfront walkway on the project site in accordance with the conditions of DEP License No. 10005, issued on April 28, 2004. As mitigation to the public for not being able to fully utilize and enjoy the public benefits required pursuant to said License, the Licensee shall pay ten thousand dollars and zero cents ($10,000.00) into a special account established by the, City of Salem for the sole purpose of creating or improving public access along Salem's shoreline. Allocation and use of these. funds shall be exclusively determined by the City of Salem's Department of Planning and Community Development (DPCD). The Licensee shall pay the total amount of said fee and provide proof to the Department of payment into said account within ninety(90)days of License issuance. Special Condition 4: Final detailed design plans.for all three sections of Harborwalk and their associated amenities (i.e. benches, trash receptacles, lighting, landscaping, wayfinding signage, etc.) shall be reviewed and approved by the City of Salem DPCD to ensure compliance:with the Salem MHP and the City's Harborwalk specifications. A copy of the approved Harborwalk plans along with the City's written approval of said plans shall be provided to the.Department no later than thirty(30) days after City approval. Special Condition 5: Harborwalk Section #1 shall be substantially constructed and open to the public within forty-two (42) months of the issuance of this License. No.time extension shall be granted for this section for the Harborwalk. Special Condition 6: Harborwalk Sections #2 and #3 shall be completed and opened to the public no later than the first Certificate of Occupancy issued by the City of Salem for the hotel building, but in any case no longer than five (5)years of the issuance of this License. Waterways License.Ns: 14073 Page 4 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County Special Condition 7: The Licensee shall install and maintain in good repair two (2) wayfinding signs of adequate size to be clearly visible to pedestrians from the following locations: one (1) located at the new Gateway Entrance to the Harborwalk fronting the Congress Street Bridge, and one (1) located on the new sidewalk near the loading zone, pointing south down the walkway ramp situated between the proposed hotel and the existing condominium parking lot to the Harborwalk. Said signs shall be designed in accordance with all local laws, the Salem MHP; and with the City Citywide Sign Specifications. Prior to fabrication and installation of said signs, the Licensee'shall submit draft sign specifications consistent with the above referenced installation locations to the City of Salem DPCD for review and approval. A copy of final approved specifications and plans shall be provided to the Department no later than thirty (30) days after City approval. Special Condition 8: Prior to construction the Licensee shall provide marina users with reasonable written notice of the duration and extent of construction occurring on site and provide a clearly marked and unobstructed path from the marina entrance to Wharf Street, Derby Street and/or Congress Street to minimize interference with marina operation during construction. Special Condition 9: The project site shall not include any onsite parking, only a Drop-Off Area and Loading Zone Area as depicted on Sheet 2 of 12 of the License Plans. No deliveries shall occur from the Congress Street side of the project site so as not to interfere with or obstruct the public's access and enjoyment of the Harborwalk, open space areas, and seasonal outdoor dining area. Special Condition 10: Pursuant to 310 CNR 9.36(3), the referenced Loading Zone Area shall be permitted for use by authorized marina users for transitory loading and unloading during times 'outside of those explicitly posted for deliveries. The Licensee shall develop a draft sign specification to be reviewed and approved by the Department with proposed delivery days/times, proposed language regarding use by authorized manna users outside of posted delivery times, and the proposed installation location at the head of the Loading Zone Area. The draft sign specifications shall be submitted to the Department no later than the first Certificate of Occupancy issued by the City of Salem for the hotel building. Special Condition 11: The Licensee shall construct and maintain in good repair a network of exterior public open space of not less than 14,358-square feet (50.1% of the project site)with no obstacles for safe, free and universally accessible public passage. All open space shall be accessible twenty-four (24) hours a day with no gates or other barriers installed to impede pedestrian circulation. The open space shall include the components described on Sheet 6 of 12 of the License Plans. a) The public open space shall include, but not limited to, the following pedestrian amenities: benches, lighting, trash receptacles, public art, wayfinding signage, bike racks, seasonal outdoor dining area, and landscaping that is consistent with the Landscaping Plan and that complements but does not obstruct public access. The exact number of tables and chairs for Waterways License N2: 1.4073 Page 5 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County the seasonal outdoor dining area shall be limited to that which is authorized by the City of Salem Licensing Board. b) The public open space shall be completed and available for safe pedestrian use no later than the date of the first Certificate of Occupancy issued by the City of Salem for the hotel building, except for landscaping and other matters governed by seasonal opportunity. In any event, the public open space shall be completed within six (6) months of issuance of the first Certificate of Occupancy. c) The open space shall be maintained and programmed in accordance with a Management Plan prepared and updated in accordance with Special Condition#13 below. Special Condition 12: The Licensee shall construct and maintain the entire ground floor as a Facilities of Public Accommodation (FPA) and/or water-dependent uses or. accessory uses thereto. The following FPAs shall be located on the ground floor as further located and described_ on Sheet 3 of 12 of the License Plans. a) The FPAs and/or water-dependent uses include, but are not limited to, the following: hotel lobby, reception area, and accessory uses thereto, restaurant and bar, public restrooms, manna services, seasonal outdoor dining area,public open space, and Harborwalk. b) Any use specifically listed in the FPA definition at 310 CMR 9.02 shall be presumed to meet the above requirements for such facilities. Conversely, any use proposed as a FPA that is not specifically"listed in the regulatory definition shall require prior review and approval of the Department. c) The interior FPAs shall be maintained and programmed in accordance with a Management Plan prepared and updated in accordance with Special Condition#13 below. Special Condition 13: The Licensee shall submit, within one hundred eighty (180) days of the issuance of this license, a Management Plan for the Department's review and written approval and concurrently provide a copy to those on the distribution list of the Written Determination for a thirty (30) day comment period. The Management Plan will become final upon receipt of Department's approval, and shall include any conditions of the Department's approval. a) Purpose: The objectives of the Plan are, over the short-term, to advertise over a broad geographic area and to diverse user groups the availability of the public facilities; and, over the long-term, to achieve effective public use and enjoyment of all publicly accessible facilities while minimizing conflicts with other legitimate interests including the protection of private property and natural resources. b) Management Oversight: The Management Plan shall clearly describe the roles and responsibilities of each management entity involved in the project site to demonstrate compliance with this condition. c) Content: At a minimum, the Plan shall address long-term programming, management, maintenance, that will be employed to all interior and exterior publicly accessible space. Specifically, the plans shall address all interior and exterior public spaces including but not limited to: public restrooms, exterior open space including the programming of the public Waterways License Ne: 14073 Page 6 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County space in the open ground-level building turret fronting Congress Street,landscaping, seasonal outdoor dining area, public sidewalk and associated landscaping and appurtenances along Congress Street, onsite and offsite Harborwalk and associated appurtenances, all site signage as required in Special Condition #2, #7, and #10. Said Plan shall describe a mechanism to ensure that project construction shall minimize interference with the adjacent marina operations. Said Plan shall also describe the use of said Loading Zone Area for deliveries and authorized marina users, the location of trash dumpsters and screening of trash area, and snow storage and snow removal onsite.. Furthermore, the Licensee shall identify and provide contact information for the persons responsible for carrying out the duties of said Plan, the property manager, operators of the hotel, restaurant, bar, and marina services space. Finally, the Licensee may adopt reasonable rules, subject to prior review and written approval by the Department, as are necessary for the protection of public health,and safety and 'private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. d) Periodic Review: The final Management Plan shall be periodically reviewed and revised as necessary based on changes in the operation and management of the FPAs. Any subsequent updates of said Plan shall include an update of all contact information for persons responsible for caning out the duties of said Plan, the property manager, operators of the hotel, restaurant, bar, and marina services space. The updated Management Plan shall also include a copy of the Department's plan approval letter(s) and the results of annual compliance inspection reports performed by the Licensee detailing compliance with the. Special and Standard Conditions of this License. When said Plan is updated, it shall be submitted to the Department for review and approval. At a minimum, an updated Management Plan shall be submitted for Department review on every ten (10) year anniversary of the issuance date of this License. Special Condition 14: In accordance with the City of Salem's Municipal Harbor Plan, the Licensee shall make a monetary contribution of ten thousand dollars and zero cents ($10,000.00) to the South River Watersheet Activation Fund. This account was 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 sent with the Salem MHP. Payment shall be made to the City of Salem DPCD prior to the issuance of the first Certificate of Occupancy issued by the City of Salem for the hotel building. The Licensee shall provide proof of such payment to the Department within thirty(3 0) days of payment made to the City. Special.Condition 15: The Licensee shall provide to the Department, within thirty (30) days`of receipt, a copy of the first Certificate of Occupancy issued by the City of Salem for the hotel building. Special Condition 16: The Licensee shall allow agents of the Department to enter the project site to verify compliance with the conditions of this License. Waterways License N2: 14073 Page 7 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County Special Condition 17: The use.by the public of the publicly accessible areas at the project site shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21, § 17c shall apply. Special Condition 18: Pursuant to 310 CMR 9.22(3), the Licensee may undertake minor project modifications upon written notice to, and approval by,the Department. Special Condition 19: All work authorized herein shall be completed.within five(5) years of the date of License issuance. Said construction period may be extended by the Department for one or more one year periods without public notice, provided that the Licensee 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 20: 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 todo business in the Commonwealth that the project was completed in accordance with the License. Please see Page 8 for additional conditions to this License Duplicate of License Plan No. 14073 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. Waterways License Ns: 14073 Page 8 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County 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 allother 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 is 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. The Licensee stated that Salem Waterfront Hotel and Suites LLC and Pickering Wharf Complex LLC were the property owners at the time the application was submitted on July 21,2014. 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,M.G.L.Chapter 131,§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. 9. This License authorizes structure(s)and/or fill on: XPrivate 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. XCommonwealth 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. - Navigable River or Stream. The Licensee shall not restrict the public's right to use and to pass freely, for any lawful purpose,in the waterway.No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this license. 10. 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. - Waterways License Ne: 14073 Page 9 of 9 Salem Waterfront Hotel Expansion, Salem, Essex County .-The Rmpllpt Af ti Department, and compensation thereof has been made bY I aterfrontHotel and Suites, LLC -- by a ' o the Commonwealth -- two dollars($2.00) -- for each 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,at the Registry of Deeds for the County of--Essex--------------------- . IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this 8th day of June in the year two thousand and sixteen. Commissioner DIZA '6epartment of Program Director tI Environmental Protection Section Chief THE COMMONWEALTH OF MASSACHUSETTS the said -- Salem.Waterfront Hotel and Suites, LLC -- o -- (N/A) -- the amount determined by the Gov equitable charge for rights and privileges hereby granted BOSTON, Approved by the Governor. Governor JaLitJ<i.7 u: toy saw NTS ` ~�8COT6T q"�S CONDITIONS IW r COMMON PA CIVIL � MUM: ML�O.O r/� WAU CIVIL �. � t 4 t k - t iq t B owl. C`3 SON 20—FM Cfi (e VOIp)/' 11trUZ 7oIDE I �.� I LHQF OF i EASTERNBANK RACMW Ot'LANE a ACID6MODATION ' ' ElQ3FHIG 3 ItNG ffi6H — ' AT FL IAII WATER LINT ROM --mmm Low 3 v eco �.,r► ARINA/OFFIC MA(ONA / P J i S 0 R r v x R Tot 12 i +IS ACCOMPANYING PE717ION OF Salem Waterfront LICENSE PLAN No Hotel toSuite� a LLC Approved by 6epartment ofi Enuronraaental Protection T4+HY Notal Wd asdated faa9Wa on � ti "de-of the South ` located at: Street. Seilem. .��t3s :: i NNEIlli m �.-- �®i®rl r 1 a.e.e /1111®IIr ��/N/Rl lll,Was _ I 1 111 leg"q �IIIII ® o 1 1111' 11I,g C Jig G ti��� � P: G s Y Y n j6 r OIN NNW 61 A. Vol 11I � RA � r � WIN • °e r I 1 IPOO, ! 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AP Department of Environmental Protection Z UJ m- Date; JUN ® 8 2016 xz < zo Date: 05/06/16 U'O U u.i Sheet 7 of 12 e t- PLANS ACCOMPANYING PETITION OF 4 0° Salem Waterfront W Motel and Suites, LLC Lu to construct & ft Wain a ' Z.d) ' 6-Story Hotel and associated faoijRW.s on fil23 CongreSS Street, Salem,the Ma sact use�ts Observation i Graphic Scale /'Platform 18• = r-0• Plan View o dti I . <10 AZ o i - I // • :/ O . . V. ./ p LL 1: PLAN NO.ton2i ppcued by Dep*of Environorlon `va% 0 r ` o° a JUN 08 gnu— oz� NZ UZ Lu t f/. o ea o Date: 05/06/16 m Sheet 8 of 12 X 1 PLANS ACCOMPANYING PETITION OF F > Salem Waterfront Hotel- and St�tee, LLC � i o , to construct & maintain a 5-story Hotel and associated faciritles on i' fitted tidelands of the South River • �' 4'1 f:nnnraaa Atraaf ka;lam Massachusetts 1/8" = T-0" ; 0 Q Q Lu U i to n/ N z a V \ %\ o I X73 LL I— LICENSE PLAN N0.� proved by Department of EnvironmeMaI RE LL Date; JUN 0 8 2016 } a i Date; 05/06/18 I i Sheet 9 of 12 PLANS ACCOMPANYING PETITION OF Silem waterfront Hotel and Suitee, LLC to construct & maintain a 5-Story Hotel and associated facilities on filled tldeiands of the South Rjver �23 Congress Street, Salem, Massachusetts I I; I i oo�a I TP7 : UZII z I' I LU i w I i I d l w I w w L III ENS #/ 3 Approved by Depar nent nviro menhdl Protection D �UN 0 8 2016 N f Date: 05/06/16 j Sheet 10 of 12 PLANS ACCOMPANYING PETITION OF � Salam Waterfront i Hotel and Suttee, LLC i a to construct & maintain a 5-story Hotel and associated facitities on filled tidelands of the South River 23 Congress Street, Salem, Massachusetts I � i 3/8" = 1'-0LL, Lu " LU Qpm NwN w-1-1 0mR/ 1 Z -Z fz T7- OOQ 4 w LU n fw iu 6' ! j I . Cl I w I I. Ck LU co n { Z # :3 I w IL LICENSE PLAN NO. u Approved by Department of E vironmentAl Protection m w Date, UN 0 8. 1016 l: L w m ; •; ' Lu . z ,ED Date: 05/06/16 o Sheet 11 of 12 U PLANS ACCOMPANYING PETITION OF Safe m- IN'aterfront Hotel and Stites, LLC to Const!rUEt Fnalntaltl 6-story Hotel and associated faotil'ties on a �mn �l �r wirt filled tidelands of the 946uth River 4 I 23 Congress Street, Salem, Nks-sachusetts I UFO 11V VV41V /e• = r-o• , Section View i i � r v � u> > Poo wwQ' ^ I I LU LU W 111 J� lL ffl � II 531�1t�1� lfl�i3f1' j : . � z 1 m O LU cl _#t _ n W U Q Q 1 LICENSE PLAN No.1/ rp p 3 AZ vetl by Qepartment of EnvironMe r2 Z U j U ;] Date; m Q �� JUN 0 8 201.6 N N (TY j Cj Uj ixo Date: 05!06/16 z Sheet 12 of 12_ PLANS ACCOMPANYING PETITION OF Salem, Waterfront Hotel and Suites. LLC to construct & maintain a 5-story Hotel and associated facilities-on C] sllnt� zl Sb` WI filled tidelands of the Soeth River 23 Congress Street, Salem, Massachusetts i fka I ,a: :. - + , �a�5•.:.w _ ;. _ _ _ ./ -- -_. j . - - \ j LEGEND: - -- "RUSSIAN AID 1^! a ad. E- _ __ --- I % '•} SOCIETY" I 'AREA=28 6 6*SED S ECT SITE / - —.•—..—..—. 20-FOOT WIDE WDUZ i� % i I _• 100-FOOT LIMIT OF GROUND PLANE u- ONE r� / OSE j EXISTING SALEM j j FACILITY OF PUBLIC ACCOMODATION // % WAY I / WA j WATERFRONT j __ EXISTING HIGH & LOW WATER LINE j EASTERN j DRIVE-THIRD HOTEL j [ti BANK % % ' \ \- —•• •—•• •— HISTORIC LOW WATER/LIMIT OF N. COMMONWEALTH TIDELANDS (Historic "TANCOOK high water located off-site along a (� j j a j CRESCENT" Derby Street) % CL F- hhl ONE i'r WAY TWO 0 30 feet 60 fent CrO D¢. I � L LI `;r ry WAY}j `\;��• I r:� O j WONE AY GRAPHIC SCALE TWO it • WAY r•• -- —�I ¢ yy TWO TWO F O ' • I WAY WAY r` %/ � i v � O • ••"~i' ' `—ice . •T f L — I •• •— •• • Oe CONDOMINIUM O f ¢ it ry/ ' PARKING LOT cif./////yi3,ih%,';%i/////%fir�i� �� � O j •` � / 01A MARINA/OFFICES o AR:xA ELECTRICAL % •\ EXISTING > � � ' .._.._.. � ,. .. . . , •• CONDITIONS _ _"v�/�/�/, Ell 6 Eq C 1I •4 M'IlE R OCI(SE WR L•• • �j ` cA nicwE .o / /j//////j//////////////// / % PLAN - � 5 for the It Ij ALE 0E SrvEEIDII£ ALL "ARBEL,LA" j ilN1 NI Ilk[ IIN II id I III I� I II I I I• G FLDaTTG� oacxs I y `"� "" SALEM WATERFRONT NFAN �NjEx%LjO/W�WWAATr1EAffiR t & '•. ••• ''�/�I��II�.I•i"j'•l/iG/��IIS 1,91I'IIIIIII;xI;";;'E %ISTING.'OANGepy_n'z_II II j Niti. HOTEL EX PANSION at r--4 COASTAL BANE #23 Congress Street SalemMassachusettsLAND SUBJECT TO COASTAL STOPM FLOWAGE/100-YEAR FENA FLOOD Date: FebraarY 15, 2014 Revised: June 28, 2014 (elevation:10.0 NGW'29) �• pi " �� " O PLDE$06-05 Scale: 1" = 30• Sheet 1 of 4 MARINA �/�� ///•••\•• _ ' _ .11 IIIj��/ • SUSAN 4SB.Y PIERRECONSUew LTINGCONSULTINGDS�ERDVICES • (� II o /�// I _ / ��/% t / (781) 439-2461 _ �/�/�/r, • _- I I Ir � �/�O/j//// � > j PATROWICZ LAND DEVELOPMENT ENGINEERING N oINEERING OUTDOOR 14 Brown Street, Salem, MA S 0 R I V E R �_ I; "GENT00" �� (978) 836-6400 q DINING � — 4J , %- ,.RussrAN AID- — ^LEGEND: o 66rx1 % � / SOCIETY" I PROPOSED PROJECT SITE 0- a caw � i R � �e New � j j � �. j I � AREA=28,s86±SF PROPOSED BUII.DING FOOTPRINT ONE O --I j EXISTING SALEM " \ 'j Including overhangs) AREA=14,328tSF it WAY W Y G WATERFRONT j EASTERN % EE,ocATe % HOTEL BANK j DRIVE-THRU PUBLIC ACCESS/PLAZA CO R• 0 I i6 "TANCOOK Piz CRESCENT a n z /%///�////////%/////%// 4 / �; \ cam\ ❑ LANDSCAPING ONE ; gt�/J,�� 1p� r WAY / NEW L � �I� I O E V Q %////%%//%//// % / ��tls,\ 20-FOOT WIDE11DUZ /y RUMP WAY T WAY % j 100-FOOT LIMIT OF GROUND PLANE JJy FACH= OF PUBLIC ACCOMODATION S I O - -�.-,. - ��- =r=1RAMP NEII R. _`RP.MPS_ CROSSWALK \ NE I I j I Ew yam' nZ�+ ary < P L,S < 111mig FLUSAgzwd 11 WWI o m HEOVERRANC:S CROSSWALKILI S T I j////�//�/�/////� V_1 0 30 feet 60 feet % I / % a � GRAPHIC SCALE PROPOSED SALEM WATERFRONT _ CONDOMINIUM PARKING LOT - HOTEL EXPANSION O ' ; U PROPOSED PM-12.50 (NGVD-29) i c' , % I i p I a z HARBORWAIdC / GATEWAY > ; (OVERHANG) EXISTING MARINA ELECTRICAL R - I i i H N x — � >a � SEAT SITE PLAN 1 1 • -,-�'w j�G`_..- i� 2 rL -�Q.S.L. r ; - '�-TIT�„��I+ F /jj////j//// / for the P II�� f`a' _ ❑ / "ARBELLA' / ii 1NI IB4 9 MI61'll IIII I° I II V 7 -- - a% SALEM WATERFRONT E�S M��FtpATING,, a�Ks I Y of LEGEND: 20- FOOT WIDE WDUZ I 100-FOOT LIMTT OF GROUND PLANE _ FACILITY OF PUBLIC ACCOMODATION -----_ I 1 PROPOSED MARINA USE ® j C7 rl I I I � I I II A � o ° II > z ° II ° Ew r7 � D z ¢ o R a ; V-1De - II - -- oLij C II 01 '•1- ,1. ' .VW I ir7r�_11- - ' ' � •0.� 0 4xz® - w —� -1-1-j j�=tTl� t Tr�-tT RAM_T-`T '•, 11111111 II1111111 - ri ' S --'�6 �. � - ✓ m� umei i 0 I merr C nma ono '_�-- �y I 4vn � ama SECOND FLOOR MARINA USE I I I IED wii I ® n I 0 o i I GROUND FLOOR - I ��%��a PLAN 7 77 ^' 41°yiaxryy_ i•N 1 _-.- r 1 2• for the I _l`rl [rri`\-4 ,- *ter- .2 .SEAT WALL - ` �'-r T. ;� - _ r SALEM WATERFRONT I r Cs x - rr z-r 7 4- SEASONALZO:UTDOORrDINING, ���fl HOTEL EXPANSION i 2nd FLOORg G marina use) S� _ L sL r -r Z r WA-P, WALL W at 23 Congress Street WATER 7 �—• ONT�W +nY200 clear Salem, Massachusetts w II li'I II I III II I'll .I I Iqu �_ -Lt? O o= II N 11 N 111 11111 I 1 'I II y "tet_ _- Lter--- _ -r .T� = Date. February 1Revised: June 28, 4 IINII �I ! Ny N I � I II V I I I II I I II I � I 1 — — �✓ _ ._.- PLDE//O6-OS Scale- 1 1" = 20' Sheet 3 off 4 SUSAN ST, PIERRE CONSULTING SERVICES 0 U T H Il 111 II I I 11 II 11 1 III' I IIII I I I'I I �� SIIII II III D 20 legit 40 feet 74 Bay View Avenue, Salem, MA 01970 • � �� I 1 (781) 439-2461 PATROWICZ LAND DEVELOPMENT ENGINEERING j GRAPHIC SCALE 14 Brown Street, Salem, MA 01970 (978) 836-6400 L� - _ LEGEND: R I x L'i hj SITE AREA R D EXISTING HOTEL & HANK = 59.046fSF (per [.icenscNlo°os) R PROPOSED HOTEL EXPANSION = 28,686±SF % t X R X R _ COMBINED SITE AREAS = 87,732±SF i a two. ><< Of2 WAY W �_ BUILDING FOOTPRINT ❑ / \I R (includes canopies and building overhangs) EXISTING HOTEL & BANK = 18,422±SF WAY\4 ' j 6 NEW \J, aj \ j 7 ii 0 /' \ j '•cttowOEe HOUSF," rte, PROPOSED HOTEL EXPANSION = 14,328±SF COMBINED BUILDING FOOTPRINTS = 32,750±SF % R \/\I OPEN SPACE (includes landscaping, walkways, parking and vehicular circulation) �r�a X03 j o "RUs81AN AID SOCIETY' , EXISTING HOTEL & BANK = 40,624±SF x R / X �\ % / PROPOSED HOTEL EXPANSION = 14,358±SF �i aacaiz I\ / \ �f �- z j % R ' - EXISTING SALEM a\ COMBINED OPEN SPACE = 54,982tSF j j Q WATERFRONT „x F/. j R aNe ° E �r HOTEL \ EASTERN',', WAY X/ Oma* a o j \ LOT COVERAGE (PERCENTAGEI FOOTPRINT = 15,592t5F ,� / / i BANK ! oQ���.e."o� % % (building footprint divided by the site area) (E7tf5TING) �o .� // G s < \ \ ~ \ EXISTING HOTEL & BANK = 31.2% FOOTPRINT F / �2 • m F '�-4^•w a \ j 0 PROPOSED HOTEL ERPANSION = 49.9% COMBINED LOT COVERAGES = 37.3% XONE 20-FOOT WIDE WDUZ i a • �A/ <V WAY4 /I�// / 100-FOOT LIMIT OF GROUND PLANE FACILITY OF PUBLIC /zq n o� _ -- -_� /\/\ - . _l` R 1O ACCOMODATION a a: • I 1 nm� RM' R = OVERHANG �++ ( CHAPTER 91 y 1 J I _ • ..OVERHANG ONE COMBINED WAY ITE AREA S I F . / g CALCULATIONS PROPOSED CONDOMINIUM O a / for the w SALEM WATERFRONT., ;;, _ I �\ o o SALEM WATERFRONT 1- MOTEL EXPANSION OVERRAN s O E 'wnra ea ree .z o lxa s I _,. rz, HOTEL EXPANSION #23 Congress Street z w I �/, / Salem, Massachusetts 7 OVERHANG • �� o % % Date. February 15, 2014 Revised: June 28, 2014 '�" � � "�r •�� j � � � � � , ////� � PLDE$06—OS Scale Y' 40' Sheet 4 of 4 14llllill �°�erui An"xc'"°ocs •,—��..J I�' -,v"-�,� �%j� ^ j%�. z - ° SUSANPIERRE CONSULTING TdG SERVI CES 74 Ba °yAvenue, A 0197 View 0 "ARBELLA ° fee 80feet (781) 439-2461 fit. PATROWICZ LAND DEVELOPMENT ENGINEERINGMARINA GRAPHIC SCALE 14 Brown Street, Salem, MA 01970 S 0 IyIlllllNIIIR (978) 836-6400 1 ____________—_— CZ1 \ — N N — _ �AR/AaLES 7' TWO-WAY R WO "BOWDITCH" W wA+ � ONE O Q \- 1 � II C P,WAY ONE SII V O II WAY - z o 3 ® 3 "CHOWDER HOUSE" W� P b Q W "PIC KE RING" #163-173 DERBY STREET a h > I (�? � I l � r U.S. DEPT. OF INTERIOR NATIONAL PARK SERVICE THE SALEM WATERFR T -------- MARITIME PARK m �m - _/. �` SALEM ASSESSOR'S MAP 35, LOT 408 d -- HOTEL & SUITES CONDO NIUM "RUSSIAN AID o SOCIETY" o ac�z t Q n _ ONE }/fir _ "BARK 0 11 p ONE WAY � 9 �' � EASTERN � � � war _� � � - R L V BANK 40 3 ONE EMERALD" 200-FOOT OUTER-R ," a war I • (see note #7, sheet- ) N ZONE Q ■ ■ 7 I • a o Q p a \ PARKIN Q o `TANCOO K O > U CRESCENT" ONE ONE ---- O T� 4 -- .6Z, I -L WATNFWAY P 'mom >oo- - "i WAY C1 x "BARK -- Cn • ` TTTT - (���Bsvm T Zp�E ora, Fo - -- °°° moo - - 9 EMERALD - _ f+vm TOCB � � _I z W I T�T�T °o• � � 9 - C2) a 5 -f00-FOOT INNER- P _ o W RIPARIAN �_-- LL (see note #7, sheet 8) ZON •` - O SALEM WATERFRONT p < �� , Q �_ c PROPOSED C+' o Q ARBELLA" �� U RE RTGCPR' 3 _ 3 I �� �l d �� s_.� U HOTEL EXPANSION NOTR: THIS PLAN ONLY 3F;RVRS AS A GENERAL GUIDE. TILE SITF. CONTRACTOR MAY NEED 2 _ ___ LANDFLOWSUBJECT YEAR FEMA FLOOD PARKING - MARINA '' TO ADIIIJST FINAL GRADES (only with TILDE approval) AS NF.CF,SSARY BASED ON FIELD LAND SUBJECT TO COASTAL STORM I Q i AE ZONE (Located on the vertical I ! ACTUALITIES. APPROVAL (from PLDF) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. PARKING LOT �< PRIVATEE� face of the existing sheetptile wall) _ I � In _ 1 � - N -_-- -- - _ see note #5• rc ___ ` - --- a - -- NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, a THIS PLAN IS FOR PERMITTING PURPOSES ONLY. b a1 _ •.. _ I � QE g0 �'� 41 S u, 7° � ax e "ARBELLA" 1 �___ wqr 1 2��P A sqc � I _. �2, - p SCOTT IAN yG 3 q MEAN RICH HATER -- L �� \, I * ! ■ PATROWICZ (elevationr4.4 NCVD•29) & U ■ ti ,MEAN LOW NATER �e COASTAL BANK figu �� -_ v 9 No.33656 0 e tion:-4.4 NCVD'29) qop of sheetpile wall) - - amp - .-•--. _— q FCI � I Z e LAND SUBJ COASTAL STORM J FLOWACE1100- A FEMA FLOOD W ■ _ A AE ZONE (Locator aced on j ® ~ existing ground sidewalk elevationNO. DATE DESCRIPTION U) I ^ l y� ° MARINA 0 4 SITE PLAT 'L IT \ LAND SUBJECT TO�COASTAL STORM -- o FLOWAGE/1OO-YEAR FEMA FLOOD "GENTOO" rn \ AE ZONE (Located on the vertical face of raised concrete pati) _ = TO ACCOMPANY A NOTICE OF INTENT APPLICATION TURK„ showing z 01j __ .� LOCUS w ° -scale) scale) w p v s for the Y � T SALEM WATERFRONT - --- HOTEL EXP ANS IO N CD _e�l r MARINA Congress and Derby Streets Salem, Massachusetts a g _ ° Property of: Pickering Wharf Condominium Trust (Parcel 3) J o h The Salem Waterfront Hotel and Suites Condominium (Parcels 1A & 4) a ( Ord The Salem Waterfront Hotel & Suites, LLC V (Parcels 1B, 2A & 2B) 0. PLDE #06-05 Date: May 12, 2014 \� Scale: 1" = 10' Sheet 1 of 11 GRAPHIC SCALE \ PATROWICZ M o ao o zo ,c ao 160 LAND DEVELOPMENT ENGINEERING t° 14 Brown Street, Salem, MA 01970 rn ( IN FEET ) (978) 836-6400 I inch = 40 ft. NORTH SHORE SURVEY CORPORATION -0 14 Brown Street, Salem, MA 01970 MassDEP F L (978) 744-4800 #064- IQ c d E O O O_ 0 II' -tt a,rcA.nrm.I'll m� wwS?8om 3• <„ 20 0 10 20 40 80> .,.or�xo 33"E aGRAPHIC SCALE -_ -_ - - _ ' ! — // ?/ s s - - - - 'R E - -- - '' / (� ' �� � T, ( IN FEET ) �• > 7 ! :os r r._•,..__ s a�' .�'/ `S, 1? ^ ter="- } � / . �t- T - 1 inch - 20 ft. Y S ( �L' '\ _- ^'^m.0 a:,. - •' DV) E.rw-s..«,^" / xrne. TWO-WAY - -- " - - _y � ` - / _ `I ,a -_ - _ - _ _- __ _ - i •nx aw:,.,. .�. O � � rn ad-r:•e [ �^ xo�.,a a ___ axr �� '- _ -- _ _1 333 1 e� II [.xw>n , ,,..�..,,. ✓ � � _a � , _ _ - _ __ _ -- - T V/AM� .a „�.T D 114 I exx wA+.a II .x....+>n / : / \ s. 3• :' _. .wA^",�- ,° `"I°^^'o�- B^ ar„ ;+ / _ _ > :! T rt l,.-_.- _ - ' _ - -- __ yam- - r _ _ _ -_- awT'"� _ -/ i ✓ A' � R _ d v. _ ` x.. T3�;q e n .. M - - x.w-.m, J , [3 ar,_ 41 , j7. L i � � � •, aaao�o°xw»s '� ✓ :+ , ,z- J : �°'soewA! -'-"'� - - vx+� 1 - p96'2 i !f rin. I i�j� I, r' o-�} n Eli "4 1/ 1 IKCRI ' _ y � I j ' i� 12 ,� � II �' :_ � m �� > eea :x.e..•..,,n � 1 baa s0- _ - �� -___-__ ___ � - �- - I I � - - ' 1 1-� ~�• I s Y (Y I 333 ,a_ ,ww, ^- _ '1_'°.• I * _ ; n s '�I I y 0 a X ' �' E eau ,- I m„ •x ((�� °",�r° � o PARCEL 4 �t1J x�,Att .k.a LOT ,zl I I rs`11 .n,.•... ,., .,aw .> 00 r ' "Y � wrONE' tta�r _ ��- .v s -I,JryI S7 ',.�J.�... 'b eE' - " ^�a ✓ >W •EO,11 /` 'BOWDITCH, #285 DERBYSTREET10 j f33•E i_ RICR / 3B2ss ^\TNH SALEM WAlAHFRONT HOTEL AND SUITES 1 �, N8Td6Ol"1 78'20' 7" • / O0 ,O .95' ` SALLOT 445SS3E' 1 I„ W 11 A HOOK 24050, PACE 94 ✓:.P / r ' I I 1 I ^® k I ' .. .s r O F ? m I \ >i' II • / 1 ro I/ ! i! e`E'CARBI - RR =- I I r N\ '� - ' I%� o `�' •",y'I I 3 ` .x2=1111 o n ONtL a : --.—. D ' WA ko _ Q ''/ - >I 1 /'I qE o 0, 1 1 1 - d � i vv. 11 23 f v ) x m ! p - / ' , a,1- _ x� o LEGEND � ,Y _. i � �PaA� LOT s wy �I 4 (applies to all sheets) o m u 3 x � ,� rpm = 980.1 749..E ,.-x .� , ,Ila . yo, � zz.o3 ---h ; w : l x - �,� 1 �M-, n� r� � A � � Salem MEAN HIGH WATER (MHW) 0. i �w ; T - o f "PICKERING" ° I _ n• s' aw�"i 1 max approximate line /" I I I �j ; (elevation = 4.4: NGVD'29 datum) _ s ��i �� i f� dexo, ^ (310 CMR 10.23) ,- THE SALEM WATERFRONT ! ' �� YYY// d' i'! a' x "yi}j �,�>,�'• ' a -s 'KYV\-'- yVr;l Ja,' ,y,.. l'��IIf�es'J I1 i &C4i 14 eex �I � , I J= :HOTEL & SUITES CONDOMINIUM IRI xTcx= PARCEL lA .✓ ii[[IaSIi r I 1 1 TOP OF COASTAL BANK (T OCB) I ' " #223-231 DERBY STREET '.4" ! MassDEP Policy92-1 Figure 4 THR SALEM xATFNPRNr HOTEL ANO SUITES NNM Sacco ASSESSOR aP 14. Lor/16 (310 CMR 10.30) 1 -a�WU 8II1I:0' , _ 1-�o-,I ' 11�I e e1 r....ti ..._.\-._.'•, "aJ�/:.I.1l,,I.. !. �> —_-aL w ,' r > . DSIOPCE 90 AREA 39.64615F ( g - e �rx,J�BI Nee•30'48"e 67 25- "RUSSIAN AID r �e fie♦ -qI 0,° yil A 16 FEMA AE ZONE 585z (elevation 9-81: NGVD'29 datum) a " Z Q ACCESS SOCIETY I EASEMENT sAAssas9rss YAP 34. ( T I61 �J O IA, 880' / RIVERFRONT 100-FOOT INNER-RIPARIAN ZONE .4adsaels x, I i ..•:• d i�� s yt ,rxn a Y „ e 11 ( I ��`<qr - -- ✓ ,s., y� I � � a[xr. IeN _N _ -_ -_ _3`--- - � 1 . . (measured from BICMHW) if (310 CMR 10.58) ', � meY/ sa«/ ��q•. � 1 i.'.^,`S, ° _ '•w m i a'Ti: T- �I '- _ 200-FOOT INNER-RIPARIAN ZONE ., e RIVERFRON � I n a a u" xeo-sono. V O LI I ,I s� T I !' xr.: ,' ! ( ° I \ (measured m MHW � b d � « k wen 58 awn � , � ,x...�n. I ,�� I' i�BBI r�„, \\� ( f0 CMR 10.58) Cl) „ EASTERN I ; 4.ee=1 .61x1eex.l J;MW •, ' �` / I Vl(AY Coastal Wetlands 100-FOOT BUFFER BANK o d\ ° ^ JCL .en __\� (measured from TOCB) d `, 19 CONGRESS STREET J` wl� Y _ .e' ;, � _ '` a r. ✓ - I ^ PARCEL 1B — - � T L I ' , c ,»smx > j _a - n Me ONE - -r y I I Ids ml W I O SALEM ASSe/QSTUIeB MA „^^ ' ^ r __ �•. d _ `200-FOOT OUTER- `-I ^ , "TANCOOK Co O Arne. ASSES WR I MA 534 ,m M , I RIPARIAN ZONE °�y I n ' C I / o xarel a sones ucr Pia OTE TffiS PLAN ONLY SERVES AS A GENERAL GUIDE THE SITE CONTRACTOR MAY NEED z ;\ w i J 0 ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD d - c HOOK zex15 PACE I- ,^.».,n>s (See note #7, sheet s I! tv T I sm 'f / PLA„6OOR 3a6. PACE m ,� 8 ' / / ) „ „ • / s w CRESCENT” a ONE S,,. J ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADNSTMENT. ! _ AREA - 6,9WfSF Q .dI 1 / au, W.wn. , •^r i ...>.�fx /ti` — -� I- 10 WAY I T -I s _ I d NOTE' THIS SITE PLAN IS NOT FOR CONSTRUCTION, V < = V s' i A • J I A BANK ure6•e d �' 4 C� _ ' > ,��•nyy! rol 11 ��� WHERRY ROW' EASTERN THIS PLAN IS FOR PERMITTING PURPOSES ONLY _ T � 9 ' ! z__ C) ARKING d ! — 7 N CD LOT I : w.o-ter... �.,�,� ✓ a Q / =.w ✓ = //; --.. �, Ia a' ' ®a ' ' IT I P\`N �p MASS a` �y e`li 's ° .yx , J la eq•".eel , A" o ✓ �, 1y}� I ux �E 9� 'N �. � I. j t,• �/ � i id - ' ._-_ �-�1-a—�----_J ..� � s as \�IT I (7 r_^/ ,y... i J � /r ' i � g\` " � ' IIS I 1,� � _ I � � PATROWICZ ym J , ' 4 , ' s �=, \ ere=xe selaoa gee.ee r..d II, / PARE NG S87-32'24 \ q No.33658 Q / 0" .00 ° ' i."ei., Yr- I/� i 09 ONE'I r°'•a"'[ _ - -_. - - "ere=lzee(H,. nx.[, ! _ ! ...rr,b^ A €, I "TANCOOK /�• xeilx U _` u - sa=0�E WAY "" ! ✓r y 1 WAY 1 CRESCENT' % `.. «^-^i/�w i A` 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS Z / 67.26' „r IRRIr i- awl- w 'T dFs •� a • ! - ss3zz � ^- .raw i ! :�nL�, ner.rnE., I` rt,'. /� J NO. DATE DESCRIPTION 9 X1 ' , ' ✓ 6e�G.Y9CW x ! my 1,B" T -�� �d _ Le >. lL W S- _- s �-�-�_ - a J P -WAY > , 54.9 r� � '_I-._ _ '. ,.4. -11 •3 Q�� TO v _ / 1 '� * I /. �. _ V `' Po ,�/- f w r. o>'i /i .... - .mo-i n .4 '��� OO 4 -: J y': _ TW- rbc x s EASEKMgT WAY=� — T r � ... PA�B - _ WNA9P SITE PLAN x r (/ � , _ _ ,- /, , L I - PARCEL M; ;� ��oNE / / y' — S85'O9'2O'E �J\ J ! -" / I " y iif l ' '+ µ EMA/N/NC LAVU 9P MCNF2INf 3 •Y>Hea r,rvlt� ' 1 F Il "1 rt d —� — ` ., tel/ <� _ 'l i- { c�sv L_ TW©-WA>Y -=2avmueauuu.rxP-� �, rA'«M.,->.>/' ! I WAY / ' / ' a s'" «rWivu se E g _ a /I r' .o PARC E 2 A ' 100- P ER-RIP TION '— — ,f 8 us j' ,/T / Y i ` SALEN POOR tSOR 4 NSP�Jb�t9r 1U�___ ' — - YAe/ , JK.O _ eu- FOOT a � � .N wm=n° l.ter! a o _-- ' M. a 168.30' �� — _ p A r _ 6zr, PAce rex - rP' a. o ARIAN, - / "✓ - ftv«"-.� > / ..o- - x� ( e note - _ ., - i - I . �o_ \ I N / _ / e CONGRESS STREET CE J A • sheet 8) s .J �'�� _ & _a y // i _ rl ty TO ACCOMPANY A - - "ca N s �'�.a.tEY agreRElzuNr R9reL A sun'es, uc -100-FOOT B .3 / M` , , —'-, _._ , a 1 7.. i 3 'I I+ / /'H'°aA^^� y ✓ O, / ' _ T- v "ti z'� ' s7LEN"asves . LCr;96 UFFER ZONE rr a' s I - , � / I i -i- _- L a vwx,> RUDE z- 4,, Pace s3J•'-- (meas d, , - •.r.s..,.. �3"� A� ' -1// Ip f ore cc 3 1M1- >_= t_ _ AREA 4T.R F 1_---_ - TSB) _ ; ' y.' ! ^ ,- r - , 4 a '! ! , - - a_ Fr °. �p o wwn NOTICE OF INTENT APPLICATION . .ltiom ,o n > f \rr,°tt • " 1 1 \ J — a� '! I ' �,� sF � I / / I \ � � showing o,ax m-. wro 1,,-.._. 3 -4 `. m _ r�t s - i s 'g- - .-.-.--- ;..:.'":� y e �� °:S":", - -1Z.¢ rt _.,.�.;I_ ._._..l ST 4 - ,' — 84'23'03"E ! i 7 n t 4 \ I o- 1 J : �: ' 4 d f Dp. s -� _-[ i 11 I were 10 saRnr..no,a) 4`6� \/ 1 I - �Eu a\A _ e �. 189.39' -- 3 n ex� EXISTING 4 - t d r - ! CONDITIONS > a Z I V9 N01'45'48••E a exw 1 "ARBELLA" ,v s �a s -- 1 1 � I I I • I " ° d -fes 54 e , 1 A S - W moan p _ - - 6 q uealm..,n",a1 f / ,I 1 F ' (20-scale) � - e) 3 .� .o ter. i i `� „SQUARE RIGGER„ 0 SCa� 1 e1. x FL � - - - - - - - - -- - --- ' I v I ,eex-alwwrw�rar raur,' p` 6 � CONDOMINIUM ILI �v II I1 � : :' wEM WATERFRONT .' ei _ .d . PAR�N LOT Ey n..e..au.w SAL W Nx .d m d N •�,• ," • Pse ere=1 i mlu,",n"m) Vii,at i • "PRIVATEER" HOTEL E XP AN S I G N a r q xa EXISTING MARINA PARKING l' d �' 4 PARCEL 2B �� '_i � - }_ ! / . m'�•\ I , d } -i` I - 1 RIGHTS OF THE CITY OF SALEM F- a j \ j rce In.1zo- 3 1123 COII&RSSS STREET i - d. = U° y - __ d - -�n $ a \ - - d t I. \ y CERTIFICATE $7440 GRAIN LINE Congress and Derby Streets ILIewc, "c'^' TH6 SAL6Y Wh6RFRUNT/PoTEL&S(/(TSS. L/G f1 li } i a I 5 • SALEM ASSISI YAP 3a, LOT aa9 L ( > /I \ EXISTING MARINA BUILDING BOOR 3A6,6, PACE 634 ^ -- „ = • • e - Salem, Massachusetts EL O . s i !' Z f d 6 AREA €,4.,Pf3P .4 1 �� _ -- VCRR a ,* -.„ Property of: Pickering Wharf Condominium Trust (Parcel 3) b I 1 Q "'✓ 4 - __-1-'b 1 \ d �� a ' .. rx.n ✓ `" :3� > I .^ I' and S , J 3 " ' a A The Salem Waterfront Hotel and Suites Condominium m o r "Al 2'404' u g i Parcels lA & 4) d , " CARKI mE..,. ses•le' "Es a '� \� I_- � I �� > c� ( and \ ( y ,x.�•,,n - The Sale it LLC . , E s -� g - -� _ a r a a� 1 P o > . rt ,I \!' i \ Waterfront Hotel & S , I l a � ' --' � —�� � .xn � nxoEx+x ' a ! (Parcels , m� � � � `' � m o Suites, ~� T �� sas•Ds'zo E � � � �.i � ,� >�a a «-", >z v �J_ 1 � � i OEll _ - q yy�� ripp wo.wx o, � , B 2A a0 2D) o — = ��- `> - - u- - a 4 - --- - --- - 1 e is x PLDE #O6 05 Date: May 12, 201 <. mo• m I - , - x e I -- — ---- -EXISTING G ' ! ❑.;�'e .I� - Iv 1 -v " a T - --'--- FZOATIN n- - - ---0= $ _ * ' "ARBELLA" \ EXLSTRFG � 3 A� - P ."„. Doexs 6 � � a 1 y SIT _ f '�* Scale: 1" = 20' Sheet 2 of 11 N d s a ? MEAN HICK HATER e v �' ��•' k (elevation 4.4 NGVD'29) - -_- _ " g d �� T PATROWICZ ANG AY -s ' \ >[ M MEAN LOW HATER - , ✓ ,. , , _ -����� i i W Wd ^ ; o (elevation-4.4 NcvD'zs) ✓ i - o — 1 xw "`•n,T •'' j �"�� T LAND DEVELOPMENT ENGINEERING h f O' a LAND SUBJECT TO COASTAL STORM --- �'""` p , �' f� a» c5 FLOWAGE/100-YEAR FEMA FLOOD COASTAL BANK .I ✓o o �" �' ' �° I +' •� 1` w°' ' �'ax x sx, .P. x,x. 14 Brown Street, Salem, MA 01970 1j d �,s a O Q % ._,PICKERING WHARF AE ZONE (Located on the vertical (top of sheetpile wait) \� • \\°�4;��J �\\a` - r (978) 836-6400 (y , pile ) - --- ! -=- - �, MARINA — face of the existing sheet wall F J O�Qz Y h yN \ (see note fs sheet a) - I. - ,x - •« - - T _T_ - _� _ _ - - g. NO SHORE SURVEY CORPORATION EP FILE LAND SUBJECT TO COASTAL STORM - r - 7 - RTH In 4 O �� PEONAGE/100-YEAR FEMA FLOOD i , �f"'� �% I \I `s_ -`"°"S-=gyp,- - - -- -- -"'- a\ j/ - 14 Brown Street, Salem, MA 01970 MassD d r� S 0 U T H (tidal) R I V E R AE ZONE (Location based on �` r :, `e ! y� ' _ #064— BRICK (978) 744 4800 a Be •+ I V I '1 � ° existing ground sidewalk elevation) �.-� n�„r s°"" yam ! i�/ ' j i M. Pq c d E 0 U O U Tlni I' U I / a z Im EASTERN ti's re `° :fl`° �•• �`�' „ o �`F - 1so> �I GRAPHIC SCALE m 1° ex) THE SALEM WATERFRONT 10 0 5 10 20 40 BANK w 'v 3,4,.,, FFE=I1.78(on rug) � y � �� d -0 92.38 � ��° HOTEL & SUITES CONDOMINIUM o- \ / o /c1� fl �� eke (ex) \ U' � \ Y z _ \\ >m s -y ,ADJ UST RIM 11.79 m ( IN FEET ) o \ NEK DmH[ CB RLV=H.51 FFE=12.64(on rug) 1 inch = 10 ft � f d` BRICK SIDEWALK a v ,y 5 I Ia e�'f LANDSCAPING S •� W \°' R�y11.94 I °$ v J `{ REFER TO UTILITIES SHEETS FOR DRAINAGE PIPE INVERTS, SLOPES AMD SIZES it lk VGC(FLUS�-� �,° C�\ > � I I TS, 2.0% °„ 1 4 °` �„ c'� r'T-C� Off° O REFER TO UTILITIES SHEETS FOR PIPE CONFLICT CALCULATIONS. p \ p2tl1 - Z ,; 11.8 x)$ (ex) CONDOMIN / NN5 NEW CB ,&o- �, � m " � ex w •x / RIM= 1. RESET VGC / o$ I CBIRIY=10.47 1% MAX (for new grades) E PARKING �LOT SLOPE y a NEW VGC I � o v FFE=26.62(2nd floor on rug) os i'� AB D .� 2.38 �m SN ar Apl .3 11.55 vcc (ABANDON) ° �12A� ,DMH - ° -- --- ex RECONSTRU ' - �� �� O CB R/Y=1 .36 w• tas RAMP off° N (AaaNS o o -ls° , ,z.,o l.o% ,tib' "TANCOOK } vc -lp• + t I I - - 12.00 0 ,r'o- RESET I (.+r s•d �_ - BUILDING OVERHANG > 11.60(e�-- 2x40 RE T VGC + 213-,1t \ p�� I RCK SDE L I 1OFFE=12.69(tile floor) - - - _ 19.60 +11.Ta 6 / 11 Y•f g ..Y \b�, (for new ', N. O1y� �-� 1 /1 moil fBor'new'grades)I � ^` / RESET CRESCENT T/\ N • f CURB(VGC) ' LF \ +12.23\ 3 0 ,DYH -10 .58 a. `..FLU$H CURB // o '9 LANDSCAPING p�° �. 5 eq �S ti� '��^� - - _ �� BRICK SIDEWALK \• s N / °° •2, �A °,.,. �c (for new grades) '$' o 1 ' In o I -� / / ,ao- 11.75 __ 12.59 '..� \ HO ° „ BRICK SIDEWALK -m- # J ss l ro C •\ \ of Oyu a FLUSH CURB I -Izs k ) , \ REUSE(ex)V C & 12.19 - c RECONSTRUCT 0% o / �� $ h \ �Pp _�� I DYH Rfw11.79 x 12.09 g 11.70+ 111dc _ wn�K \ q ) / \ \'" / ^ 1 \ NEW D�(H 1.98 ,„'HC RAMP I 1�ovl I s�� E RESET yr a x 0� +� NEW HC `, �. 5 \ + Fj i�'ic +12.15 I I 1" BRICK SIDEWALK o o ,�•y. y� - vy°" 11.40 ex a W / 1� / REUSE ex VGC `° ,"`° RIM=11. 7 i 12.40 I (for new grades) E NSTRUCT +11.20 • a' V I c/ / � , ( ) p�F o �� 0 \ 41. s RAMP RELOCATED LK N \ ( " in a < °� °1° / o / +12.20 '"3""' v _ o W -FLUSH CURB /� i T eta �� I 11, 0+ 09 ,41.80+ FLUSH CURB WA RAMP(s) rYo` a 3 p / o - -- o T� 12 0 \ ' I 6"HIG I ,� 12.00+ HC RfIMP °,,(max) , o • �� i o -� \ J +r' vcc .,K 11.50 ^" d / ' i �� - EX.ASPHALT R ° ' \ TRANSI�IaN _�CURBFCjVGC) `REUSE ex VGC +11.30 11.80+ a� 8s ti o ROADB'AY (MINOR RE-GRADING & J CURB(�GC) -�M 099 ( ) I FLUSH CURB FLUSH CURB EW HC 5 I R ) - ^ �F ° I I � -- CI RAMP - / 6 8 0+ t 1 I o „ a p�/// °I .o- O g �� I I -15"Drv.in{PVC)-__-_ 1 •y° R o '' a` • ' / ' i \ I '----- ---- ---_-_---- DMH JUNIII .31 I rL ° • ` - p�T T � .•>° o/ I t09i : k TRANSITION x URB FLUSH URB N t ✓ I -7-o.-- C 4 +12.15 p -tw--��---- °e .a, LDE ASSUME -_1s'I. .'. 9\ Dau % � I x ALL EXISTING DO 1.810x) x ?12.17+ s - _ _ S- C °1° - - - C FLUSH CURB i w -GRADIENT PIPES ARE FUNCTIONING -- `¢ ���} ExlsnNc ASPHALT Ronowav x �° 12.29 - ,, ° - - d� C I 1 ,0 1.3 a FLUSH CURB c� PROPERLY 1S I RAMP / t .40 o O 0.69 s ' Mp 4U I (,. 6 I NEW HC REUSE(ex)VGC o m 0.6% 0 0.69 12.43+ 12.43 I �>/ d� 3 os I I 5 +1 0 } o f I 2\23 -T° = _ a C 5 RAMP 11.80 9 NEW HC ° I a l b 0.6% O.F% 1+12.43 7.0%° _ x o � 1 o RA31iP y& 1.93(ex 10% 12.09+ 0.69 +12.11 0 ° x �TQRMCEPTOR QV 12.29 ( \ 1�. 12.23 �1 I (max) u.o RIM=12.21 ,�d�l 1; 0.59° +s �I 15 35 - 1 +Z P� xi �' ,Qa 0.5% 12.15+ r f _ RELOCATE T T " • �. ' -��P0 .p I , s �i EX RC RAMP ., s t-- ` • • . , � = 12.49 o p�.� i ; 3� :f t 2 •.; s•" ° BRICK SIDEWALK - 100-FOOT ER- RIAN ° to is N .���_• ti19 12.26 I 0.5.° i Ic o �p�° RESET\ s' REMOVE X-WALK o (see y,j.7N j� j PA ZONE '• •+ �� i i --t p� y' BRICK SIDEWALK M �° 11.4T 1 .97(8x) > e^ a•o- -- .� //"• !.. shee4 2.3 1, (for new grades)\° �t x s 1 8/ 1 EXISTING ASPHALT PARKING LOT / �� • I irr 0.557 ;r r ,° F CB RIM=10.63 / +FFE=92.50 1;.26 z 1.07 ) x 12.1x ,------ - REUSE •� t3 12.0 2 p v s' "11.99 !R(Ind) °: ` r " N (if possible) 1r}�r�� 3 -1TOmi Rcpp^) BRICK SIDEWALK ;a„ •:ex 1.S% . ,a' �O e,. d _-_ x m P ) g¢SI7 _N4� ' a• VC C - - - p® o,�• ;1O� CB R1Y=10.57 d Ile' fa cB REUSE p ° , ' - - s R E o ` • vcc aP _ 1 J RESET BRICK WALK O ASPHALT 4 ^`'^I i -"__ _. - - _. possible) + w ' �$t s1 T - ' steep p in this area) I �• #64.FFE-10.9 ( resho ) � '• BRICK N ,. 6� � for new grades i ee sloe ' � ea r w b a �• "ARBELLAII 11.0 _- '- s'1 'g¢ ,�0 o >�: EX PAVED PARKING (TO BE DEMOLISHED) - PROPOSED (j gs BRICK SALEM WATERFRONT - �° ° - '°� - NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED 1 g � ,, TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD It 8% ; FFE 12.50 HOTEL EXPANSION ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. 26 i .�`' PROPOSED FFE= 12.59 o (' NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, (ex) i - FFE=12.50+ 2.49 `` °r (NGVD°8 DATUM of 1929) 0.4% 12.43 �, THIS PLAN IS FOR PERMITTING PURPOSES ONLY. N I FFE 12.50 0 ' ^ ''25�ar a� D0OR� s i B -,2.38 CONDOMINIUM x e I, •t // ) �- ° x x �� 'cNtN Of MASS (concrete) - 1 " AC - PARKING LOT s SCOTT IAN Cy '� °y. FFE=125 °• � o ,,1' � PATROWICZ m s - - - - Dooa - - - - L'.�. - - - - -� . +HP:12.50 o Clvll. U / I01 (IN BASEMENT F" ` U oL FBE=zsa ) r !s 4 � EX.ASPHALT PARKING LOT (TO BE DEMOLISHED) 1 " 9F°'33656 o " Seo- 82.53 .. J w (concrete) ° S G/ z (ex) I .x 12.44+, \ NO. DATE DESCRIPTION U )i EXISTING ASPHALT PARKING LOT z \\ I�� EX MARINA BUILDING (TO BE DEMOLISHED) _ SITE PLAN C? \ FGE=10:a 8 _ s� � ' 4 O V \ � I (concrete) I � \ FFE=12.59+ '1 2 9 TO ACCOMPANY A ALL ROOF DRAINAGE FROM \ ° x s m o CBRIY992 NOTICE OF INTENT APPLICATION Cc, >� ' 276 r - PROPOSED BUILDING SHALL vcc s$ a �" o \ ex I EXXyT"AT THIS POINT arc° • e -� a - ( ) _ . 0 FFE 12 i - 11 + s +� , FFE-12.50+ \ I 1 +12.49 1 .r Q ,,t. \ o, 1+12.50 12.49+ FFE=12.5 + --- ---o i 12.49+ FFE 12.50+ d s O .-� PAVED SIDEWALK showing -------- 1 oo 12.49+ 12. 9� ooR ���� I � INSTAL - 'N W ,2.49+ � 1 /1 °_ GRADING (EARTHWORM 1 LF SNOW INSTALL 210--ELF HAYBALES o1 o z - deb � � I I o (strap railing / (set 9 for 7 xs on existing concrete N o< a Y TCH TOE W LKWAY +12.48^ near g �r a walk 47- +12.72 3.47% ,2.,7++,2.46 �A - + rosian contro'l'� �� a, -- -.n I (southside of project) 13 oz ---- A ontroi razlxn y I D . . s 8 I +10.3 g� U. F- DH . . . . . . . . 3.47 11. ------ / `°+ 9 = �n+v o � for the REMOVE/RE-INSTALL DH(fad . . . . - - -- ------- __-- 40+ l 8 i • • 3.47% 11,1 o r CHANGE COVER TO DMH g Y ?t 3.10 a' j s ° ---------- - --. '-` s i 2.95% e" y. m 1 -------- ------ -- - 12.40+ wx IN!Aoid---9so W BRIDGE RAILING & '^` � --�--- ' • • • � '�` �,' a v MATCH NEW CONCRETEp� ---- --- --- . . . 2.63% - - _- 12.40+ SALEM WATERFRONT p ��-.;, 6 o ROApSE --- . O.Ot w W WALKWAY TD EXISTING ------ ., <y ;Y ' o p °.. ALKWAYa ; a --= - _ o (flat) w - w - - �y D W E CONGRESS'�STREET ' ice- ,,..,: xlC4 R��� „ 3 ----- _ o �V a o� < °' a . .� v 001 +,0.35 m SIDEWALK r MHD h / -- - -��- --eEAM t,-e� ]_ Q y tog -- • ndem _ . . . . . . . . o New O3 -- Tj • • --- __---- ,. a 5, wo �or x SIDEWAL 7 0 HOTEL EXPANSION ( I - - _ _ _ ra vere;o- x. fn CANTILEVERED CONI V specifications and -------6") --_ ��--- _ - �,"_ "� , 4w.ai'r.r' �)- _ ____ _ •W O � -= ro . . . . , s ..,,,. - -_ OF =-_- _ _ NGI P£AM... s ,•'°'<`e ales=ee>ea< - _ _ ISTINC - AC ,'. _,:. IHVout: -3.9 - ------ -- �� BOTTOM EkI5T1_ Fapprovals) o I f I (MVD of 1929) _____________.-_ ��---NI E BLOC=�WALL N lOf' _-_ _ _ =c_ - __,_ a'1 1•,�< L a' r�L Congress Streets sad W 1 a ---�---Gr GRANITE B'1 OCK ShAWAI_ ° 'Q `N a-< �VZWEn»<a `_ _ ___ �1�^1 A7�7----- EDGE __ ---- OF CAN➢LCVf ----- RFD cONCp� - - EXIS � _ � �A��ET I - __. TING --�����T���---� LKWAY- � - '� •C��EgiFA-Y------------- 0c' a°' OL I Y / - - FLOATING DO INSTALL -----_ ` a ExPsi N`'r sF'w"" .<, :» w• ` Salem Massachusetts . . . . . .' � � ngre an z AC Q �� •d DOCKS 215tLF FLOATABLE BOOM - r of Pickering Condominium Trus (Parcel ) OL " �� - -- �� - t- �3 (�r deb --��--- _h fro. z MEAN HIGH WATER xis control) - �,��- �F Property 'ng Wharf C t (P 3 - EXISTING GANGWAY �c a o AC °"c Q (elevation:4.4 NGVD 29) & L U pei \ -------_ EXTEND EX. 12"DRAIN ------____,- z• AC The Salem Waterfront Hotel and Suites Condominium o m a - LOW WATER \, ------------------ MEAN ---- AG (Parcels IA & 4) (elevation -4.4 NGVD'29) \\ U• '° 8 AC AC AG The Salem Waterfront Hotel & Suites, LLC PER CITY SPECS. I r- AC (Parcels 1B, 2A & 2B) o xao� : � Q I LAND SUBJECT TO COASTAL STORM /jag # 4 G UNIT ( ✓ ) „ (NO H W o MARINA FLOWAGE1100- YEAR FEMA FLOOD to o sheet a wall AG1 �D ATION> COASTAL BANK figure#2 PLDE #06-05 Date: May 12, 2014 .:j Scale: 1" = 10' Sheet 3 of 11 i m AE ZONE (Located on the vertical _ _T ` 21 V I J'`- - - I a� , I 4� a� PATROWICZ w `_ face of the existing sheetpile wall) - - o a �, :e a �� see note #5. LAND SUBJECT TO COASTAL STORM - oummzrmp) - - GDNGRE�RE`"P LAND DEVELOPMENT ENGINEERING _- INVout�.65 - --- .. 21'G'RCPI.,'. ta(ROP)-" \. FLOWAGE/100- YEAR FEMA FLOOD - 3 - °" 14 Brown Street, Salem, MA 01970 - � - (978) 836-6400 Q) rC AE ZONE (Location based on - PAVERS FF 1 LJ 0 U T H (tidal ) R I V E R NORTH SHORE SURVEY CORPORATION r ` L� existing ground sidewalk elevation) °` 14 Brown Street, Salem, MA 01970 assDEP FILE: �J M �� V �° (978) 744-4800 #064- c 0 E c. 0 M_ U svi GRAPHIC SCALE 1pp BRICK SIDEWALK O� °' 10 0 5 10 20 40 r ,9� ...�_�ONCRETE 9' / q ,A - So s ,� / BRICK \ LANDSCAPING _ � '/ "' 1 / J a` .y 10 ^ LANDSCAPING \. / a ` I /10' ,°� .$ .J A, lAl FEET ) r / / _ CONCRETE "'K �" (} ' ° ` ` 1 - 1 Inc - ft. , d d , Pp VGC u / "o _ a a / A/ 's h I I CB RIM=9.57 los I t/" EXISTING DRAINAGE �D ` fcJy_______ �+ 4,EoNCRETE � I STRUCTURES TO REMAIN // - DE K _`'� ° qd' BRICKe SIDEWALK / 4iy VGC p \ �I ///�•� ° ^ + i 1 .L>, D 1 VGC ,� / BRICK SIDEWALK ,*� � I CH R77/12.18 / BRICKIle ko I CB RIJF=9.27 / , I ye 41 Ile IT / I / oaBLesroNE -. - _ —�-CL — -- _ y `v'' _ `- -•, -- -- — / — \ ICK PATIO (grades oo-lhis_fn;tto were adjusted from the grades shown here) BRICK SIDEWALK Q BUILDING OVERHANG �12.5� r i ,e , a I d' I ------ --�-- 'P` EXISTING PARKING LOT " (TRASH I el up ° o \ Ip (to remain) p" V 1 s B�ICK � \ --- / roe° m EXISTING PARKING LOT l I 1 ° e p3, a \ Y (to remain) m � I 4 m w F Y OUTDOOR V I 19ti / REUSE(ex)VGC ,J� I' SEATING m 1 11.78 01, g ,m v (ex)* y I 12119 I� ° o ° /LP , / (e ) BRASH RD.INVovt I — a I ADJUST NEW VGC in field) TO LINE UP WITH EXISTING VGC � `� coNcltnr (match height of existing VGC) e I M ' I � •`'' � RE GRADE NEW PARKING s� 0 M / _° / ° �d ¢��l AREA TO MATCH EXISTING c Y=fo. x � 1 - - --- --- --~) / �4 ��I❑ PAVEMENT & CURBING 1 0�� REUSE(ex)VGCILL / tJ -_ ,°Y' BRICK ' ,:` 1 - 1 / V � "°� I °n , NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED / T BASE / / I TO ADJUST FINAL GRADES (only with PUDE approval) AS NECESSARY BASED ON FIELD Q LID —�6 - -�--- -- �1223(ex)q,.'1 44 ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. 04 N I �� / (e�) I NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, > ,� �& ° (ZEUSE/RFET(ex)VGC I ` I� �INVOld THIS PLAN IS FOR PERMITTING PURPOSES ONLY. , e� N `� 12.48 `� 9 (ex) / 02 SCOTT VAN yG vrn pa - __ I '� PATROWICZ m REMOVE(ex)COLUMN ----- .�" __ - __ - o CIVIL. I °� 3 --- +-- „►� ' VGG(new) i THE SALEM WATERFRONT �° �1 ���� wAL s � HOTEL & SUITES CONDOMINIUM �� ` m f` - I NO. DATE DESCRIPTION I �2'° w a _ � � _ � NEW HC � O A A ALr a _ I EXISTING PARKING LOT -` W Nrb � I NMP I I-"� e ° �^'' `'-' _. - (t0 Te7Ila27L) / 'a x �I#FFE=12.60(on rug) - r I ANEW BRICK N I p � �entr¢nce"area) 010 SITE PLAN vcc ' REFER TO UTILITIES SHEETS FOR DRAINAGE PIPE INVERTS, SLOPES AMD SIZES. REUSE(ex)VGC --_I REFER TO UTILITIES SHEETS FOR PIPE CONFLICT CALCULATIONS. TO A CCOMPANY A O - .>>° :s `\ REMOVE(ex)COLUMN --�-- REMOVE(ex)CANOPY RD.INVout - ; — - - - - NOTICE OF INTENT APPLICATION showing a r x-11.5- / �. J z ` a �¢ pf ;� y�. GRADING (EARTHWORK) Ne w ° fl REUSE/RESET(ez)VGC - �Iz (nOI LhJidC+ OI project) z BRICK SIDEWALK U l/ _ / l ' a ` LANDSCAPING I �� m H m , LANDSCAPING � ° v wen I for the / a W o r °a DOGF2 ,9 1 Cq Y _ _ Y _ _ _ hI SALEM WATERFRONT U * y, K o '° RD INA' 0 a ` CHANGE COVER TO DMH/ _ 6 ( floor)FFF.=11.80(on afloor) -� y CB RIY=71.86 1—__-6••q/ppC)_s��__ _—__*._____ .INVovt � •`� - s"� (+oo!+vrolll.." It s',r*°°, rr FFE-l2. 2 on or RIY�+10.99,-- .y / A' � •s / °^ � HOTEL EXPANSION ,� Co w Ko� / , g�L=„.B-v f j Congress and Derby Streets W I ! (REMOVE) II r 1 \ � r� EASTERN i �� i Salem, Massachusetts �� a �� C � , a� •,� a �, BANK 1 } a,+ 7d j Property of: Pickering Wharf Condominium Trust (Parcel 3) -� �' ”-FFE-12.63(on floor) and h I s o a y I m y j �\ The Salem Waterfront Hotel and Suites Condominium w� �5 o y 1 _-- RE-GRADE NEW PARKING A (Parcels lA & 4) and •($o I AREA TO MATCH EXISTING The Salem Waterfront Hotel & Suites, LLC B �� J� d d°=� J PAVEMENT & CURBING (Parcels 1B, 2A & 2B) 0 f' ' j •I Ia• PLDE #06-05 Date: May 12, 2014 Jer \ L R ! Scale: 1' = 10' Sheet 4 of 11 V l 1 y ® /�Ga _- N /% BRICK PATIO � 00— ��' OUTER—RIPARIAN ZON LAND DEVELOPMENT remove I see E �/ CR RIM=io.Ra Cy / -.v 1 ' sheet 8 14 Brown Street, Salem, MA 01970 0 RIM=11.10 2 / �_^ I� i rn / z 978 836-6400 5' ---- Iz . ( ) e� x" I D. 1 a R INVout w � , ai a' �� ti � •�" (ex) Ila NORTH SHORE SURVEY CORPORATION —� rn a a // [� I i til= 14 Brown Street, Salem, MA 01970 MassDEP FILE: U� �, /// I Ilm \ (978) 744-4800 #064— cc \ C Q1 E J O O CU lei I a / -� c� 0 m ' EASTERN I ; Cas MeeeT � ADJUST RIM=n.7s a „� � GRAPHIC SCALE �� C�IM)11.41 � oN -- THE SALEM WATERFRONT ; D 0 5 0 2a w C1 BANK ! / i � � Ii i INVout(BJ=s.ss I ``•, NEW INVout=7.10 , A', A __ HOTEL & SUITES CONDOMINIUM ;.., cc�w I N i L - - 1\ 0 v IN ET ----- �_ !J �' ` ! I , '� NEW DMH _ ,- B_/ o -- - - i� 1 inch FE 10 ) ft. ! W ' D_ OD RIM=11.84 _ BRICK SIDEWALK '• / o INVin=7.02 s I D VIF) VERIFY IN FIELD PRIOR TO CONSTRUCTION, I.E. CONTRACTOR SHALL DIG ! I I I LANDSCAPING �� I 1 Z U1 TEST HOLES, MAKE MEASURMENTS, SURVEY, PERFORM CAMERA WORK, WHATEVER IS ® ,� � y INVOUt=6.92 NECESSARY TO INSURE LOCATION AND ELEVATION AND CONDITION OF VARIOUS is / I !� I -�- I �9 ' m LA EXISTING UTILITIES TO INSURE NO CONFLICTS. N Ik i vcc(�usHi -=T n i • .�0 ^� p.. (aim i ri. m is ; Q > 5�0� Q p /' ® (VIF) APPLIES TO ALL SITE WORK (AS SHOWN ON ALL OF THESE SITE PLAN SHEETS) j i H Y w I > NEW CEI ti Z < % & tell i / NlVout=708 ® o c < m N �T R / OND INIUM on a T% / d �ti i , ARKI LO �� y 27 ,Y47 _ '•+ a (ABANDON) \, "2 'I / Sb !`m- I DYH RI 1 .68 INVout=6.70 o < _ IPEE-CONNECT i d c cc ce foss . mc --- $ tHvi+1(B s. cc 0 O�u�ty - 1-- - I INVi C .25 ,o. R`a - I v INVavtL6.70 B $ N /.� ,q' _ (ABANDON n �` - - -- - _ / T I �� CRESCENT I I - - �� I INV D 5.17 '• a . I - 1 '. VGC �72"DRi E BUILDING OVERHANG , NEW 8"WA l../.ay +KPvc)- v o i - - -- ) I I / n f MAIN TO ) --__ EXISTING ` - s -^� 3 - i - Z TREE TO BE �\ A 6' WATER MAIN i ���c / TTTTTTTTTT PER CITY SPEC. REMOVED ` (ABANDON) \_ o NEW DMH p d 0gQ1F-'7 a I \' '\ U DMH RIM-11.09 `'qe RIM=11.97 , I i' i' R U BRICK SIDEWALK \ G �''!� I `. LANDSCAPING �� z �..,;.. qN0 BRICK siDEWALK ADJUST RIM=11.79 si" (" "u)• N Tds 1 3 NEW wC /: INv.,(aJ s.So m ✓ 0/y) - INVin=6.50 ca / / i FXH wY=n.2o �t� a • 9 /I I i'^ - DMH R/Y=11.7% :gz' / \ ( � I � -O �__�__ -INYin(B)=6.45 `z ® '�R'CJ� � VOUt=6.07 � j INVi x)=ss5`DISCONi1NUE:CAP) BRICK SIDEWALK BRICK SIDEWALK I� ,/ vG� V. e In I' I � Z • INVin(D)-6.47 ------ co IN v A 8"x6"x6"TEE I I P f0 •\ E%CATV RIY=10.67 /NV%4EJ=6.56 A N -__ I I INVin(M)-6- 6 INVmd(Fk8.45 r*I O INvin(YJm6.75(DISCONTINUE:CAP) / / ,`- I I BRICK SIDEWA. 1 In NEW RIM=11.79 _ INv,a(N)=s.ss ' L Jam` , (NEW) 8'W(CLDI) z•. o H / / 4� / • cq,, �- ----cArv(uc}--- - \ -r / / / I .m --_. (to remai7t) / 8' (NEW) i 8'W(CLDI) �. A ---- -...-_ --- m (F� ,S. // / / / - -- 4 i (NEW) m I ` y I NEW ._.._. - w - -- - -�cATv(Uc - -..- R s�o°'ai / I __ r 6"WG �` .( n (NEW) OOf...a, 'SYn i 1 - = ac �/ , _ _ \ caTv Aa'V,a� U ✓ 2-cas. _.._. •� -0 _. - __._ --._.. -- - - J (NEW) I i v OR' �rej�l.._ 1 - - - - - vcc - / / --- fi!WG NEW -� �� \�� -Box 8'W(CLDI) q//Vq r i CATV(U0)_____ ri� i G(NEW) c z..cas -- (NEW) C) in /' / ` , � CATV ---- l` ,. _.._. _ - o. 8•'W CLDI _ A I � -\�,L g"WG 3 4^WG ( ) ) , � G� . ." f - Cl - ___ , / �• EX. VCC to 7127ILaiTt j V 1 100 �r BTr - - PIPE CONFLICT CALCULATION- __?n -.. ' NEW STORMCEPTOR I I 1S, •�,/ y� - - / �- \ - ---__ i/ ••[! / I �" FOOL Cl--------- - -- - "-._.. U"C RIM 12.21 x N T NEW) (NE _ _ )6 , o Q 8"WG1', Uc ------------ W) F,�� � ( ) I FFER ------ - as I 1 I ��) - i- ) ' ( '� Dns I (NEW) I r T NEW 6"WG NEJ cc 1 ZONE -----_ S.INV(8"NEW)=7.64 I INVin A =5.99 1 I M ® ( ) / CONNECT AS R 1s" i (me S.BOTTOM OF PIPE(8'NEW)=7 54 r Nat.0 ` Cs specs A7 1 PIDYH R/Y=11.51 S�i1 Vex I �'ed B) I --- __ �7-o �r _ - INVin(B)=5.99 Z..cas 1/ I -�c ,/y. I Pa=L09R - 'J ✓' " TOCB) _ a D.INV(12••NEW)=5.99 --- __ INVout(C)=5.74 i -�'`r - --__ l/! P E ASS D.TOP OF PIPE 12"NEW -7.19 ,�, INVOWQ)5.91 ------------ --i----- I ..r,... ,/ lNVout(QJ=5.06 UM S NszoJ"`i'49% -'� c-- CLEARANCE-0.35 ok SMH RIM=1 15�- -{� F �� i',, NG DO / . A -- ® °"' --- - __.._ ,' / / 'INVin(R)=5.15 _.._.._..-.._.._. ._._ _.._ _ ._..- -GRigOIENt.PP INVin=7.64 - ''------ /, - SOR35 � - _. - _ j -�-2"Cas-..� ,/ / � _. J '� - _.._2..cus-. ---_-- a ---------------- INVout=7.24 • I " F 1 PVC - 2..0�-. _. S ARE ` --- W < a I VGC new N(NG PROPLY -- m s ° I Y --- \ " ® c /' i i i .' / K a TEE CONNECT I t 9 ( ) VGC(new) Y I c I slwc nsPHALr RogowAv NEW DMH NEW 59LF112"D(PVC SDR35 - - I i i NEW 8"WATER m ' - I RIM=11.79 I ) 0 1.OR --- ExEYH NI i.1s pp REE TO _ ---�- i ' ( )= ' 14LF 8"S(PVCISDR35) 0 1.0%- �� ,,�P�l +- i j /� / d EXISTING � J`` 1- REMOVED BE- \ i INVn A -6.68 I I qtl NEW RIM= 16 / \ \\\ �� • I INVin(B)=6.68 I o" O ---- / 6"WATER MAIN ! > ' INVout=6.58 10LF 4"5(PVCISDR35) ® 1.0q �`�P� 1---- \' _ I PER CITY SPEC.' TREE TO BE I - 1 REMOVED i - • / .;'i P io 15 z i i �E-eox BwcK SIDEWALK J SYN RI 11.95 I _' ®•. 1 j z • __ • • _ I __ I Om / I j BRICK SIDEWALK , E�EG(UG) XFR S.INVout=7.78- %! •�.�'!� • ' I ..`" ' / I ' I �xvrsrc) s60 j EXISTING ASPHALT PARKING LOT COVER DEPTH=3.5'1 S.INVout=7'74' w a ---__-'-__- ! r�1O END NEw VGC (INSULATE PIPE FOR GREASE TRAP • A INV•ut(AJae.47 I ----" _ RIC E ._._.-•-i �C. , ---- ----- CONSERVATIVE FROST ( P Y ) r I �i - - - •- - • B- n( )! ) }� �iR((nd) - ---- CB RIY=toss (spec b others I / 12 Drat RCP 1- �1 q b K slD WALK w (connect to ez.VGC 1 �6r I -------�--- REUSE C8 C8 RIY=10.55 i / WI `, " - c 1 Glc. RWtto PROTECTION) 1 / v�•r .------ �1 i ® (if possible) Nva a=s.00 i ^i ADJUST EX.LPvcc I I (if possible) / w J. S ra I HALL I REUSE r z�! I (if required) ryc3� l - C9 v31 + �./ I BRIryK WIG �� i RELOCATE (per Utility Co.Specs) �� I �� �\ n i "ARBELLA CL j w NEW GAS METERS ya�P O (per Nat.Crid specs) a V y C' I I \ BRICK �3 1 I NO'T'E: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED _--'- ! TO ADJUST FINAL GRADES (only with PLDE a roval AS NECESSARY BASED ON FIELD - PROPOSED - y approval) ¢ t \ i E(J 1 e Rn C I S'J��' 1 i ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. SALEM WATERFRONT -- REM°"E 3 �c N iN I I - I . HOTEL EXPANSION ��. i RELOCATE (per Utility Co.Specs) I 2 -s, 1 ''1 NOTE• THIS SITE PLAN IS NOT FOR CONSTRUCTION, )to 1 -__- -� `. i THIS PLAN IS FOR PERMITTING PURPOSES ONLY. DOORS i I I OF Iy1 �pN,tH 4 sq SCOTT IAN CyG PATRwill m 'aa I I eT I� YBlaCtric AI DOOR _ _- - -I I < I O �o N BASEMENT, �>��- S �4> CONDOMINIUM \IFS, P� PARKING LOT , a j I O� i / / ; I ! NO. DATE DESCRIPTION I EX.MARINA BUILDING (TO BE DEMOLISHED) EXISTING ASPHALT PARKING Lor z _ SITE P N / I u V 1 I I 1 l 0 c� j l , OS,U i RELOCATED LP i TO ACCOMPANY A o r I 8"W TO f sc.,sc o I ALL ROOF DRAINAGE FROM FIRE m PROPOSED BUILDING SHALL '! ROOM PUMP o� J,U� I I Q..w To o-._._. ._._. 17 - - --- NOTICE OF INTENT APPLICATION s U� - - ---- ------- I EXIT A I 1 O e I � � 1 I I I � DOMESTIC � I--- _ E(uc)----------------- r------- I E(UG) --- showing �WATER ROOM PAVED SIDEWALK i j ------- = R li I f I j Z C AUC) ELECTRIC ROOM ' !I UTILITIES I II i rwj I �O m I Y f ---------- - I -`` O Uth for the r C 0 JON a i s si e o project) -- P I ao ^ I II DI#(fnd) _ - - - CHANGE COVER TO DMH WREMOVE RE-INSTALL i --_------- ----------- y - - - - - - -- imd�zo7 / PROPOSED wALxIPa --- ----- --- ----- " "ARB A ---- ---- U BRIDGE RAILING & I=�5.<;.� _ L EL 11 SALEM WATERFRONT U 6EJ----- ------- 1•; .uATCH TO =----- - --- EXISTING sHEE"r PILE WALL EXISTING WALKWAY `7°20 a c ---------------- - -i - EX.WALXfIAY °"ae�°epin =a'nme„e,ea alkwavi (CONCRETE) F z HOTEL N WALKWAY TO EXISTING I , �, _ CONGRESS STREET NG 1 BEAM - MATCH � y•.�.., CID - -- v $�'I v 0 a r - � I Exlsri f r •'_- �i -* ������,�E� w� o Exisnnlc cANTILEv>RED conlcRErE ' I co SIDEWALK (per MHD our "° �,+ _ �'' -- TISTING BF_AM " ' + } � - --- vX SIDEWALK LFq�h - ��"..n2 g_y _ _ •STING 1 I INVauC: -9.9 • - BO fTOM 01 GRANITE _ _.._ -_ - - - U) specifications and J, (HCVD of 1929) CCO A EC -- __BLO K TOP OF GRA - L,Yoa ._ --- - - � A� Congress and Derby Streets approvals) a NTINUE WOODEN HANDRAIL ------------------------ NI TE BLOCK SEAWq LL - .a _ a _ � z AC -DCC 0 - - -- (match existing) EXIS AN I ,L w O - - rn weRLD coNc w ! - - -- _ - O T_ w y _ TING FLOATINGtts NAv --- -- _ _ V� I I - �_ DOCKS �E R - 1 - i h Xl TING I B_EA_M _ T I � o r ' N _ f Pickering Condominium um Trus (Parcel ) I Iz � LF ---- _ _ N ass e Ism -- �� I m MEAN HIGH WATER ------ Dx -- -------- -- w Pr o Wharf t z w Property g 1 o (elevation 4.4 NGVD'29) & � - - EXTEND Ex. 12"DRAIN - EXISTING GANGWAY . *�• o ac o ert n arf�C (P 3 o -- -- , The Salem Waterfront Hotel a Suites Condominium I w I � �' i � ac h ate and N [Tl I I o MEAN LOW WATER \ I THIRD SHEET PILE WALL �: - Ac _ (Parcels & / PER CITY SPECS. I p I rn t. i o t LLC (elevation:-4.4 NGVD'29) i aE The SaleWaterfrontCsa2 1 e _ Ac AC Hotel & Suites, LAND SUBJECT TO COASTAL STORM T �_ m ' i � � i _ i (No C Lo r I ac � (Parcels 1 2A & COASTAL BANK figure#2 -- - [,4 (P B B> MARINA FLOWAGE 100- YEAR FEMA FLOOD \ x"GT AT DN) ` PLOE #06-05 Date: May tz 2014 o v / (top of sheetpile wall) ° Sc = of 11 AE ZONE (Located on the vertical \ - q ;IF - 160 a ,\ \ Scale: 5 AC (� w I Q< z face of the existing sheetpile wall) I WALL "� Y LAND SUBJECT TO COASTAL STORM SLE„2,-,��)_ - - _ _ 2 � I � - � �� �� See note S. � � R F1 LAND DEVELOPMENT ENGINEERING m # \ INv.,a-o.ss 'D(Hcp)- 21 D""kms 14 Brown Street, Salem, MA 01970 o I FLOWAGE/100- YEAR FEMA FLOOD 1 -�-�--� FLEC (978) 836-6400 �� o AE ZONE (Location based on S 0 U T H t i dal ) R I V E R existing ground sidewalk elevation) Y LP NORTH SHORE SURVEY CORPORATION MassDEP FILE: r m I 14 Brown Street, Salem, MA 01970 (978) 744-4800 #'064- V „ cc e v I C - N E U O U - 1 I�H Rlr=fo.57 irn=2.36(AJ GRAPHIC SCALE INVine-1.m I B) T.SIGNAL POl• / •• \��� `�\. / ' '-.. •T11er %6 11 INVin=1.11(C) la o 5 10 20 40 \ BRICK SIDEWALK r„ - - - lx ` `� _ �.� - ne rNvatd-l.7s(D) ! 1 CONCRETE / A � / ' SIC„ �-- \` �� 1 is ® / �o'� - - , / •dater - 'Y C NOTE: HATER FLOW ELEVATION-0.39 ON 8/27/03 �:` \B �� FF , i BRICK / 'i°J'$L� _ IN ET I I I YJ LANDSCAPING - = T>'� `�- 1 (] - )� 1 j I LANDSCAPING \ ` ` - - SWW 4 -- _��f_ / I inch = 10 ft, p I / ______________ERIC)__________ LP _ _ D/ \r Y 1 CONCRETE O '- \\ *-- / -.`.` ��_ E 8 e.,er - - a I I P.S/CNAL � -- -� A ``-```- ��' -' �~�'"•a. _S- ne _ ,_ •�-_. VUU AI, CB RIM-9.57 1 I z' / lNVmd(d}=6.08 `\ in(PVC)�__�-- - - --` - - - - L._._._._Water-.-._._._. .-. I� R SDEWALK - - �(\')�• I 1 CONCREtE i / -_- 8. ICK .I r�� '% 'C••'fater - �+ /' fNV{n(B)--6.22 \ y� a. - A/ci - I Watery._._ I �l �JGI' r,( \ ' I = �"�`` Jety nom.-,`r-.',- - - os - -_ _ 46•• eupr 7y.a • QVC) INVi C)=6.26 \ - `AUC a -.4••C `'- yain S -- I A nk I 1.-._._.-6"Water-._.-.-.-0•.. I / y` i' el - 1 _Z `Te _ I � We � 9p� / EXISTING DRAINAGE � - "--�-T c �-� Li„� - -- i We -'``- I STRUCTURES TO REMAIN `Fx'•f✓wr� vc i - HYDRANT ---------- WC --- - -- f0••W�eT � �.- _ N 111 _�/ \ .. ` ' - / BRICK SIDF_WALK r.__.__.__.__.__._�._--- ASPHALT I "- J I CB R/Y=12.18 C � I 8'•S•Wer�-.__. III µ®µ{� VGC \\ --'_-B I I LLtL \ Cli l INVout=7.,B B I CB RIM=9.27 \ - /�- - BRICK I ♦ J 1 I .-„ E WC 1 A II 7NVmd=6.50 \ .� -._-- �- P� W - WC I i 1 III \ y Ay / S JPVC) -.-_ - - - nC _e --.- ..............-- 1 SMH R!Y;.86 I I \ IT IE, Nn•, SMH RIY 12.28 - -.- _-- ..(.._.. INVina 0¢ A) I \ SMH R!A/10.88 - - �_ ...... - I I lNVout�2.>75(B) III \� _ I•` oI lNVin=4.41(,U (covered over ""--._ - I -'- - I - M ` • I III /� - - - E o B ie.uruler the brick Patio) - - �, Y / - --- h I I r - R INVin=5.68(0) . I I ura�i u�l � INVxrrL01(A) '--.__- - � INVnd-4 27(B) \ A D C� / `" INVin=4.29(B) BRICK PATIO INVin=5.91(D) (grades on this patio were adjusted from the grades shown here) - -- �UCJ�`m _-A1C > 1 I dP l/ i - - I ---1B a BRICK SIDEWALK - 'J I 1 111 ', \ \ BUILDING OVERHANG x I > III j I \\' TRASH \-'- \ SMH RIM111.00 - J. r` INVin 5b7(A) - \ / CC '\\ i INVout-4.95(8) la m I I I I - ` /' i CONCRETE 1 I I BRICK l/ I INVmd=7.00 % /i��//// �/ //��i� � I - /' O > O Z I I II n o\\I 1 MS-3469 v y 3 I III I m _( v ip 1 III j V n I ELECTRIC I m INVout=6.40 i i 11 SWITCH GEAR 1 I , A W •� i `Q z k' Y I I III E (i0X a z INVout=6.56 8 1 O11ID00R T ���\/ '7�-t- LECTR[ I SCA TING I i m I I I \\\♦ LP.� -1582 I iL I d I j I V BRICK I BASE II i (TRASH Rot 0.•_ j i i i I 3 I 1 I i I \\ ♦. 1 I ' n EMERGENCY �_ \ \ - - -- -- -- - - '`I / 1 •\• I I 1 GENERATOR II CONCRETE ' to Co / O I i I I LP OJ\' I e y� 1 I j I \'J In I INV *'S I 1 I \ \ / P917 I / / RD.INV0vt=8.58 10 j J B+ ejf IV / I i I ! I ♦ REMOVE EX.LIGHTS I I I I ♦ A II /� W m 1U�� I 1 11 I I ♦\\♦\ I I I 11 / / I n N I /�t3<' lCB BVAn=7.10.71 FD M I I I I 1 1 ♦ S, I I GSI %. 1 i I I I iz INv .37 O n I i I I I I -_-_- - \\\.\ I II4�I / I I ,�1/ ,1(_I^r_�), O C) \'\ I I I pS ❑ %, "� ! z�, L%1 I "" LL I j arm \ \ �� Q� I j CNTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED v 1 i l \\'\ BRICK I %i fNVavt=6.32 /, ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD I BASE ice! -'I I ` '♦ h �' /� AlTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. QI I I I ♦♦A. - Jz INVovt=6.22 _ "I I> 4^s(Pvc) / NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, 6YH RIY=72.00 / VGcu INVout�.88 '(Rkemed off-center), g� fi 6 S' P ; h RD.H,,I,a.t=,a.o �� THIS PLAN IS FOR PERMITTING PURPOSES ONLY. ,Sj}NVin=5.25(A) / �� I o j ! I I \ ♦ 1 NVin=5.32(0) • 1 i� j O I A �� C�z' .i m '� /. (\I ! I1 \ \ 1 lNvxn=s.sa(D) _ _ c_ �H OF MA I I II \ea 1 INVout=4.97(B) A SJ'7P > \\ c' i `� ia O2 SCOTT IAN yG 1 j Z PATROWICZ m , 'I S TIE S No.33656 0 #`� /-'11 II i ' i THE SALEM WATERFRONT HOTEL & SUITES CONDOMINIUM W NO. DATE DESCRIP71ON \\ \ I ,- - �- 1 , d O ASPHALT I I 1 I ' Z I I I I \ \ I i I • Imo' 1 I w�-' , i LTMH _J ; z^�.I , . , _ I SITE PLAN v I I I i Q, f VVVGC i �� 11 ,�• I �, I CD I 1 _ ! ��� _ % I TO ACCOMPANY A 001 LP °`` NOTICE OF INTENT APPLICATION oI I I -_ __-- - -.--__ _ _.__-_- > 4 I I 1 ' I I R.,, ! LL I v I j I -" ° I (VIF) VERIFY IN FIELD PRIOR TO CIONSTRUCTION, I.E. CONTRACTOR SHALL DIG I showing j an j I j- II j TEST HOLES, MAKE MEASURMENTS, SURVEY, PERFORM CAMERA WORK, WHATEVER IS I ¢ 9 � I I � i to NECESSARY TO INSURE LOCATION AND ELEVATION AND CONDITION OF VARIOUS 1 UTILITIES _ p • _�tlK z I I 1 I z EXISTING UTILITIES TO INSURE NO CONFLICTS. 1 ja _y J 11 .G�.. --�' I K o ` I 1 _ -_= -----� I i (VIF) APPLIES TO ALL SITE WORK (AS'� SHOWN ON ALL OF THESE SITE PLAN SHEETS) ! Of FA(t/G)-_ T- i CHANGE COVER TO DMH LU I i ----� - - - -r i GB RIy It 86 j (northside of project) Y • 1 1 BRICK SIDEWALK -�- 1 I (aka.xd off-center) -i 1 U I I a ' I 1 _PE('G) �l% Nvin(A)=7.so d a Or e 2"Wate........ WC I I• Pd -_ _�_ - ___11 LANDSCAPING \`\ti4 1 1 ' lNVin(B)=8.03 _ I� I f th 1 INVaut(C�7.65(USE FOR NEW IPE) I I I I b LANDSCAPING 4Q' 1 I !"S(PVC) I m '�'- 7'•�ater_. 0 y�/ > 1 A \ INVouf-7.68 U i - -Or / / - - - i II ; ®H --(80"���) __- _-__ and-8.49 _ __'y__ SALEM WATERFRONT I I +__-__ RD.fNVout=9.5 O I I I I CB RIM�10.99 I ! i -� ++-D(fVC EI /NVord18.33 / C D j I I REMOVE EX.L GHTS HOTEL EXPANSION I I 1 N ILP I I 113 ) 7 t V I j al I I ? - A. _ _ __ 'G , CB RIM-11.114 1 EASTERN e I GLL a1ry a CAI 6.09 < •r Congress and Derby Streets ~ T , . t^ (REMOVE THIS CB) r O 1 I I I SMH RIM=11.58 4 , 2 I /: N I BANK : I (:ke wd a„ aenferJ mo 3 I 1 z , I 0.O /' PRIOR TO CONSTRUCTION, /� d Salem Massachusetts R' I 1 11 a " I i j INVim=6.32(C) I C I m THISSEWERS, IN FACT j Is EL I I 'C _ SMH RIM=11.17 I INVi+a=? d) abandoned? ' -._- - -'-- d Il I ( :r a - '1 , NOT BEING USED O I I 1NVxn=5.34(A) / INVaud=6.08(8) -` _... __ „at „•ed?- --'- ,� Irt Property of: Pickering Wharf Condominium Trust (Parcel 3) Z I I 1 B- rS rNVtn=sss(B) �z I -L INVin(NEW)=6.30/ B a ( ¢ I I A INVmd=5.29(CJ O V • \r- -�._- VIF) �, 4"Setuer( - A and ��,\ I - -----PIPE CONFLICT CALCULATION: /NI'ovt=7.68 J The Salem Waterfront Hotel and Suites Condominium SIC!M I �' i SdNV(EX.6")=6.46(APPROX.VIF) p i �`{� BOLLARc (Parcels IA & 4) y� S.BOTTOM OF PIPE(EX.6")=6.30(APPROX.VIF) and I 200-FOOT j • �T '6, i ��\.\ S.TOP OF PIPE(EX.6")=7.10(APPROX.VIF) -• The Salem Waterfront Hotel & Suites, LLC OUTER-RIPARIAN i I LP DdNV(12"NEW)=7.35 / E j i * • �� s �yF D.BOTTOM OF PIPE(12"NEW)=7.20 (Parcels 1B, 2A & 2B) ZONE CLEARANCE=0.10 ok o I i ' �bF''ts �� NOTE: PRIOR T�'OR'STRIICTIW4.Gpp�7RA TOR SHALL DIG TEST HOLES AT THE PLDE #06-OS Date: May 12, 2014 (see 7LOte #7, j i I -NEW 7LF 12'D(PVC SDR35) ® 2.OR ' 00yc� 1 EXISTING SEWER LINE TO INSURE NO CONFLICT'9ww�MEW.DR IF �"q� Scale: 1" = 10' Sheet 6 of 11 L) i i sheet 8) j I I ACTUAL FIELD MEASUREMENTS SHOW CONFLICT, THEN DRAIN LINE ALL BE 3 ®\\I `'. ADJUSTED ACCORDINGLY. PATROWICZ CIO cB tuM=m.es D a • / I " �' ! LAND DEVELOPMENT ENGINEERING d I j INvi (A;zs7 z I .. ��'--'-- INvmd=s.a1 200- i v $ 1 ', j I "I)=is C B 1 RM CB Q� +I T'------- HNo,d=6.86 (''OOT OUTER-RIPARIAN ZON 14 Brown Street, Salem, MA 01970 n( Z ` U) i ' % ( ) } z iQ (see '/tote P. Sheet 8) E RLLrNvaut=9.2 �! o (978) 836-6400 INVout D =7.27 INVout=7.81 - - pl t.` METER O 1• �a i I 3 c a k 14 Brown Street, Salem, MA 01970 MassDEP FILE: I NORTH SHORE SURVEY CORPORATIO (978) 744-4800 #064- c i l 4 Y m cy 0 m � � I 7 c ru E 3 U O U 10 W (applies to all sheets) Cn LEGEND CB R MY 10'71 � EXISTING PROPOSED i.'' fNV .37 O LEGEND (applies to all sheets) x ' j ('�� W [J cc I i - _Ij I Voftou�3477® ® CATCH BASIN ® DMH RIM= -- W i DMH RIM-6L67 INVin=(A) Salem MEAN HIGH WATER (MHW) �/ a cap ! i �j /� rwo,a s.47 • DRAINAGE MANHOLE •;' INVout=(B) approximate line - (elevation = 4.4: NGVD'29 datum) DRAIN PIPE -12"D- (elevation CMR 10.23) Ayuc) 1 i 13 w ! 1 i i *tr % NEW HC "I---__- HANDICAP RAMP -_-_U j ; 1 I x I ! i i ! - - - .� [�\ CONSTROPEUCT = 8.AAB RAMP , -E(uc)-_____� / a , I Roof CONSTRUCT PER AAB SPECS TOP OF COASTAL BANK (TOCB) J /' I I I I I ! I OVERHANG MassDEP Policy 92-1 Figure #4 f4"S(s 8)68 SYX Rrpr=fy$9 ,' d i j ! / VGC VERTICAL GRANITE CURBING (310 CMR 10.30) RDINVout-10.o Oy a /rNv= so(r I w I I I EDP EDGE OF PAVEMENT (NO CURBING SGE SLOPED GRANITE EDGING fNVoat s g7(e) FEMA AE ZONE ! -: I �0 10)4 ��� ----E(VG)-- ELECTRIC LINE (TBV) S-UE SB-UE (elevation 9.81: NGVD'29 datum) I �" j P-UE RIVERFRONT 100-FOOT INNER-RIPARIAN ZONE \- i 1 " 1 ,� j t�PICKERINGI1 cArv(uc)--- CABLE TELEVISION LINE (TBV) COM-LI Y/ --6•'w- WATER LINE (TBV) -w (measured from MHW) a w I \ .L.� ! \ ' j / • • wG WATER GATE (TBV) WG V4 (310 CMR 10.58) i I i i 1 / HYDRANT sa 1 i a r'°. : we I ! j i "�% --e••s SEWER LINE (TBV) -8"S RIVERFRONT 200-FOOT INNER-RIPARIAN ZONE I I , r �a�J Gas Meter -p-._ �• I r j - SMH RIM= (Treasured from MHW) I a j �J \ I I I ) �' / I / INVin=2.85(A) / c 'B I i i $ D SEWER MANHOLE STRUCTURE - INVout= • • INVin (310 CMR 10.58) a I v ` '' Cas _. _.._.._.._.._. _. I I ! I A ,G , �� ...............�.oB,r)._..OVERHEAD WIRE v _ _ Coastal Wetlands 100-FOOT BUFFER I cas I - ILP• *LPsn �• [. a d /" R/Y=1Q6b E-BOX 1 •- ! i M9.94 I (, n( X4.50 B I 1 T (iiz•at) UTILITY POLE WITH (measured from TOCB) v ! < Di ® I I INVin( )=4.75 I %/ LP ®Cats OR WITHOUT STREET LIGHT INVtin(B 7.06 1 INVi Fr3.90 I (st ) I i i6 D'a rNVin(c 7.a1 ! INV9ut(D)=3.95 ! �T INVin(D7.73 PAINTED "NO PARKING" AREA SPOT GRADES PER ACTUAL ON-THE-GROUND SURVEY I 1 1 I I INViit=MH 2.30(A) 89.1.^�'tbvt=s. Off''1 , j I , MAILBOX ! ;, I I i j a / i j I INVin=2.88(B) +57.7 PROPOSED SPOT GRADES / - - - �-- / INVout=z.23(C) wGtfi'I \\+ i �' "RUSSIAN AID WG 715 CONTOURS OF EQUAL ELEVATION -58-- - TMHSOCIETY r ! i a LL e $4 r,ko Q • EMB TELEPHONE/ELECTRIC MANHOLE Li SMH RIM=10.30 m 2 INVin=258(A) • I ! I I GAS LINE (TBV) �° rNvut=z.so(B) Gas I ; j u a m '� `� i/' cas Metes 0. cc GAS GATE VALVE (TBV) Gas Meter GAS METER(TBV) Is [AC to j 1 w F I I ro i j AC' AC AC � I °- ' v 1 '; T T [ TBV TO BE VERIFIED BY THE SITE ' I 1 EXH RfM=$.89 1 a 1 4"S(PVC) I m a I ` : o CONTRACTOR PRIOR TO GJ r I R B are RrX fo.48 o CONSTRUCTION FOR LOCATION, 1Nvaut=7s8 , i I i A q� •-_.__._. SIZE, RIM AND INVERT ELEVATIONS rtnrrvv..,,t=s.6 _r._._._. 4"Afti I c' 1 I i--6^water-. .,._._._._._. l �cJ as Meters AG AC AC , wG l GRAPHIC SCALE \ CasT�AC. Cc > I �j I i1wN ' tl r4 1 / CasII19 (. .RETE IANDI 10 0 5 10 20 40 • I 0 11:D • ' T G ••I ! CL CB =10.20 A / - ( BOLLARD 1 C N O. OLLARD I fNVi )=8. • 1 _ Cas e rs T o / i rNVi .06 1' kk ( IN FEET ) PRIOR TO CONSTRUCTION, I rNv }=5.71 -UL 1 v v J_ CONTRACTOR SHALL INSURE .v ISM R1 11.60 I /I ,% as 1 inch = 10 ft. a THIS SEWER LINE IS, IN FACT �� • su a 3� O - „ NOT BEING USED / I in-7 0(A) i / U • i ! k, Jt" < ' I NOTE: THIS PLAN ONLY SERVES AS A GENERAL GU[DE. THE SITE CONTRACTOR MAY NEED 4'•Seuw7(PVC I / g PIPE CONFLICT CALCULATION: INva =zse -1ATO ADJUST FINAL GRADES (onl with PLDE a royal AS NECESSARY BASED ON FIELD S.IN V(EX.6")=6.46(APPROX.VIF) ! �1 I i ACTUALITIES. APPROVAL (from PLDE) [S REQUIRED PRIOR TO MAKING ADJUSTMENT. CO BOLLAR ! 10 a I I I I I AD ' c•) S.BOTTOM OF PIPE(EX.6")=6.30(APPROX.VIF) STOP OF PIPE(EX.6")=7.10(APPROX.VIF) / wG J A •' N D.INV(12"NEW)=7.35 d wG' -}--- - % '- �• - �, ,. ' ?� i NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, W T vi U 1 " 1 D.BOTTOM OF PIPE(12"NEW)=7.20 `-' ' / / wc� -- ] CLEARANCE=0.10 ok �. ^w77 a' t m F ma 3 3 3 THIS PLAN IS FOR PERMITTING PURPOSES ONLY. N rn NOTE: PRI.OI�=CONSTRUC RON, CONTRACTOR SHALL DIG TEST HOLES AT THE K i i J�"I I I , 1 v, N T p00 ur M4.v N EXISTING SEWER LINE TO INSURE NO CONFLICT WITH NEW DRAIN LINE. IF I / ' ACTUAL FIELD MEASUREMENTS SHOW CONFLICT, THEN DRAIN LINE SHALL BE I / I I 1 Q es ,y U qc I / a I 1 v I I , m m m / p� SCOTT IAN yG 3 ADJUSTED ACCORDINGLY. ' • /I I °`TANCOOK I PATCOWICZ y U _ _._ fNVovi=s.e1 200- v _as • , FOOT OUTER-RIPARIAN ZONE $ 1 1 I Y ' CRESCENT 1 1 1 ,AD In - rNva a=6.66 R (see yLOte F. sheet ) RD.1NVaut=s.z / . w J 8/ w DESCRIPTION O I/ SITE PLAN THE SALEM WATERFRONT '� DOMINIUM HOTEL & SUITES CON 3 TO ACCOMPANY A AD o (VIF) = VERIFY IN FIELD PRIOR TO CONSTRUCTION, I.E. CONTRACTOR SHALL DIG j R ./ // ` \, I • IpG( w `\; ' I / » NOTICE O F INTENT APPLICATION TEST HOLES, MAKE MEASURMENTS, SURVEY, PERFORM CAMERA WORK, WHATEVER IS j / , \� I ��� I "WHERRY ROW U_ NECESSARY TO INSURE LOCATION AND ELEVATION AND CONDITION OF VARIOUS !j j EXISTING UTILITIES TO INSURE NO CONFLICTS. I.�p� j / N \ showing a } / a m \ \ 1 tl I I y j, (VIF) APPLIES TO ALL SITE WORK (AS SHOWN ON ALL OF THESE SITE PLAN SHEETS) �3 / h • y I Y -"� I w a / I.OND INIrtJM 1 END NEW VGC- � = n ; I`'' - UTILITIES I wI (connect to ex.VGC) i i ro Y i ARKI L, / l I CB RIM=10.47 DMH )Ulf-9.98 fNVin 727 INVin(1I�8.52 m , eastside of project) CB YF9.2J CB RlY==9.12 , / 1NVout=6.70 (r•-we I6r naw pope) INV"-t5.9q I INVout=4.92 j DYX RI -1 .58 T 1 d 8 r /NVin(B 5. INVin(v}3.82 - - 4 - -- - - - - INVin(G .25 "T AN C O O K /NVin(3)=3.62 A I `�' INVaat(T)=9.23 �_ _ , B;q,,�• ) �, for the I I - BwLDING OVERHANG -fit! / -13 fNV D=5.17 /,\\./ • I I !l - A B htAC)Ji}la j n - - - Y 3.Zw., B'C' F' eEN�/ \• (siz41 ASE CHAS) D L ED) h / I i CRESCENT" I INVi.( 4.5 SALEM WATERFRONT O-' Y D 0G� i 1NVin(6) 40 ,.1 / ' "°`G �D ! HOTEL EXPANSION 1 I / U HRICK SIDEWALK I A T / , BRICK SIDEWAI K 1 ADJUST RIM=11.79 s� , O I I INVou1(D�a.bq T DMH RIM=11.73 ..:.< - -wvn�K ig•fN ' / i' a� RIM=11.201 GC� �\ e ! , fNVi E�2.70 .S ii U) I I INVin(a)-6.55(DISCONTINUE:CAP) BRICK SIDEWALK ,i. i I 1 INVi L 6.66r�� N Y �. J 1'1✓ DY M=9.43 I t �S ! U INvtX}s.7s(DISCONTINUE:GAP) %� , , L �, I BRICK SIDEWALK =j. INVi .5a s, T/ Congress Streets/ ( ) i . F F - rNvoid(N)=6.65 _ , I - S dNvout U o remain) s Ud C , ! --r AC M /A a t -' l I I - VG _ _ .-_.-.- _._ p - B•W N a 6-w _ CATV '�cl _ _w _ _ _- m Massachusetts T I _______ _ oAI'V(/G ---t _ .�. . n _.-6•.water Yain-,'-' / I AC ✓,,;. i e I 6"WG(NEW) Box \ _ MHC d 3min i / / \, , -_-_---_CA __ .-._.-b"w `4,(1�' 1 I 1 _� 9Z i � o c y� _ Property of. Pickering Wharf Condominium Trust (Parcel ) � r z _ L a 8"WG _ 4"WG 8„w(CLDI) �-� H . cArv(ucl-- ------ - - - -� -�- g-----�� �Taf(uc)-- -•�' i/sMX RrX\s.ss�� SCQ'21, OC / pPe� 'n P 3 -� a x N -1s nRa Pvc)-- NEw) �NEW� - NEw)- 16 '' ° B WG r�� -----EYuc ----------�� �•��EX. V o renwi - - - - - wS - . t� AC (t n) \ Arv(uc o- ___ s'RAD ! T r✓vin 3 as(AI T O T�// t a d Q g e CATV / , / fNVovt=3.80(B) �� 'py /,// m I ' ' -CONNECT GAS MAIN / '` --_._(NEw) '� s"wc(NEw)'�-- , - `EVD NEW VGC k o .� ! I I t _, , The Salem Waterfront Hotel and Suites Condominium I p JJ ' •'/ 1 i per Nat.0 specs / R PIDYX RIM11.31 Drain(Pvc)___ V�� (Connect to ex.VCC) , ,y I / �• op '� (Parcels 1A & 4) r �2'Cas�. ✓_ , '� i k-n 'r 07 .I p•:1.498 -- ``�:` / I / NVin(0)=5. '/' Id IIz INVin(P)=5.91 P - --1s �'z• Q R ---CArv(VG)-- l ! i � � and i� oP, rNv0 d(Q)=5.05 SUM S q Ste n(PPD)--- `�1� a .I < The Salem Waterfront Hotel & Suites, LLC - ' E AS SUM 6F r- ._.._ -GRA ) ® 1 oz 2 ) / INV i(R)=5.15 !' ALL NG DOWW �iL4R - L PJR 5 1 1 z••cas-.. ; ;' z"cas ..1......._.._.._.._..-.._.._ z••cas-. .._ - ._.._.._.._ .._.. -_--_ A` VC SDR3 (Parcels 2A F N 12"D j ! / • / ES-A _ ��v.v z�' S i ! a i / P 1B & B �HG PROP tsnnii(Pvc (PNEW CB i Jcl i ���\ C nc CONNECT 9 _ VGC(new) ERLY S/ap.l, ) it ' 1 K I VCC new RIM=9.90 ;' � A PLDE #06-05 Date: May 12, 2014 ! , Ex EXH RIM 1i.1s ,-%/ NEW B"WATER TREE TO BE- ( ) INVout=6.60 NEW RIM= 16 / MAIN TO ! ; / - s'RADIus p ; via �� O Scale: 1" = 10 Sheet 7 Of 11 EXISTING b REMOVED �� -- iIB✓vo s ss // ° l /�• 1 ------ , - y I i LANDSCAPING vo AC -- / •" 6 WATER MAIN I a A o 91 i y O� , / NR t� (REMOVE) i / %c ��� OWiCZ _ i----- PER CITY SPEC.I �. V y __ U � - z-ca,. At, PATR I Z 1 y `<</c k i� a7 I i d I I � v <4 /\ 15 i �, E-Bax BRICK slnlwnLK ��,, cc i ' i ,/ lcc* .� cM DEVELOPMENT ENGINEERING "Z $ i ; �, ifNc 14 Brown Street, Salem, MA 01970 N �Ib tl % I i BRICK SIDEWALK I ELEC(UG) ', XFR \\�`�\`` ! ! ,` , ' // i 1 �� ' (978) 836-6400 LAN CB RIM-10.67 I ITT 1 -_--__1 ��♦ _ WC ! I % i w INViBINVin(C)�.60 I 6 A';F`^NTE-BOX 5•RADIUS © ! 1 / n( BRICK NORTH SHORE SURVEY CORPORATION A rNvout(A) s.47 � ( t t CC i 14 Brown Street, Salem, MA 01970 MassDE FILE END NEW V I , 1•Z'Omi RCP w / _ 064- P vrc • RICK SIDEWALK t (978) 744-4800 (connect o ex.VCC) �e GfJ R;N O.sS 1 ; ' N I O ` • - i' 7z -- w G ce RIM=fo. 1 - - ----- - - - .�.._._._._._._._._._.: !tiY'ovt-6.00 I q U � � a-a VGC C 0) E U 0 U --I -- - - - --- — -_ _ SITE PLAN NOTES THIS SITE PLAN DOES NOT NECESSARILY REPRESENT COMPLIANCE WITH CITY ZONING BY-LAWS. DEFINITIVE COMPLIANCE SHALL BE DETERMINED BY THE BUILDING INSPECTOR. BUILDING SETBACKS REQUIRE CONFIRMATION FROM THE BUILDING INSPECTOR PRIOR TO ANY DESIGN 24" DIA. COVER AND/OR CONSTRUCTION. WITH 3" LETO BE TTERS."DRAIN" FINISHED GRADE FINISHED GRADE DEMOLITION � ALL DEMOLITION OF STRUCTURES, UTILITY UNES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. STUMPS SHALL NOT BE BURIED ON—SITE. ! =�'t; MORTAR CAP 2a"Mw. MORTAR CAP 3-5 COURSES I SITE UTILITIES 3-5 COURSES MORTARED BRICKS THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS (STARTING 10—FEET BEYOND THE FACE OF THE PROPOSED BUILDINGS). UTILITIES INSIDE THE BUILDINGS (AND WITHIN 10—FEET OF THE FACE OF THE PROPOSED BUILDINGS) SHALL BE SPECIFIED BY OPENING MORTARED BRICKS 8., ; NOTES: THE ARCHITECT AND/OR MEP ENGINEER AND/OR OTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. 24 '• 8"� �z z OPENING 1. FRAME AND GRATE TO 26"MIN. NOTES: W 0 � (SQUARE) BE LE BARON LF 246-000 THIS PLAN DOES NOT SHOW ALL UTILITY LINES (and/or UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE—GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE w z Z 1. FRAME AND COVER TO a c0 (THREE FLANGE) wF BE LE BARON LA 266-000 FLU N 5" MIN. 2. CATCH BASIN HOOD TO BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO THE SITE DESIGN ENGINEER: PATROWICZ LAND DEVELOPMENT ENGINEERING (FLOE) AT THE TIME OF THE PREPARATION OF THIS PLAN (WITHOUT CAMERA OR GROUND PENETRATING RADAR: GPR 0_0 2. PIPE OPENINGS TO BE FOR 12" AND BE LE BARON L202-000 INVESTIGATION/INFORMATION). FLOE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PLDE ASSUMES (QQ RESPONSIBILITY (or LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY UNES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. �-� PRECAST IN RISER SECTION. 3. SET FRAME INFULLBEDIPES. 3. SET FRAME IN FULL BED 48"±1" DIA. OF MORTAR. BRICKS ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. (MHO) + OF MORTAR. BRICKS I, (3-5 COURSES) MAY BE SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOUD/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (or REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL OF THE CITY. THE SITE 48 1 DIA. (3-5 COURSES) MAY BE z USED FOR GRADE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD AND CITY SPECIFICATIONS) COMPACTED AS REQUIRED TO INSURE NO SETTLEMENT. rn USED FOR GRADE (n o i' z ADJUSTMENTS. w v _1 (e.` STEEL ADJUSTMENTS. O a .G STEPS o= w - RE-BAR 4. MORTAR ALL JOINTS F STEEL 4. MORTAR ALL JOINTS ¢ V) = 5. PROVIDE "V" OPENINGS THE SITE UTILITIES CONTRACTOR SHALL OBTAIN APPROVAL FROM WITH THE CITY OF SALEM ENGINEERING AND/OR CITY DPW FOR FINAL DESIGN PRIOR TO INSTALLATION. PRIOR TO WORKING (ON-SITE and/or INSIDE THE ROAD RIGHT OF WAY), THE SIZE CONTRACTOR SHALL _1 to. n (TYp) ---- OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK AND SHALL VERIFY THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE SITE PLANS. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTIUTY COMPANY PRIOR TO w - RE-BAR 5. PROVIDE "V" OPENINGS W w } ' FOR PIPES WITH 2" COMMENCING ANY UTILITY OR EXCAVATION WORK. / w N F' (TYP) 12" O.C. FOR PIPES WITH 2" w a CLEARANCE OUTSIDE �Q' HOOD DRAIN CLEARANCE OUTSIDE N < C.: 5" MIN. OF PIPE. 1" CLEAR PIPE OF PIPE. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE WITH THE CITY FOR REQUIRED INSPECTIONAL SERVICES. o: ' 1" CLEAR 6. PROVIDE MIN. 0.12 SQ. r --- 6. PROVIDE MIN. FO SQ. IN. STEEL PER FOOT } IN. STEEL PER FOOT SEE NOTE 7 ? (VERTICAL) AND PLACE THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPARTMENT FOR THE REQUIRED APPROVALS. THE SITE CONTRACTOR SHALL PERFORM THE REQUIRED TESTING PER CITY SPECIFICATIONS (AND RECEIVE CITY APPROVALS OF THE CONSTRUCTED UTILITY �o (VERTICAL) AND PLACE I•, a PER AASHTO M199. ONES) PRIOR TO ACTUAL UTILITY USE. 7. CONSTRUC110N MATERIAL w PER AASHTO M199. 7. CONSTRUCTION MATERIAL k, 5" MIN. FOR STRUCTURE TO IF EXISTING UTILITY SERVICES (and/or MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL (AND RECEIVING MAIN) FOR STRUCTURE TO CONSIST OF CONK. BLOCK TABLE CONSIST OF CONIC. BLOCK SET IN MORTAR OR PRECAST INSPECTED BY TV CAMERA AND SUBMITTED FOR APPROVAL TO THE SITE DESIGN ENGINEER AND CITY ENGINEER AND/OR DPW DEPT. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED OR PARTIALLY SETTLED AT 2/3 SET IN MORTAR OR PRECAST CONC. WITH A 28 DAY CAUSING INTERNAL PUDDLES), IT SHALL BE REPAIRED/FIXED AS PART OF THE UTILITIES PERMIT AND SITE CONSTRUCTION. / 22- CLEAR `� PIPE CONC. WITH A 28 DAY COMPRESSIVE STRENGTH 2 \ DIA. � COMPRESSIVE STRENGTH OF 4000 PSI. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (and/or TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND I 30" MAX, OF 4000 PSI. 6 MIN 8. INSTALL 8-FOOT LONG ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (and LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PRIOR APPROVAL FROM PLDE SHALL AUTOMATICALLY NULL and VOID ALL PLDE o wa_. I r—DIA. PIPE I 8. 1- 3 BAR AROUND VGC GRANITE THROATSTONE WITHOUT N OPENINGS FOR PIPES - AT EACH CATCH BASIN WITH CERTIFICATIONS ON THIS PLAN (and ACCOMPANYING DOCUMENTS), THEREFORE PLDE IS NOT RESPONSIBLE (or LIABLE) FOR ANY FIELD CHANGES MADE WITHOUT PIKE APPROVAL. a �� 2 18" DIA. AND OVER, 1" 4. 0 0 + � ' / COVER. — �- e •ill TRANSITION PIECES TO SGE. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR 9. STEPS: STEEL REINFORCED ,III—III—III III-III III—III- (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE DESIGN/ENGINEERING BY OTHERS AND THEIR OWN SEPARATE APPROVALS. COPOLYMER POLYPROPYLENE CEMENT CONCRETE 6" MIN.'' PER ASTM LE BARON LFIRM STABLE 3/4" CRUSHED STONE, 6" MIN. DEPTH, ,, MDPW M2.01.2 WATER SERVICES (FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE (AND VERIFY) THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER LINE CONSTRUCTION SHALL COMPLY WITH THE CITY ENGINEERING DEPT., CITY DPW, FIRE CLASS "A" - N0. L115. SUBBASE DEPT., AND WATER DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING WATER LINES. A MEP ENGINEER SHALL DESIGN THE FINAL WATER DISTRIBUTION SYSTEM (INCLUDING WATER PIPES, VALVES, HYDRANTS AND WATERLETTERED: "DRAIN" PER GEOTECHNICAL ENGINEER SPECIFICATIONS BOOSTER UMP STATION) TEMINIMUM EARTH COVER OVER ALL MEETING AND LOCAL PIPES IS (AND GOOD ENGINEERING DESIGN PRACTICES). THE WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITYFIRE AND - 6 NOTE: PER LID STORMWATER MANAGEMENT GUIDELINES: SEMI—ANNUAL CLEANING IS — —III—III III—III—III—III- FIRM STABLE 3/4" CRUSHED STONE, 6" MIN. DEPTH, REQUIRED (LATE FALL AND EARLY SPRING). GAS SERVICE: THE SITE CONTRACTOR SHALL LOCATE (AND VERIFY) THE EXISTING GAS UNE(S) PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY OTHERS SUBBASE MIDPW M2.01.2 PRE-CAST DEEP- SUMP SEWAGE DISPOSAL SYSTEM: IN ACCORDANCE WITH CITY STANDARDS: SEWER LINES SHALL BE 8" MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% (SELF—CLEANING VELOCITY) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER GEOTECHNICAL ENGINEER SPECIFICATIONS TO THE SITE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. PLDE ASSUMES THAT ALL EXISTING DOWN—GRADIENT SEWAGE PIPES (AND SEWERAGE STRUCTURES) ARE FUNCTIONING PROPERLY AND ARE NOT DAMAGED/CLOGGpRE- CAST DRAINAGE MANHOLE DETAIL CATCH BASIN DETAIL ED. NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE Not To Scale Not To Scale MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY UNE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) SHALL BE PUMPED OUT, CRUSHED AND BACKFILLED WITH CLEAN SAND. PROPER COMPACTION IN 12—INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD DEMOLISHED MANHOLE STRUCTURE. ce)0STORM DRAINAGE SYSTEM: THE SITE CONTRACTOR SHALL INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. DRAINAGE PIPE TYPE SHALL BE BASED ON THE DEPTH OF EARTH oa COVER (SEE DRAINAGE TRENCH DETAILS AND PLAN). THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE SITE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING M STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE n COMPONENTS. PLDE ASSUMES THAT ALL EXISTING DOWN-GRADIENT DRAINAGE PIPES (AND DRAINAGE STRUCTURES) ARE FUNCTIONING PROPERLY AND ARE NOT DAMAGED/CLOGGED. LL a NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. NOTES ( applies to all sheets 0 STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. m CJ THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP #34 LOTS #408, X1445, #446, 1447 AND 11489. THE TOTAL AREA Q STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. OF LOCUS IS 249,919±SF. LOCUS IS SHOWN ON THIS PLAN AS PARCELS 1A, 1B, 2A, 2B, 3 AND 4. A PORTION OF N ELECTRICAL TELEPHONE AND FIRE ALARM SERVICES: FINAL LOCATION, SIZE DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MEP ENGINEER AND/OR OTHERS LOCUS IS DESIGNATED FOR PUD DEVELOPMENT (SHOWN ON PUD AREA PLAN: submitted to the Planning Board). E[ACTU:AL:lT:1ES. AN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED PARKING LOT PAVEMENT. DRIVEWAY AND ACCESS ROADS 2. EXISTING CONDITIONS PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORPORATION APRIL, 1999 AL GRADES (only with PLDE approval) AS NECESSARY BASED M FIELD THRU JUNE 16, 2013 AND PATROWICZ LAND DEVELOPMENT ENGINEERING, MAY 1996. THE DIMENSIONS OF THE PPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. a ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. C3 EXISTING BUILDINGS ARE SHOWN ON PLANS RECORDED AT THE REGISTRY OF DEEDS: PLAN BOOK 154, PLAN 75 (24 rn THE PROPOSED PAVEMENT CROSS SECTION FOR THE PARKING LOT AND DRIVEWAYS SHALL CONSIST OF 1.5—INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1—A) WEARING COURSE ON TOP OF 2.5—INCHES (MINIMUM) BITUMINOUS CONCRETE (TYPE 1—A) BINDER COURSE ON TOP OF SHEETS). PROPERTY LINE PER NORTH SHORE SURVEY CORPORATION AND PLAN REFERENCES (below). NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, ,N 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES DIAMETER COMPACTED IN TWO LIFTS 95% MINIMUM) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY. 3. ALL ELEVATIONS SHOWN ON THIS SET OF PLANS ARE BASED ON NGVD DATUM OF 1929 (MEAN SEA LEVEL = 0.0). THE SITE CONTRACTOR AND/OR PAVING CONTRACTOR SHALL INSURE THAT THE ACCESS ROAD AND TRANSITIONS INTO THE PARKING AREAS/GARAGES ARE SMOOTH, SO THAT ANY VEHICLE (PASSENGER CAR, SU•-VEHICLE, OIL TRUCK, MOVING VAN, SEMI-TRUCKS WB-40, W13-50) BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) USCS&GS STANDARD TIDAL BENCHMARK DISK SET �W OF Mq DOES NOT BOTTOM OUT. THIS SITE PLAN REQUIRES THAT A DRIVING TEST (AT NORMAL DRIVING SPEEDS) IS PERFORMED ON THE FINAL COMPACTED GRAVEL SURFACE (PRIOR TO THE INSTALLATION OF THE PAVEMENT) WITH EACH VEHICLE. ADJUSTMENTS TO THE GRADE AND VERTICALLY IN WALL OF THE SOUTHEAST CORNER OF THE U.S. CUSTOM HOUSE ON DERBY STREET, ELEVATION 13.69 y�C ssgc U INFRASTRUCTURE MAY BE REQUIRED SO BOTTOMING OUT DOES NOT OCCUR. (NGVD IAN y (NGVD OF 1929, MSL = 0.0 DATUM). PATROWICZ m CIVIL 4 g PARKING LOT CURBING 4. THE CITY OF SALEM FLOOD HAZARD DISTRICT LINE CORRESPONDS TO A FORMER ELEVATION 10.0 (NGVD 1929, No.33656 y o_ THE CURBING WITHIN THE PARKING LOT SHALL BE VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THE SITE PLAN. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY SHALL BE VGC AND MATCH THIS SIZE (UNE AND CURB REVEAL) OF THE EXISTING CITY CURBING MSL=0.0 DATUM). THESE ELEVATIONS ARE SPECIFIED IN THE CITY OF SALEM ZONING ORDINANCE SECTION 7-16. II— AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. SPECIFICATIONS. WHEN MATCHING THE NEW CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITFE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN 99r IAL U) THE AREA OF WORK AS REQUIRED. 5. THE BASE FLOOD ELEVATION (BFE) IS LISTED ON FIRM COMMUNITY PANEL #25009CO419F DATED JULY 3, 2012 ZLIGHTING N (PLAN SCALE 1"= 500') AS ELEVATION 9.0 (USING DATUM: NAVD OF 1988). CONVERTING THE DATUM TO NGVD 1929 N0. DATE DESCRIPTION THIS PLAN SHOWS ONLY CONCEPTUAL EXTERIOR LIGHTING. THE FINAL LIGHTING DESIGN (LOCATIONS AND TYPE OF LIGHTING) SHALL BE DESIGNED BY A LIGHTING SPECIALIST AND/OR LANDSCAPE ARCHITECT/ARCHITECT/LIGHTING ENGINEER/DESIGNER/CONTRACTOR. FINAL DATUM, HENSE THE BFE = 9.81 (NGVD'29). PER DR.PETER ROSEN, COASTAL GEOLOGIST, ACCORDING TO CZM o LIGHTING LAYOUT AND DESIGN SHALL BE APPROVED BY THE LOCAL BUILDING INSPECTOR PRIOR TO INSTALLATION. (COASTAL ZONE MANAGEMENT): TO DELINEATE SPECIFIC A—ZONES, IDENTIFY THE BFE ELEVATION ON THE FIRM AND VSIDEWALKS AND HANDRAILS LOCATE THAT ELEVATION ON THE CORRESPONDING TOPOGRAPHIC CONTOUR ON THE PROJECT PLAN (REMEMBERING TO LAN rn SIDEWALKS SHALL BE SLOPED PER THE GRADING PLAN WITH A MAXIMUM CROSS SLOPE OF 1% (TYPICALLY 0.8%). THE TOP OF EACH RETAINING WALL (SHOWN NEXT TO SIDEWALKS) SHALL BE AT LEAST 6" HIGHER THAN THE SIDEWALK (UNLESS OTHERWISE NOTED ON THE SITE CONVERT DATUMS IF NECESSARY). THE FEMA FLOOD BOUNDARY UNE (ELEVATION 9.81 NGVD-29) COINCIDES WITH SIT h F ID PLAN). NEAR THE TOP OF THE VERTICAL FACE OF THE SHEET PILE WALL (and the underside of the cantilevered walkway) AND A PORTION OF SIDEWALK AT THE GENTOO BUILDING (AS SHOWN ON THIS PLAN). o FABRICATED ALUMINUM OR GALVANIZED STEEL HANDRAIL (PER ADA, LOCAL AND STATE BUILDING CODES) SHALL BE SPECIFIED BY OTHERS AND INSTALLED IN THE APPROXIMATE LOCATIONS SHOWN ON THIS SITE PLAN. ADDITIONAL AND ALTERNATIVE LOCATIONS MAY BE INECESSARY AS DETERMINED BY THE CITY BUILDING INSPECTOR DURING AND/OR AFTER CONSTRUCTION OF ACTUAL SIDEWALKS AND ASSOCIATED RETAINING WALLS (BASED ON A FINAL INSPECTION BY THE BUILDING INSPECTOR). HANDRAILS SHALL BE INSTALLED ON BOTH SIDES NOTE: THIS SITE PLAN BY NO MEANS CONSTITUES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE FOR TO ACCOMPANY A LL Of OF ALL CONCRETE STEPS. DUE TO THE VARYING HEIGHTS OF RETAINING WALLS (SLOPING TOPS OF WALL), SHOP DRAWINGS SHALL BE PREPARED BY HANDRAIL FABRICATOR AND SHALL BE APPROVED BY STRUCTURAL ENGINEER AND CITY BUILDING INSPECTOR PRIOR TO ACTUAL THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY AND OTHER WORK WOULD BE REQUIRED BY HANDRAIL FABRICATION TO INSURE HANDRAILS MEET ALL ADA, LOCAL AND STATE BUILDING CODES (BASED ON AS—BUILT LOCATIONS OF WALKS, RETAINING WALLS, BUILDING FACE AND STEPS). OTHERS FOR SUCH A CERTIFICATION. NOTICE OF INTENT APPLICATION 0 MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. 6. WETLAND RESOURCE AREA: TOP OF COASTAL BANK (TOCB) DETERMINED BY PLDE (BASED ON TOPOGRAPHY and Z. showing HANDICAP RAMPS SHALL BE INSTALLED PER THE MOST RECENT ADA REQUIREMENTS, SPECIFICATIONS AND STANDARDS. HANDICAP RAMPS SHALL BE A MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8% WITH HANDRAILS (OR 5% WITHOUT LOCATION OF FEMA LINE) USING MassDEP POLICY #92-1 FIGURE 2 and 4. TOCB COINCIDES WITH THE TOP OF THE c Y SHEET PILE SEAWALL AND OTHER GRANITE BLOCK WALLS. DETAILS Q�VC NOTES U HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR a REINSTALL ACTUAL DETAILS OF HANDICAP RAMPS ARE NOT SHOWN ON THIS SITE PLAN. GRADES AND/OR EDGE OF SIDEWALK LOCATION MAY NEED TO BE ALTERED IN ORDER TO COMPLY WITH ADA STANDARDS. THE EXISTING MEAN HIGH WATER AND MEAN LOW WATER BOTH COINCIDE WITH THE VERTICAL SURFACE OF THE THE CONCRETE STEPS ARE SHOWN CONCEPTUALLY ON THIS PLAN WITH 7.5-INCH RISER AND 9-INCH TREAD. FINAL DESIGN OF CONCRETE STEPS BY OTHERS TO BE APPROVED BY THE CITY BUILDING INSPECTOR. EXISTING SHEET PILE WALL AND OTHER GRANITE BLOCK WALLS. for the w U CONCRETE PADS 7. RIVERFRONT AREAS- THE MEAN ANNUAL HIGH WATER LINE COINCIDES WITH THE MEAN HIGH WATER ALONG THE SALEM WATERFRONT THE FOLLOWING SPECIFICATION APPLIES TO THE COMPACTOR PADS, DUMPSTER PADS, AC PADS, GENERATOR PADS, ETC. (IF ANY ARE REQUIRED). APPROXIMATE SIZE AND LOCATIONS ARE SHOWN ON THESE SITE PLANS (FINAL LOCATION AND SIZE DETERMINED BY SITE EXISTING SEAWALL'S VERTICAL FACE. THE MOUTH OF THE SOUTH RIVER IS SHOWN ON A MAP ENTITLED: E CONTRACTOR PER BUILDING CODES). WHERE CONCRETE PAD ABUTS ASPHALT, THE CONCRETE PAD SURFACE SHALL BE FLUSH WITH THE ASPHALT WITH NO BUMP OR DIP. THE CONCRETE PAD SHALL BE 6—INCH THICK FORMED (POURED IN PLACE) PORTLAND CONCRETE MASSACHUSETTS MOUTH OF COASTAL RIVER MAPS, M.G.L c.131, s.40 310CMR 10.58. MAP ID: SALEM MOR-2 (MAP m CEMENT WITH 4"x4" WWM ON TOP OF 12—INCHES GRAVEL BASE (DENSELY GRADED GRAVEL M1.03.0 TYPE C, NO STONES OVER 2—INCHES COMPACTED IN TWO LIFTS 95% MINIMUM). DATED MARCH 1, 2005) PREPARED BY DEP WETLANDS PROGRAM. HOTEL EXPANSION U) PARKING STRIPING UTHE SIZE FOR EACH STANDARD PARKING SPACE IS 9—FEET WADE x ,8_FEET LONG. PLAN REFERENCES Congress and Derby Streets THE SIZE OF A HANDICAP SPACE SHALL BE PER ADA SPECIFICATIONS 8-FEET x 18-FEET (WITH A 8-FOOT STRIP NEXT TO THE SPACE DESIGNATED NO PARKING: VAN ACCESS). A HANDICAP SIGN (R7-8) SHALL BE MOUNTED ON A METAL POST PER MASS. HIGHWAY DEPT. aSPECIFICATIONS FOR EACH HANDICAP SPACE. 1. PLAN ENTITLED: "NEW ENGLAND POWER SERVICE COMPANY-115KV DUCT UNE AND CABLES- LOCATION PLAN" DATED Salem, Massachusetts 0 FEBRUARY 1949, SCALE 1"=20', SHEET 3 OF 9. Z ALL STRIPING SHALL BE 4—INCH REFLECTORIZED WHITE PAINT. Property of: Pickering Wharf Condominium Trust (Parcel 3) Q 2. PLAN ENTITLED: "SANITARY SEWER AND WATER DISTRIBUTION" PREPARED BY ADD, INC. AND C.A. CROWLEY and m ALL PARKING AISLES SHALL BE 24—FEET WIDE (MIN). m ENGINEERING, INC., DATED NOVEMBER 17, 1977, SCALE 1"=40', SHEET 1 OF 2. The Salem Waterfront Hotel and Suites Condominium Y RETAINING WALLS (Parcels lA & 4) c — ENGINEERING, � ALL RETAINING WALLS SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN ONLY SHOWS APPROXIMATE LOCATIONS AND ELEVATIONS OF PROPOSED 3. PLAN ENTITLED: "UTILITY PLAN (AS GUILTS) PREPARED BY HAYES INC.,C. DATED AUGUST 3 1979 and E RETAINING WALLS AS A GENERAL GUIDE. PLDE DOES NOT CERTIFY WALLS, ELEVATIONS OR FOUNDATIONS; THEREFORE PLDE ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL SCALE 1"=20', SHEET CD1 AND CD2 RECORDED AT THE REGISTRY OF DEEDS PLAN BOOK 154, PLAN 75. The Salem Waterfront Hotel & Suites, LLC oPROFILES, DESIGN SPECIFICATIONS AND CROSS—SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR PRIOR TO CONSTRUCTION. (Parcels 1B, 2A & 2B) 0 4. PLAN ENTITLED: 'PICKERING WHARF" PREPARED BY MASSACHUSETTS ELECTRIC COMPANY, DATED APRIL, 1978, PLDE #06-05 Date: May 12, 2014 STRUCTURAL FILL UNDER BUILDINGS AND/-OR WALL FOUNDATIONS SCALE 1"=20', SHEET SM11. STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. Scale: NTS Sheet 8 of 11 0 5. NOTES REGARDING GAS UNES/AS—BUILT SKETCHES PREPARED BY D.BAETZEL (DEVCO) AND D. JACQUES (GASCO), 2 THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM). N.M.423-695D DATED APRIL 26,1978 AND JULY 21, 1978, 7 SHEETS, ON FILE WITH PLDE AND ROCKET) MANAGEMENT. PATROWICZ a LAND DEVELOPMENT ENGINEERING STRUCTURAL FILL (SUB—BASE) UNDER PAVEMENT 6. PROPERTY LINE PLAN ENTITLED: "SUBDIVISION PLAN OF LAND IN SALEM, MASS" DATED OCTOBER 5, 1977 PREPARED 14 Brown Street, Salem, MA 01970 U A SUITABLE SUB—BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12—INCH GRAVEL ROAD BASE. THIS SUB—BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR SUB—BASE) AND COMPACTED IN 6—INCH LIFTS TO 959 PRIOR TO INSTALLATION OF BY HAYES ENGINEERING, INC. RECORDED AT THE REGISTRY OF DEEDS: PLAN BOOK 145, PLAN 75. N (978) 836-6400 CD THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, AND A GEOIEX71LE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). FLOE ASSUMES NO RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD AND/OR PARKING LOT. 7. (A) PLAN BOOK 327, PLAN 85, (B) PLAN BOOK 338, PLAN 30, (C) PLAN BOOK 345, PLAN 10, (D) PLAN BOOK NORTH SHORE SURVEY CORPORATION LANDSCAPING 374, PLAN 20, (E) PLAN BOOK 385, PLAN 71, (F) ELECTRIC EASEMENT IS SHOWN ON EXHIBIT "A" RECORD BOOK 6449 14 Brown Street, Salem, MA 01970 MassDEP FILE: m PLANTS (SIZE, LOCATION AND TYPES), GRASS, PLANTING SOIL (FOR SHRUBS, TREES AND LAWN AREAS), MULCH BEDS AND MAINTENANCE SCHEDULE ALL SPECIFIED BY OTHERS. PAGE 22, RECORDED WITH DOCUMENT 164783. (978) 744-4800 #064- iq C N E J v 0 D U y STC 900 Precast Concrete Stormceptor® CROSS COUNTRY 2.5'MIN (900 US Gallon Capacity) UNDER PAVEMENT CROSS COUNTRY e LOAM AND SEED UNDER PAVEMENT OR APPROVED SLOPE 4" LOAM AND SEED UNDISTURBED SAWCUT EDGES UNDISTURBED PROTECTION SURFACING OR RESURFACING OR APPROVED SLOPE EXISTING PAVEMEN;r EXISTING PAVEMENT AS REQUIRED. PROTECTION SURFACING OR RESURFACING 1" MIN. BIT. CONIC. 6• AS REQUIRED. RESURFACING OAD BASE (GRAVEL) 6" 3" MIN. BIT CONIC. SPECIAL BORROW �o : �/ . o q o CAD BASE (GRAVEL) LAID IN 2 COURSE (1.5"EACH) / O o o ORDINARY BORROW- OD EXISTING TOP $fOrmcepfor 32"0 n pie. o / O ° 6 ' COURSE EXISTING Frame and Cover o �o � J SPECIAL BORROW � o po 0 o 0 0 ��o o ORDINARY BORROW ( BINDER c0i n o °o o EXISTING C7 oc(] 3 X PIPE OUTSIDE DIA. GRAVEL ° °o C8, ' - _ COURSE Grade Adjusters to I Of OR 3'-6" MIN. �' ��o ocU 3 X PIPE OUTSIDE DIA. 8, ' APPLY SUIT Finished GradeWi °o 0� w 0 OR 3'-6" MIN. e"Mw o =1 I- TACK COAT ON 24^0OUfief O o O SAWED EDGES _ " Pi e MIRAFlFABRIC Od oQ 6 0 OIIp3"MIN. MIRAFl FABRIC 18" GRAVEL SUBBASE $^ " < Cleanout 6"O Orifice - SS V PIPE 3"MIN _ COMPACTED 98%12"MIN � PVCSDR 35 OR HPDE MHD M1.03.0 TYPE B O� . MOTH � Plate SPRINGIJNE 12"MIN '/ ��� NO STONES OVER 3"DIA. 18" MIN o +r A' •SPRINGLINE O 72 " a c SUITABLE 7 - COMPACTED I e . 9"MIN 6'MIN. 9"MIN - 6"MIN. ': BACKFILL Varies Stormceptor® -III SEE TRENCH 01nietRipe I \ III CRUSHED STONE (3/4") BEDDING -� _ DETAIL Outlet SHEETING CRUSHED STONE (3/4") BEDDING --- � ---- Inlet Outlet IN EARTH AS REQUIRED NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. Inlet _- IN LEDGE IN EARTH i e NOTE: IN LEDGE PERMANENT PAVEMENT PATCH 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE NOTE: i d MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 1. INSTALL PIPE SO THAT IT Is FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE Not To Scale REQUIREMENTS. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING REQUIREMENTS. 55" Access opening 6"0 Vent 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN 6" LIFTS. See note#2 Pipe 2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. Min. < ' ( ) p 3. MORTAR ALL JOINTS OF REINFORCED CONCRETE PIPE (RCP). 24"0 Drop DRAINAGE TRENCH SECTION DRAINAGE TRENCH SECTION 8• outlet Pipe Plan View FOR EARTH COVER FOR EARTH COVER OVER 36" 0 'a ' e FROM 1899 TO 3699 Not To Scale �- Section Thru Chamber Not To scale Notes: 1.The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2.The Cover Should be Positioned Over The Outlet Drop Pipe and The Vent Pipe. Standard #8 : 3.The Stormceptor System is protected by one or more of the following U.S.Patents: #4985148, #5498331,#5725760,#5753115,#5849181,#6068765,#6371690. d EROSION SEDIMENTATION CONTROL PLAN � - CONSTRUCTION PERIOD POLLUTION PREVENTION an 4. ContactaHydroConduitrepresentativeforfulttlerdetailsnotlistedonthisdrawing. 0- (PER FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND MaSSDEP'S STORMWATER MANAGEMENT POLICY VOLUME ll) C THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN GENERAL ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCYS (EPA's) NATIONAL POLLUTANT DISCHARGE Ci ELIMINATION SYSTEM (NPDES) GENERAL PERMIT PROGRAM FOR STORMWATER DISCHARGES FROM CONSTRUCTION SITES (AS LAST REVISED FEBRUARY 16, 2012). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE EROSION (AND THE TRANSPORT OF SEDIMENT) TO g WEILAND RESOURCE AREAS (THE SOUTH RIVER, SALEM) DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION CONTROL MEASURES SHALLBE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): Q CD 1. BOOM: FLOATABLE BOOM (215tLF MINIMUM) WILL BE INSTALLED IN THE WATER BETWEEN THE EXISTING SHEEIPILE WALL AND THE MARINA DECKING (floating docks) TO CATCH FLOATABLE DEBRIS. NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD IN 2. HAYBALES: SET 210±LF (MINIMUM) ALONG THE WATER'S EDGE (SOUTH RIVER) TO SERVE AS AN EROSION CONTROL AND LIMIT OF WORK LINE. ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. v 3. SNOW FENCE: SET 210±LF (MINIMUM) OF FOUR FOOT ORANGE SNOW FENCE IN BETWEEN THE HAYBALES AND THE RAILING TO HELP MINIMIZE WIND-BLOWN LOOSE DEBRIS. N THIS SITE PLAN IS NOT FOR CONSTRUCTION, rn 4. STRAW WATTLES: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AlAND/OR SITE CONTRACTOR) STRAW WATTLES WILL BE INSTALLED ALONG THE WATERSIDE OF THE PROJECT DURING CONSTRUCTION TO CONTROL EROSION DURING CONSTRUCTION TO MINIMIZE SHEET EROSION. WATTLES I N (8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING) SHALL BE SET AT LEAST TWO (2) INCHES INTO THE EXISTING GROUND TO MINIMIZE UNDERCU1lING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE (THAT WILL REMAIN UN-ALTERED FOR THIS PLAN IS FOR PERMITTING PURPOSES ONLY. `O MORE THAN SEVEN DAYS). WATTLES SHALL BE INSTALLED PERPENDICULAR TO WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.0-INCH SQUARE) 4-FEET ON CENTER. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely 3 that straw wattles will be required). OF MAS rS U 5. SILT FENCING: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC Al SITE CONTRACTOR) SILT FENCE WILL BE INSTALLED ALONG THE WATERSIDE OF THE STRAW WATTLES ALONG THE PROJECT SHORELINE (DETAIL SHOWN ON THIS PLAN). THIS SEMI-PERMEABLE BARRIER MADE OF �� qc SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SIZE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT HATH WOODEN STAKES SPACED TEN 10 FEET APART 2 PA IAN y ( ) PATROWICZ z (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE UP-GRADIENT SIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE) SHALL BE DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY HELD TO THE WOODEN STAKE HATH MANY c CNIL. g CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCE(S) SHALL BE REPLACED AS DETERMINED BY PERIODIC FIELD INSPECTIONS. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY UTILE SILTATION IS EXPECTED (and it is unlikely that silt fencing will be required). v PNo.33656� y a H 6. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS (LOCATED ADJACENT TO THE PROJECT SITE) SHALL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) Al SILT SACKS THROUGHOUT CONSTRUCTION AS DEEMED NECESSARY BY THE SALEM CC Al SITE CONTRACTOR. z 7. GRAVEL AND CONSTRUCTION ENTRANCE/EXIT: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC Al SITE CONTRACTOR) A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE PLACED AT A 2% NO. DATE DESCRIPTION N GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN INLET OR TEMPORARY SETTLING AREA. THE PROJECT SITE IS VIRTUALLY FLAT (and it is unlikely that a gravel construction 6 entrance/exit will be required). 8. SLOPE STABILIZATION: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) STABILIZA11ON OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN SEVEN (7) DAYS AFTER GRADING (OR CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED LAN C3 UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION). ON SLOPES GREATER THAN OF 3:1 (H:V) CONTRACTOR SHALL INSTALL SLOPE STABILIZATION MEASURES SUCH AS HAY MULCH AND/OR JUTE MATTING AND/OR DRIVABLE CRUSHED STONE BEDS (ON TOP OF FILTER FABRIC IFF= PS I rn NECESSARY) TO MINIMIZE EROSION. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely slope stabilization techniques will be required). v 9. DIVERSION CHANNELS: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC Al SITE CONTRACTOR) TO CONTROL EROSION DURING CONSTRUCTION DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION O BASINS OR PROTECTED CATCH BASIN INLETS. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely that diversion channels will be required). m TO ACCOMPANY A 0 rL 10. TEMPORARY SEDIMENT BASINS: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC Al SITE CONTRACTOR) TO CONTROL EROSION DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR BERMED STORMWATER DETENTION STRUCTURES Q DEPENDING ON THE GRADES. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely that temporary sediment basins will be required). IF NECESSARY, THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO F INTENT APPLICATION ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-(GRADIENT SIDE OF THE TEMPORARY SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE NOTICE O TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. z 11. PRIOR TO CONSTRUCTION: PRIOR TO THE PRE-CONSTRUCTION SITE WALK WITH THE SALEM CONSERVATION COMMISSION, THE SITE CONTRACTOR SHALL REMOVE ANY EXISTING SILT AND DEBRIS. THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL DESCRIBED IN THIS showing w PLAN. EROSION CONTROLS SHALL BE IN-PLACE PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. ALSO A DETAILED CONSTRUCTION SEQUENCE SCHEDULE OF SITEWORK SHALL BE DISCUSSED IN DETAIL AT THE (PRE-CONSTRUCTION CONFERENCE. U12. CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND AND A PRE-CONSTRUCTION CONFERENCE WITH THE SALEM CONSERVATION COMMISSION (AND/OR ITS AGENT) HAS BEEN COMPLETED. AFTER EROSION CONTROL MEASURES DETAILS & NOTES a HAVE BEEN INSPECTED AND APPROVED BY THE SALEM CONSERVATION COMMISSION (AND/OR ITS AGENT), THEN EARTHWORK WILL BEGIN. SINCE THE SITE IS COMPOSED OF ENTIRELY IMPERVIOUS SURFACES (building, parking and sidewalks), STABILIZATION OF NEWLY CREATED EXPOSED LAND IS CRITICAL 1.5" SQ. WOOD POST 10' TO V O.C. OR I SO THAT EROSION IS MINIMIZED. THE PROJECTS SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTAnON IS EXPECTED. WRAP ATTACHMENT UNDSTEEL REBAR POSTS SET 10' APART for the ESTURBED DISTANCE W ONCE THE ROUGH GRADES HAVE BEEN ESTABLISHED, THE BUILDING FOUNDATION CAN BE CONSTRUCTED (which is mostly piles). FOLLOWING THE INSTALLATION OF THE PILES, THE PILE CAP CAN BE CONSTRUCTED. NEXT, CONSTRUCT THE BUILDING SLAB (IN ACCORDANCE WITH GEOTECHNICAL CORD AROUND U SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION), FOLLOWED BY THE INSTALLATION OF UNDERGROUND UTILITIES AND FINAL SITE GRADING FOR PAVEMENT, WALKWAYS AND PA110 AREAS. THEN, LANDSCAPING. POST TWICE (SEE PLAN) SALEM WATERFRONT 13. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THIS PLAN. DURING CONSTRUCTION, THE ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH FINISHED DOWN GRADIENT RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN TWO (2) INCHES NEEP, OR AS NEEDED. DAMAGED OR DETERIORATED EROSION CONTROL DEVISES 'ILL BE GRADE 5' TO 10' REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE SALEM CONSERVATION COMMISSION SHALL //j MARAFl FABRIC WETLAND RESOURCE HOTEL EXPANSION APPROVE THE STABILIZED EARTH PRIOR TO THE REMOVAL OF EROSION CONTROLS. IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC Al SITE CONTRACTOR) ADDITIONAL EROSION CONTROL/DEBRIS CONTROL MEASURES MAY BE REQUIRED. j��� AREAIL SPOIL Congress and Derby Streets of Standards „ 4 and #9 . Salem, Massachusetts MI Z LONG-TERM INSPECTION, OPERATION & MAINTENANCE (POST-CONSTRUCTION) REQUIREMENTS IN GROUNDRY ! DO NOT - Property of: Pickering Wharf Condominium Trust (Parcel 3) J PUT SPOIL ON WETLAND and THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND MAINTENANCE PLAN (IN ACCORDANCE WITH MassDEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING SIDE OF FENCE The Salem Waterfront Hotel and Suites Condominium OPERATION & MAINTENANCE PLAN IS TRANSFERRED TO EACH SUCCESSIVE PROPERTY OWNER (TO RUN WITH THE DEED). (Parcels 1A & 4) N NOTES: o and The Salem Waterfront Hotel & Suites, LLC THE OWNER OF THE PROPERTY SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS INCLUDING: 1. CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) AS E SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY u EXCAVATION OR EARTH REMOVAL ON-SITE. (Parcels LB, 2A & 2B) 0 (A) MONTHLY PAVEMENT SWEEPING AT THE END OF EACH SEASON AND AFTER MAJOR STORM EVENTS, >, 2. CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY MAINTAINED PLDE #06-05 Date: May 12, 2014 (B) DAY-TO-DAY TRASH REMOVAL FROM THE PREMISES AS REQUIRED FOR THE OPERATIONS OF THE SALEM WATERFRONT HOTEL & EXPANSION PROJECT, AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) AND IN Scale: NTS Sheet 9 of 11 GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. 0 m (C) WEEKLY INSPECTION OF AREA AROUND DUMPSIER FOR LOOSE TRASH COLLECTION AND DISPOSAL, 3. ALTERNATIVELY, A SILT SOCK (STAKED IN GROUND PER SCS SPECIFICATIONS) CAN BE USED PATROWICZ a INSTEAD of A SILT FENCE. LAND DEVELOPMENT ENGINEERING V (D) QUARTERLY CLEANING OF ALL CATCH BASINS, DRAIN MANHOLES AND THE STORMCEPTOR, PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND EARLY SPRING), SILT FENCE DETAIL ,4 Brown Street, Salem, MA 01970 09 (978) 836-6400 m (E) MONTHLY MAINTENANCE OF LANDSCAPED AREAS. (F) NO ILLICIT DISCHARGES ARE EXPECTED. THIS SITE HAS 24-HOUR, 7-DAY/WEEK, 365 DAYS/YEAR SECURITY SURVEILLANCE. (if deemed necessary NORTH SHORE SURVEY CORPORATION Not To Scale 14 Brown Street, (Salem, MA 01970 MassDEP FILE: .N (978) 744-4800 #064- c E V O G WATERSHED ANALYSIS• PRE—DEVELOPMENT WATERSHED CHARACTERISTICS: INPUT PARAMETERS FOR THE SCS TR-55 WATERSHED CHARACTERISTICS DEFINED AS INPUT PARAMETERS (USING THE HYDROCAD PROGRAM). ``` .J ` WATERSHED NODE:A AREA = 4za86±SF tr, v " PERVIOUS AREA (LANDSCAPING) = 1,675±SF _ IMPERVIOUS AREA (BUILDINGS & PAVEMENT) = 41,211±SF r d /d 883 e \ ` � T , �` TIME OF CONCENTRATION: -_ SHEET FLOW SEGMENT A-B (PAVEMENT):45±LF ® 2.2% — ` a may, J ✓ `4tftft ,(A� , SHALLOW CONCENTRATED FLOW SEGMENT B-C (PAVEMENT GUTTER): 356±LF ® 0.9% ! ✓ Y RUNOFF (FROM WATERSHED A) FLOWS TO NODEA (AN EXISTING MUNICIPAL CATCH BASIN AT THE CORNER OF CONGRESS STREET AND DERBY d ! !/ ,• ` ✓ L J STREET). RUNOFF IS TREATED THIRD EXISTING DEEP-SUMP CATCH BASINS. J WATERSHED B: + a✓ + t °. - _� J ` '�eh( ° ` ` TOTAL WATERSHED AREA = 58,527±SF l �"°�- PERVIOUS AREA (LANDSCAPING) = 854±SF ' + ",. °^ ✓ 7 > a J - - J y J ` /� ,, IMPERVIOUS AREA (BUILDINGS & PAVEMENT) = 57,673±SF L, 3 - v i a '- ` ✓ TIME OF CONCENTRATION: ! SHEET FLOW SEGMENT A-B (PAVEMENT):50±LF ® 1.8% > r' •�we..w ! wws Y -'— ` ` � > K J - > ✓ � -! SHALLOW CONCENTRATED FLOW SEGMENT B C (PAVEMENT GUTTEft): SS±LF 0 1.3% PIPE FLOW SEGMENT C D 230±LF 01.5% C > a• J � = J > /! "�+- — ! �� r iI-�- , RUNOFF (FROM WATERSHED B) FLOWS TO NODE B (AN EXISTING PRIVATE DRAIN MANHOLE STRUCTURE AT THE CORNER OF WHARF ROAD). RUNOFF IS TREATED THRU EXISTING DEEP-SUMP CATCH BASINS. $ + /T .. __ Vis— J — — _ ✓ - J s WATERSHED C: TOTAL WATERSHED AREA = 12,020±SF ''r �! + PERVIOUS AREA (LANDSCAPING) = O±SF ' I J I r o, ! ' , , ,,, I ✓p` > o IMPERVIOUS AREA (BUILDINGS & PAVEMENT) = 12,020±SF TIME OF CONCENTRATION: SHEET FLOW SEGMENT A-B (PAVEMENT):50±LF O 3.0% r / w �� �✓ � � SHALLOW CONCENTRATED FLOW SEGMENT B-C (PAVEMENT): 96±LF@ 1.1% r ✓ r / ? W / r ✓ RUNOFF (FROM WATERSHED C) FLOWS TO NOD— DIRECTLY INTO THE SOUTH RIVER. RUNOFF IS TREATED THIRD A DEEP-SUMP CATCH BASIN EXISTING MARINA PARKING L HIGH DISCHARGES • s _ EC (AN EXISTING CATCH BASIN WITHIN THE EX OT) W ; ��, ✓ , � - � - - � ___ -___ I � E�STING HOTEL PARKING > , ' > LEGEND.a_.e WATERSHED ANALYSIS o, > r ✓ a �I I l STUDY AREA (DIVIDING LINE) I I W A d `' �; ✓ 1" " CHOWDER HOUSE" --B---- WATERSHED DIVIDE (RIDGELINE) . � . .r WATERSHE1) : AJ , - '� � WATERSHED IDENTIFICATION TR-55 WATERSHED CHARACTERISTICS Q' / v �PATERSHED:A DEFINED AS INPUT PARAMETERS IN THE HYDROCAD PROGRAM) I LI > / 'p• ✓ I a ! "✓ LI HYDRAULIC PROFILE (FLOW PATH) TO CALCULATE TIME OF ;J ! ' ✓ J� ., ' 4 J "��`� �'i CONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN q — I ' ' ' , ' ✓ ° �.v I THE WATERSHED TO THE POINT OF COLLECTION (TYPICALLY THE WEIR I ✓ 1,�( CONTROL STRUCTURE AND/OR EARTHEN BERM) POINT OF INTEREST I I _ ✓ -- -- -- — `\' WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE THE SALEM WATERFRON �" N'� __ __ w e U i I I J °i! r. ✓ - - B C HYDRAULIC PROFILE SEGMENT --- " ° ✓ - i WATERSHED ANALYSIS: POST—DEVELOPMENT WATERSHED CHARACTERISTICS: INPUT PARAMETERS FOR THE SCS TR-55 WATERSHED CHARACTERISTICS DEFINED AS INPUT PARAMETERS (USING THE HYDROCAD PROGRAM). ` \ WATERSHED A: FF\ r NOD&A 1 ` ` TOTAL WATERSHED AREA = 39,99525E PERVIOUS AREA (LANDSCAPING) = 1,8262SF IMPERVIOUS AREA (BUILDINGS & PAVEMENT) = 38,1692SF \:( 8 $'3 \ ` ` TIME OF CONCENTRATION: \\ SHEET FLOW SEGMENT A-B (PAVEMENT): 452LF ® 2.2% SHALLOW CONCENTRATED FLOW SEGMENT B-C (PAVEMENT GUTTER): 3562LF ® 0.9% RUNOFF (FROM WATERSHED A) FLOWS TO NODE:A (AN EXISTING MUNICIPAL CATCH BASIN AT HE CORNER OF CONGRESS STREET AND DERBY STREET). STORMWATER QUALITY TREATMENT 15 ENHANCED IN POST-DEVELOPMENT WITH A SLIGHTLY REDUCED WATERSHED AREA. RUNOFF FROM THE PARKING LOT IS TREATED THRU DEEP-SUMP CATCH BASINS. WATERSHED B: ° - l� TOTAL WATERSHED AREA = 55,95225E } I - IMPERVIOUS ARE (BUILDINGS & PAVEMENT) = 550982SF I / __ ___ PERVIOUS AREA (LANDSCAPING) 8542SF - A (BU NT 1 TIME OF CONCENTRATION: SHEET FLOW SEGMENT A-B PAVEMENT):SO2 LF ® 1.8% PIPE FLOW SEGMENT B-C: 1442LF ® 1.2% STORMCEPTOR SEGMENT C-0: TIME IN BASIN SEGMENT D E 1812LF ® 1 2% PIPE FLOW STORMWATER QUALITY TREATMENT IS ENHANCED IN POI (WITH A NEW STORMCEPT ) AND THIRD ADDITIONAL HOODED DEEP-SUMP CATCH BASINS. EXISTING HOTEL PARKING r RUNOFF (FROM WATERSHED B) FLOWS TO NODE:B (AN EXISTING PRIVATE DRAIN MANHOLE STRUCTURE AT THE CORNER OF WHARF ROAD) _ T WI OR A WATERSHEDCl: - 3.97225E I - - TOTAL WATERSHED- / ' PERVIOUS AREA (LANDSCAPING) = O2SF IMPERVIOUS AREA (PAVERS FOR PEDESTRIAN USE ONLY) = 3,9722SF TIME OF CONCENTRATION I \ EYSTING PARKING LOT RUNOFF SHEET FLOW SEGMENTA B (PAVERS). T E- ® 0.6% �-!� SHALLOW CONCENTRATED FLOW SEGMENT B-C (PAVERS): 512LF ® 1.0% (watershed area reducedDslightly) - �� A'6 WATERSHED C1 LAND USE HAS BEEN CHANGED FROM AN EXISTING PARKING LOT TO A/ e ---- RUNOFF (FROM WATERSHED RCI) FLOWS IAN ATO NODE CLK (WTH O VEHICULAR USE). _ (OVER THE SIDEWALK DISCHARGING DIRECTLY INTO THE SOUTH RIVER). LEGEND - , A R e TOTAL WATERSHED WATERSHEDC2:= 13,4942SF WATERSHED ANALYSIS W Fi T E i r S H E D O A y/ PERVIOUS AREA (LANDSCAPING) = O±SF 1 i -- / IpT IMPERVIOUS AREA (ROOF RUNOFF) = 13,494tSF ���III III r _ TIME OF CONCENTRATION-GMENT A-B ROOF RUNOFF : 101 ® 0.1% �� �� STUDY AREA (DIVIDING LINE) SHEET LO SE A ( ) A ' » � WATERSHED C2 LAND USE HAS BEEN CHANGED FROM AN EXISTING ������ WATERSHED DIVIDE (RIDGELINE) " CHOWDER HOUSE w PARKING LOT TO A BUILDING'S ROOF (RUBBER ROOF WHERE RAINWATER IS COLLECTED). B OWNSPOUT TO NOI (AN EXISTING CATCH BASIN STRUCTURE WHICH WILLRUNOFF (FROM WATERSHED C2) IS DIRECTED BY A OBE CONVERTED TO A DRAINAGE MANHOLE MINIMIZINGTTHE) WHICH F OW TO HEENTLY EXISTING 21ARNCH OUTLETGES Y INTO(NOR TOF FINZ). RIVER, yPATERSHED:A DEFINED AS INPUT ED FPAR METCATION ERS SN HEHHYDROCAD RSHED APROGRAM)ICS HYDRAULIC PROFILE (FLOW PATH) TO CALCULATE TIME OF CONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN I WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE INTEREST THE WATERSHED TO THE POINT OF COLLECTION (TYPICALLY THE WEIR CONTROL STRUCTURE AND/OR EARTHEN BERM) POINT OF THE SALEM WATERFRON B C ' HYDRAULIC PROFILE SEGMENT - _ � HOT L & SUITE CONDOMI µM i _ _ O a a�.. d ' "R AID ' PRIMARY NODE OUTLET POINT OF DISCHARGE) WEIR CONTROL I a // A�+'i2.0 / / fi o I NODE:A (� / H "RUSSIAN I STRUCTURE AND/OR OUTLET PIPE AND/OR CATCH BASIN CONTROL , W C ' -- V\• / / / STRUCTURE CALLED "POND" IN THE HYDROCAD PROGRAM ii W SOCIETY" �� 411, u �� Colo / 0 - � - _- —r � H - - + �� �U�U NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED Q ' �__L�� i / ® Q I f0 ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD N I44 I s 'r I /� / ( •���- r n --_ ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. I w 0 PQ NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, N I EAS ERN � / / /y - ° I w i i � THIS PLAN IS FOR PERMITTING PURPOSES ONLY. 04 `I qad BACK o / 1 � � �x, Q � � Q 6j i w Z � I ��p�tH of MgSs�C C) ' I \ I �i 1/.1 I ❑ �vai F a I w'Crvi� ym i Cd Cdz INVout=7 1 No.33658 U) I PARKING--LOT O F 1) W 9F Pio rn ��. TREATED JN' At N �� A a `/j k' STORMCEPTOR a / (before dischar e i to No e LU discharge � ) ° z � "TANCOOK N0. DATE DESCRIPTION _ ) I w 1 T �D O J3 � -- �-A `� CRESCENT" ; o A WATERSHED �w _ p ® / - ,� ANALYSIS 0. 0 3 �t _ / • _ _ ; m TO ACCOMPANY A Lr) mil. "�. - , - — -- _ , - , y # °o NOTICE OF INTENT APPLICATION showing _ ., -- � ; � - � 181 IP �,.� n a� m Qax 14 PIP - FLOW 1.z% - - moo E:B or / POST-DEVELOPMENT N T 4 z tl' -_ w r 'o , a� �� nl asx of o,. o x E. Flaw NVout ] - — _ - 6 m - O�a U �� — o 1. C NS INV' ) v - � m o � x — -- -= -- \\ - y q I , or e K � F� ,_. I f cT. i "ARBtLLA" (�' / ! ❑ SALEM WATERFRONT fi I HOTEL EXPANSION CID wl EXPAN IO �; WATERSHED : C2 o., CONDOMINIUM I I Congress and Derby Streets LU , ROOD 3t FF (from the entire roof) > PARKING LOT I a - DISCHARGE INTO EXISTING OUTLET / ) h Salem, Massachusetts B ,- - - - - — 12.0 r ` z Property of: Pickering Wharf Condominium Trust (Parcel 3) arid \ I nl , q The Salem Waterfront Hotel and Suites Condominium o I I 1 I (Parcels lA & 4) and The Salem Waterfront Hotel & Suites, LLC (Parcels 1B, 2A & 2B o° PLDE #06-05 Date: May 12, 2014 'v 1_ T- \ a ----1 A 1 �� -- a, I Scale: 1" = 20' Sheet 11 of 11 o li -11 of C1 14LF SHE T ® 0.690 nl Tl� -- — \� PATROWICZ 2 mI OVI4 OPrt A tlN m �� I i, i ,� B 51LF� LAND DEVELOPMENT ENGINEERING a �ER ® GRAPHIC SCALE A CA o �_a�........_ , . , ,�, : , : �� k "'* r� � � — � 1% _ _ � !1 1 �� ` �_� 14 Brown Street, Salem, MA 01970 Gu o o DE C1 GRP L =� 11 _ rn ""u _ �� doom m o 10 so w w (978) 836-6400 ---- - rn - - -- _— - - -- i 1 1 -- - --- NORTH SHORE SURVEY CORPORATION "ARBELLA ET > 14 Brow Salem, MAA 01970 MassDEP FILE: 6 n Street, t7 1 h 20 it ( 44 E 3 U O U N u FF -� TWO-WAY 3 4 00 Fri 1 R a ^4 "BowurrcH„ WAY _ ONE O WAY ONE ppp 1 V u LL WAY G� _ "CHOWDER HOUSE" o b34 - -- n I 9 - Ww PICKERWC �j ---- � 8163-173 DERBY STREET R. TERIOR 3 • NATIONAL I PARKOF SERVICE r^ i C 1 - MARITIME PARK "J i- THE SALEM WATERFR t lam, SALEM ASSriSsoR's MAP 35. Lor 40A HOTEL & SUITES CONDO NIUM RUSSIAN AID $p ({��aa ,. '• ao3 /„ SOCIETY Q u ❑ LJL•lLli-1 - A p - Il ONE T -zoo- r ONE WAY ��' - _ - � ERN � � V o 4 -_ WAY � R CU II 1 "HARK j� BAAK Qe Mn_ - EMERALll" C V� -200- wl 0 WAY • 1 (see note N7 sheet-.. ZONE „ Z O (J 0 PARKINj A 7K LOTT z "TANCOO 1= ---- O CR SN „ a pp ONE 3 - ONE C .�. \ -- _ - WAV :� — -- -- WAY C6 � - AK0EoONE > ,x „M f00 FOOT TOCBJt WAV NE EMERALD"fiv GANOPY CANOPY C O � -_- - _--� CANOCn PY I ❑ _-__ • ____---_ t1 � C�� 5 - f00-FOOT INNER-R/PARlANT Q -- -----' _ -_- CL W (see note 2; s ZONE o x B heat 8J II 3 "ARBELLA" d V u 3 " u RE RIGGER" J U_ "sQu� c SALEM WATERFRONT c -- - HOTEL EXPANSION z al 7 d NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED U F_- - = - —' LAND SUBJECT TO COASTAL STORY n F T (only approval)MARINA TO ADJUST FINAL GRADES onl with PLDE a roval AS NECESSARY BASED ON FIELD _ • FLOWAGE/100-YEAR FEMA FLOOD a CONDOMINIUM % ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. o ---- AE ZONE (Located on thevertical PARKING LOT (� ' "PRIVATtIt" t _ C-4 ---__----- ---- face of the existing sheetp; =) _ '+I _--- _ " a See note #L. g I _ 1 — l NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, � ------ — � C<> � • THIS PLAN IS FOR PERMITTING PURPOSES ONLY. o - SEATING WALL o - -N - Cy == z s O AllOf MqS r I ___ _ .s4..WW£waroNa'PAIRtFXILo`et c - __ -� ` ARBELLA - µ�`F �� 2��pSca�. TT IANCy 3 MEAN fIICH HATER------ ------- + - - - �_ D' 's 1 • PATRCMCZ %, v L elevation 4.4 NGVD'29 d -- - pnr- . _ o CNIL. .y • ' 4 (ERN LO__ RATER ) —_-___-- < < mor v 9 No.3365G + �COp TEAL BANNS gu ) 7 4 REVISED ARCHITECTURE n bridge e ton-4.4 NCVD'29) o o sheet wall Fp1 Q 6 26 1 E (eliminated pedestria & Z LAND SUBJ COASTAL STORY _ enlarged canopy) Q W • FLOWACE/100- FEMA FLOOD J a AE ZONE (Loeataced on ` rI existing ground sidewalk elevation _ ^ • �[IJ NO. DATE DESCRIPTION MARINA N SITE PLAN v LAND SUBJECT TO COASTAL STORY- oFLOIIAGE/f00-YEAR FEMA FLOOD - Gi;NTO0" - \ AE ZONE (Located on the vertical 3 e of raised concrete patio) TO ACCOMPANY A LO NOTICE OF INTENT APPLICATION " TURK" showing LOCUS ---- v v w o000 �- v T --- -- (40-scale) for the \ � SALEM WATERFRONT Of E HOTEL EXPANSION MARINA Congress and Derby Streets �eP ��� v � Salem, Massachusetts 2 z N Property of: Pickering Wharf Condominium Trust (Parcel 3) J 4 and Q The Salem Waterfront Hotel and Suites Condominium o \ (Parcels lA & 4) and E The Salem Waterfront Hotel & Suites, LLC \ (Parcels 1B, 2A & 2B) o Q N y �\ PLDE #06-05 Date: May 12, 2014 \\ Scale: 1" = 10' Sheet 1 of 11 0 GRAPHIC SCALE PATROWICZ M 40 0 20 40 ea 160 LAND DEVELOPMENT ENGINEERING 0 14 Brown Street, Salem, MA 01970 U) (978) 836-6400 of ( IN FEET ) 1 inch = 40 ft NORTH E BORE ownrSURVEY, CORP, MACORATIO MassDEP FILE on 14 (978) 744-4800 #064-0569 03 ur C E J 0 O 0 j - _ ,;>" • GRAPHIC SCALE t 1 y _ ��, JY w.„” f i " °T \ \ \ © .cao- > /`�� , S1g-13'33.. J J " � •�-,°.• -�� \ �� 'i rx im,rw _ ®'' ` 20 0 10 20 40 80 °..., s •°" ,Trxxas<«a� > J ao.os• E J RE-�r/i\ r ,a.. _ _� ,. �- n _ _ ny " RE T 1l 4 J <c A� Dd ___-r j• u..r' -a ` J /, J r _.� ti _ - i t =7 _-_q- , •r r / , , /' rrv_ 7—mac• -__ - ("000 y -- _ ' IN FEET „ j o< '9� I - _- _ ARIABIE MOTH) � � I �e >' ( ) -TMt - - _E « C+ _- 1 inch - 20 ft 0-WAY J 'i- - - - B41oTM1 � TW '� --� ems., �'^�N• •� _ ___^au -_ __ _ _VN6 .>__. . _ _ _ •xrx un_xn _ t _ _ — — - — " ` _ LEADFEAL Wz T- O xaw„pREMRE<.,,„ ax< ,. _ _>_ - l _ •-^+ _ J _ __ _ D ,a x,.-,:, _. F..- I ;xr J ` v� '` f .t_ y .7Y _ __ _ ” - — .w - - _ .•• Nm «w i s.-"I°"r- __ \ ` 9^ J ",,.j, .l _ _ ♦ , _ - , _ - -„_ - i � PER w«"",xo T33g3.- J .,, 1ea-x� .rA"•a«••- - - _ " - 1 197.13 5 / F. -.. ,. J _ - - - I �I r �-- � w ♦ : axe�.."° � > J �..v _ __ _�� mrw.J I x" _ > � '` - � �— ,....._s,nn r � _.� •^'w,_ - - _ � I > I I ,x "< 5 s : /. � ry I ! I / y xi." a / `"' s7g•4 -- _-- ,.«._-e-.__ ! � _ _ 1 iti� . > ` PARCEL 4 ,�l- �- - Y : i - 'I 2E _,_ �;.- i „. E. J - @ I a.k.a 'LOT A 1� t .K I � :` _ --o \I m J �..,, - I y` -> i - OSE ,� 1 r o 'T s Z #2'85 DERBY ST}3EET a.Y I / w ANA ' u C — ;; `.EANNERE 37�'i33"E i \ WAy ® „BOWDITCH" %I > �AREA=12o416f�F5UTEs „9 e'ol"„ .!� Iv ; '� " -- - _ rsz ;r . ' k uw E SALEM NT HOTEL AND v l SA Y ASSESSORS YAP 34. IDT 445 < �I / • 2 111 rx7 J , I ♦ I w.,i .-- WWI w \ BOOK 24050, PACE 94 -- - {, > ' "+� " S r ! l I -� tl 'k 11 \ yMa J � '� I � I v I j }\ }'- i _ _•r '$ ,iy m I al � r I yY '� ♦3' @ . .m, il'�" a� mow+. I rII V T x.:. ' ! v. Q 1 ce a i lr !1 w J �a m e� i < a o T ON - I I ri I v _ I x,.e.,, z i! - � I �' J ♦ �I� I: 1 !i' I p c O m a•. : I -_ I 1 a• 3 r y 23 C �I I ..._�„ am,J_6'�'I I a 4v Q _ �1�» ' a - LEGEND ( PP r v sa6 «°a " �� I ' c tAT 1 s h Til (applies t0 all sheets) na # m vv1' " Ie `a:11 \M = O 2 J 4 5 I - -- - - - ___ ` 17'49"E ( "amr, \�� PIARY�7 ,T'r enr T J J J Y ` 122.03 ---- 'wL \,x '_.�,,u °.,I [�' j `.v Salem MEAN HIGH WATER (MHW) a �; e -j'! �r �._ T i -. ,.� I > saw approximate line PICKERING I ° ; ♦ , , ' (elevation = 4.4: NGVD'29 datum) 3 _ S, _ _ l �. PRE I AI THE SALEM WATERFRONT r �,, { 10 CMR 10.23) s' o r HOTEL & SUITES CONDOMINIUM �� w - - - " mrA �� \ .� �_ �� �� 1 ovu�-0n wx=,ze9lxx,utl tr ,Q 1w LN/ > II (3 3) I ! (( I I 3 aovmso hx ' " I PARCEL lA « TOP OF COASTAL BANK (TOCB) 11IIa° m #223-231 a/.yaal6�.�azWi,a dlI43 •-dS//�/-�///a/� a - ''- '-0!r rr"'>�q I1'I�-I'" g •t>> :ate__;m_-_—_.. I #223 c2o3ND1DMDERBY STREET ., ,.W.,.-Sa<,,>o-F �.ia',g`_''w/"o"xA{,�I1 I�.o/I•r"'�I i I<mx Tw«'-vYl"j0 ,I' m,w ly.e. '\II :ax„❑-_u�x�_❑u-�" ,w - Ma ssDEP Policy 92-1 F igure #4 T/ESALEM MA/ERFFONT ENLEE AND SU(THS (310 CMR 10.30) SALEM ASSESSORS YAP34, LOT 446 NOEzPDEI IA.94 AREA s9sx <o, FEMA AE ZONE N86.30'48"R "RUSSIAN AIDs7.z5 w >_ 56.szT J (elevation 9.81: NGVD'29 datum) EMENT sALN AsessORs uv a4LOT 4flrSOCIETY' 7f-�� Z Q ACCESS RAN _ . — . — - RIVERFRONT 100-FOOT INNER-RIPARIAN ZONE r- 6040 (measured from MHW) T .4 D. w 310 CMR 10 58O AIRT 5 .41 RIVERFRONT 200-FOOT INNER-RIPARIAN ZONE= a H (measured from MHW) (310 CMR 10 .58) NEa«:TEASTERN / Coastal Wetlands 100-FOOT BUFFER v BANK AY (measured from TOCB)y Frd PARCEL 1B # w LL A r ! m /19 CONGRESS STREET = a� J ONE ,,, r m s N, IL I \ -� m T/(E.SALEM NATFILDEN]' ^F / m 'I m o IrorEL h su(Tf,S LL➢ i «(qtr« s ����� WAY / / I �� y m c �J I mALEY ASSESSOR YAP.,4. �� �n r J d 20o-FOOT OUTER-RIp �" + ,' "TANCOOK W NOTE: TffiS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED s y H ' TO ADJUST FINAL GRADES (onlywith PLDE approval) AS NECESSARY BASED ON FIELD C I o 8 T REV j �+ y ARIAN ZQNE / P �n - 03 4 d 1 m x BOOR sflx,s, PaOE sa> — (se° Hots 7' ) , p N ONE '° �"" (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. EL s r _ / g �� CRESCENT" I APPROVAL! i Z PUN RODE s4s. rare to s a ACTUALITIES AP AREA - 6,9fl315F' - J '�« .n - s ' T I \` J j si , '`,,, i WAY I O NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, ci \ d' i d ° EASTERN \'`� d I i°' > \ ��li I i I THIS PLAN IS FOR PERMITTING PURPOSES ONLY. w i 3 ' B K WHERRY ROW / J Y rn=nl_o4oe j/� yaJ 1\V PARKING m J SE , o - Y 04 LOT / J > x `- r c @ I 87.32'20 3 g �= d' �'` rr�axna(zxe.,xx,xx-,) = / , „ CO s 1 z \ v Na.33858 / Id �' J r :\ f /f.. ' > s,, ,; p xx � T ' ,,.w_„o 1 40 00•' 1 ....,. \ ' - 9F QL♦i. / ! 4) 3 ”" _ `w.-a.,. N w v_. T Y g v '4_• Ql ww d J '9 ! ' " °�"°°° I, ' r""'"" -- <xx,w �` -� t 6�26�14 REVISED ARCHITECTURE (eliminated pedestrian bridge & N ! = O �- / x TANCOOK 9 ., etr<, L o. 3 M _ I _ N + >n enlarged canopy) Z "m c 0..E N -\- -- '' / :ID ...rx�,. t CRESCENT" oe j a'„� „< 3 i > A1. ' S85- NE ax "rq ', $ m .z.eW.nx nxx, �/ ~ o o a s WA -0> ` J - o— 9-=� \ ,' .Q J J 1 i m > J I a' «"` ' N0. DATE DESCRIPTION v - A w 985' - J anew. J /, / J r I wx 8 n v 132.29', J �. x PRIEK W .�maVy, \�t sa ❑ m,z"o< 'l•esN/«sYd i s'AL1TassE -ror 4oe169d.3a rw", -T�-�-R P—A,tS(SmAJGeEa=s�u -fri •N�_..- . E�--o - "��•cf--•„,�rv'w��.. ' - d,x 1 . - >/�f� y >Y-�.+� /{i'• `--/_. J—t1 N8i5,•J'� ,1 .r-;•o"v<.`,y�>=- - _. _® _ _a`�,.rx.wy„„,a<",,, \` � �RE, ------- f,1 i -' M TWO-WAY €* PoPARCEL (\\ a 'ONE 1I I.ONED / � /NAEP - N r: o IWAY) ♦ fi r'l .Iw �Iu�•O•\ yaD' � y Y L" w < 11" d'- / - SITE PLAN ' 585 09' " PRE d 168.30 � \� df0_0-FT ! NER aRCA_,e,. 4sP � erzPARCEnote sheet 8) ,p .1 A RIPAIA �ZOk Yry a : I + RE TO ACCOMPANY A COACRESS STREET O 1.M4TExr BUFFER ZONE / A xAR , vane 53A­ AREA - 1,Y49t>F 0 - ) NOTICE OF INTENT APPLICATION a � � A eo- we,<o �a`OEx showing. 84'23'03-E RE N8445'48"E d "ARBELIA EXISTING CONDITIONS Z 4- WY tr(I 1ii q► ' 14? " ti� If I s \ <�x d (20-scale) "SQUARE RIGGER" d for theG > T : bm2=iosgm.=.n°e d CONDOMINIUM- PARKIN LOT E \ < x4` _e1 sr I/! I•!`I y>" \ \ ♦ ° g,isI b x♦iax"" P e,c.xexre(m,xe.R.x—zl x.)•€>_ 'd a ' > ♦ , ,�"-1�r-J----\-rI --J,- aw -�_l� SALEM WATERFRONT RR a U d b f ` s �9" � va /�/"•'i" 4 �I 1 W i � I •I 11 "PRIVATEER" %` « " (IRE , � . � I ii r 4 ' HOTEL 0TEL E XP AN S I O N j EXSTING MARINA PARKREOF THE CITY OF SAI EM § PARCEL 2B CERTIFICATE 7440 DRAIN !SNE U) d y d PIER STREET d - Congress an Derby Streets SL6Y ASSESORS YAY.,I, LET 41RORI RE, EzesuW EXSTING MARINA BUILDING PACE AREA ELLTEtSP _ ! J 1 Salem, Massachusetts TP Property of: Pickering Wharf Condominium Trust (Parcel 3) and EREE `° The Salem Waterfront Hotel and Suites Condominium 'm Co e 6 40 ses ? �s > { t. i� ! 1 (Parcels lA 4) x. z6s4 1 E, � '.3 � I � > L �� and m m The Salem Waterfront Hotel & Suites, LLC 1 y ` ` " (Parcels 1B, 2A & 2B) V¢k._ _ _ 'O >i r0 i 1 .• a _4s,— " rl Yy O E m I a s I \ I 17:` -A a,+m. y - °~ e- >� t) ` �� = I �.' --___ __-_ _ _ m —I��� _IE «n.,xwR J i ? a ° i \I ;/ x > � s _ v Y ° ! '� ,Is �. - `�--- -- -----=^ - Z�� \ ; „\ g 1 $ ' > - Date: May 12, 2014 .a. >• r= o ----- ------- ---- L''XISTING FLOATING - & PLDE 06 05 a a ARBELLA I t ' ----- -- -- - TING DOCK - - "--° =1 - - Scale: 1" = 20' Sheet 2 of 11 > MEAN HIGH HATER - s 5 _\ (elevation:4.4 IVVD'29) & - ------___-- GANGNAY _ '� '\' ' 3 d - _ uo,- PATROWICZ o 1 W a MEAN LOW NATER — `__->° _.. _ _ _ �-i I , - �L7C1C7� T g (ele„atio,d-4.e NevD zs) -----_, t ��� jv _q_,a,. ! J i "�';�, i% T LAND DEVELOPMENT ENGINEERING n i Ell Y a LAND SUBJECT TO COASTAL STORY -------- g " �£ _ _ f J __ X11 \' ! o i _ c� FLOWAGE/100-YEAR FEMA FLOOD COASTAL BANK figure 2 'o o �" ' *' \` F'Y J ..�, - > 14 Brown Street, Salem, MA 01970 d U e r, ° m� x PICKERING WHARF AE ZONE (Located on the vertical to o sheet wall �� ' J - ---�"- ' �� %' J. I `�''` \\�a"�d�> ' ,. - ""'=-`i _ ( ) � 978 836-6400 Is < I \ MARINA of the existing sheetpile wall) - a ' - m`.No J < /J°/ '- �r �T �_ see note sheet 8 ",. �- z _.. J J I _.,_._._. o _ ° m ( ) LAND SUBJECT TO COASTAL sroRd(- �-, « \ - - —s-y - " X NORTH SHORE SURVEY CORPORATION �/ o "" / ^ ;; ;� ' \ 'r.. ^-r- Tr ______ 14 Brown Street, Salem, MA 01970 I�assDEP FILE: m z 9 �z S O U T H (tidal) R I VER PEONAGE (0-YEAR FEMA FLOOD " AE ZONE Location based on `" J ' /r i i s ``e I > 064-056 3 CJ 4 �o , / / !L , d d existing ground sidewalk elevation) ^"`• �> �� TT �` ', / / A, v �,/ (978) 744-4800 ff c r) E 0 O O. U � �. A EASTERN .� % v ." � , i`�� I z �F 1, 90 GRAPHIC SCALE Ell, e� - z a �� l< (ex)'w THE SALEM WATERFRONT N to e 5 e Ze w BANK a� a, �� _ ( g) 2. 8 HOTEL & SUITES CONDOMINIUM FFE-11.78 on rug) / / \ , m (ex)� �. --- (ex -- -- a o ��\ ( IN FEET ) -- -- \ cs _ CB RIMT RIM 11.79 3 � NEWIDMH �B'°c6wY=11.ss „9� FFE=12.64(on rug) 1 inch 10 ft. t" BRICK SIDEWALK ,is+,\7� aK vim .$ RIM '11. 4 p w LANDLJ SCAPING , 'S\ o ''\ r T� ! �_0� -"� I A 0 4 Fr _ � d1Z40 �-- -_- '��" � v \ O4J ) REFER TO UTILITIES SHEETS FORK DRAENAGE PIPE INVER ,ISONOPES AMD SIZES. ?r TScepv� � Ok IQ44 / apREFER TO U TIES S S FO CONFLICT CALCULAT V � 2 w 1,.88 D/ -0% r .' f �, � Z pppuff„ 1.96 ti' / NNS NEW CB us % a ° �, .� o's Ma '0T (ex)w (e' CON OMIN CB�RIlF10.a7 / RIM=11 X20 RESET VGC \ y O �� s �% MAX / or new grades) _ " PARKING " OT SLOPE NEW VGC T �. �I FFE=26.62(2nd floor on rug) ,01 0 (ABAND 12.38 Slf P, 4 + 11.55 �� vcC (ABANDON) X120 \ I j'DYH Hlkn. w (ex) .' 0% ,. - v CB RIY 10.35 / - l 125' +� - - - tt SS, RECONSTRU I' - In 1 (ARAN O _ � ° - 12.10 L 0� > �pq _ nor( HC RAMP �^ �} N 8 Ltty vcc 1(ABAt„�p•� o, \ o d' uuuDlNc%v2ROHoNc TANCOOK 0- ,5 RESET % 11.60 +11 A / » RESET VG °�` A 0 ©RICK DT 'x ' " +,?' +12.'1'£` - > %� 0 .r FFE=12.69 the floor er ,1.6a'e � _;� �� ,2.40 G �� ( ) fi - CRESCENT o- new `,v � a -� o r �I�p+� (for new grades) ��oX RESET (for grades)q w �° �,o�.�`'\ X N e . ', s , '° b "'• BRICK SIDEWALK ` x FLUSH CURB / " nNDscAPwG , 6"l °1 \ F rs +12.23 �' 3 °o (for new grades) 2 Y=/o.sa Q URB(VGC) O 12 O �r, ,a �� t 11.75 . 12.59{, c CURB VGC p' \ o "< s•°+a:� J RECONSTRUCT HRICK °sIDEWAIK so •` _ # �R +� 7 ° \ BRCK SlorwAIK 1 o- `� - •t - j I(A A ON 12.09 9 11.70+ • " o^ FLUSH CURB --le.s- in k ) 3(P J m DMH RIY 1173 z l r , \ b 1• k REUSE(ex V C * \`- YO 1. 8+ rl -, _I RESET +� \ y< i 12.19 \, N% o NEW HC -�` 0 5 / �\ �`e / u , \ NEW DAIH�_ "-HC RAMP /G o :• �, URICK o new Drades �� ,ry0 $ \ y 9 q + 9 +12.15 ~"• F 1 i�1' < TREUSE(ex)VGC NSTRUCT X-W / o \ RIM=11. 7 i +12.40 g RAMP +11.20 RELOCATED ,5 11.40(ex`�ir S,, `� 1 i'� +. +12.20 •7^"' 1 09 ALK NEW HC 4 d• Q h n. o s 0 12.00+ i HC RAMP v( ) / �� / 61. o \ c 1 `a1. 11.9 ,, max ko /o i �'--- 7 . L� \ ��2' °�` \ 1L0+ ;11.80+ FLUSH CURB RAMP(s) ` PP, S FLUSH CURB i ` -- - - _ _ ^ ^1° �_ 6"HIGH c�\ „„. a i \ REUS ( ) GC F URB +11.30 - - - - - - \ - EX.ASPHALT ROADWAY (,}Iqb (ror 11 80+x-_-F-T� �8g� p� - j j; R ( ) FLUSH CURB HC RE FLUSH - v' �_ coo LUSH C ° v o ____ r vcc 11.50-V _ NO Cue VGC - -- EexV ) °a p e 1 RAMP - _ 41 - s°^a^� ) - - - - - - - - RIM-11.31 -- - �. %. -- - -- -T- i� 5- o,�� 3 ff /'" q I - 31 15`DMi yrv.) --- __ J DMH RIY 11 C _ _ \ TRANSITION CURB-- `FLUSH CURB CV / 7 py v -- IN - sA y ) - -- -- - - -- - +12.15 - - - - - 7 9 I o x aPLD� ASSUME- V NEW HC :g Ts9 %� ''g csy 4` EXISTING DONf�-GRADIENT _ ( ) �. ICANOI'Y :'-----------12_7 + --- F S - - --_ _ -- RAMP --� - - - 11.40+� I S LL 7 PI ARE FUNCTIONING ' ----_-__ - _ �° a FLUSH CURB PES ° * ---- B _ FLUSH CURB-� R >s d 1.81 ex y , ExlsnNc n5'HALr RonownY°r ------ -______ -- ERLY 12. -- ------�;--I u,o __ C , ? dy� 4�kil o a REUSE(ex)VGC P - + (" G < s 1 g NEW HC x . o.s 100-FOOT BUFFER `". ,1z.4sn $ ®„ If \o� C .30 - - r, I o ZONE- ;+12 43 G C A N l/ -"° �- °=-----'-23 13+\/'' 1 q "a 1 1 ( 5 RAMP 1 t ao a o.s% 6 I I --- '� NEWHC U +11 + 04 1.93 e % 'rne o I 1 0 0 ^ --- .( 2.29 / r ( ) I ( asured f` ,,, TO o b u_6 0 12.43+ -- NEW ------------- 1 5 mol° , /�r STORMCEPTOR 0 S9 1J�' [ 1 CB) o l °<1 ll.o o° O s� p x ) 1 RELOCATE 1323 } (src9oo) +z P� C A N( F Y -_v, 12.,5+ • +1 .35 t, EX.HC RAMP / BRICK SIDEWALK - --too-FOO ' +FFE=12.50 0� RIM=12.21 P� o� 0 59 „� X20 T o 3os I XIX �E F - vi ^- _�!'� • /� T o ° ° � RESET �' REMOVE %WALK11 SINNER RIPARIAN E--� - ,2.29 _ ,1a I G �� �.a % BRIGK SIDEWALK ,,.47 °�, �.97(ex)(see /� ZON �� �, ,2.26 1 (farnew grades)W a to #7, sheet 8) - _ 39 ,% o-s -1 � v w A* "p 7 A � EXISTING ASPHALT PARKING LOT _� Al a ._ CB RIY=10.63 1;.26 ' +FFE=12.50 �: -' y3 r3+ ' o% ,2.0 ) ." 12.1 ,,; - ,,� a " ,� •i " REUSE N ' ' - -- 1.32(e�x --12 ------� BRICK SIDEWALK - 11.99 IR(fad) x13o d Pal to vcc+ ;-10 CBwY=10.57 11 `:+ s �r l 's` s' _ NNa CB ItIY=10.55 VGC ;Y a r ,A p. REUSE ,'1 8• ,^ ti a if possible) 1x °RESET BRICK WALK H \�� #64:FFE=10.93(threshold) a ASPHAI r ;a1 w :' ., ,• _; �� ( I`, (for new grades ° v steep slope m this area) A•. -.110 IF, �ff- . t \� BRICK y D. S° 11.0 fro fe ° C) U "ARBELLA Ile " SED =8 �. q > PROPO - �I C ,,,• EX.PAVED PARKING (TO BE DEMOLISHED)- A y .;°�' ,ar I ,,;,,. ';e°°��] , NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED 0 ;� o BRICK ° a o SALEM WATERFRONT TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD ro 0 11HOTEL EXPANSION O 1i ` ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENOl T. a f� - f-'So-_ fit. +FFE 12.50 oy N S� �'� 0 PROPOSED FFE® 12 . 50 Ael NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, N a x'2.26 ," `�` ,8"' (ex) :' (NGVD� DATUM of 19��) FFE=12so ` 2.49 a a 12.43-+ f Q 1 yt, �d ff THIS PLAN IS FOR PERMITTING PURPOSES ONLY. `s �, yap; 5= T - - -fin 3� _ �, y CONDOMINIUM ,� �S FFE 124' z :r r a .°" N OF N r� / (concrete) s �` A o I�;F PARKING LOTSCOTT IANC'°s 5 - AS o a FFE=12.5 ¢ PATROWICZ m 2 " - - - - :1 V a / L �n DOOR __ - _.._ - / aa`_ - --. -- - --' I k•d ,1 .A ,� ori ON BASEMENT) `ar°•- ; ° HP:12 v ,DNo.33658 y > s 53 g;I BE=zME ,� EX.ASPHALT PARKING LOT (TO BE DEMOLISHED) ` o 0/ Ci2.53 =� � q °°n°rete) ;8 u�\ ij 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & A�Err g oPY) z (eX) a = - 8 :ff P N0. DATE DESCRIPTION ,z 12.44iF d :1± v W o m 6 EXISTING ASPHALT PARKING LOT - TI " EX.MARINA BUILDING (TO BE DEMOLISHED)- \ ,N° -Ta. 0 0 :a .� �s4. � ; - - -- SITE P (13 :� .8 :8 , EGE-70.08 s Y i (concrete) C> a w TO ACCOMPANY A z 12.49 - �� ALL R0ED DRAINAGE FROM - - _-. N ca ruY s.92 � NOTICE I CAT I 0 N o 'NS m I " PROPOSED BUILDING SHALL a O F INTENT P P 1 -- to *� X2.76 I e EXIT AT THIS POINT FFE=12.5 ,ff•° ,5 s - - - - Q OVER A N 12.50+ ,z.as �- 1 - showing h wing � � , � m� FFE-12.50, � � ,� o � ,,. PAVLD SIDEWALK . � � 12.4 + - � 0 12. " I� ° TRH i o 12.49+ DOOR W 9 T 12.49+ _ ,os GRADING (EARTHWORK) __ INSTALL 21OtLF SNOW FEN IINSTALL 2>OtLF HAYBA a z . .3/ o 0 8 rr / �� SEATIN a (strap to rnili a° (set ort a LEs oz g _ � WAIL n9 for debris ontrvl -Tilting concrete walkwa W z rc W ,2.,7+ H T° - A ( outh de ofproject) Y 13.02+ -- __-- -- F+ - W-LKWAY -- - _ __1 +12.48 ) near rani T erVSi.O y �� -_eI nc.�� r D0 H +12.46 MATO _ U +12.72 ---- -- , ng c o ,. y _ iN L n � W - control) °°"I �m `° � S Sfor he ICL a q7o 11l 12.40+ Al2.40+ 12.40+ CHANGE +10.35 �r g . , CB REMOVE/RE-INSTALL DH(f ) -- s� •--- ----. f 3 a 1L1 ( ) ° r 4 R To DMH �v Y BRIDGE RAILING & -- - .es' 3.10 I �n w « 2.959° ,'o rt v, °'' „ -- --- , INvo,.t 7.50 MATCH NEW CONCRETE (ex) <°� it. .°,. ,_., ° o, PROPOSED. ------------ 3 0 0 39 0 .� - - - r r17 o7 p16-�3.,< ' !<,: -<� i - [.6 o i .X 0 G sa,e� ,'� - 12.401 ✓q . . . . . . . . Yy WALI(IIAYa s� - a - - T EXISTING -- ----- t. : ,-.o _ a< ° ___ - - . . °t'i s��a is -ce a r ? r mu WALKWAY SALEM „0 i <Y<<, ,. a• •- m w Z�' +10.35 ti r o E CONGRESS'"STREET I I - -- ' , T Et .c,_,o ------ N� e I F� oZ o HOTEL Jk - wN�� DEwAIK N r� EXPANSION MSIDEWALK (per' MHD vA I --- -- -------� ����___'�+� --- 'T - ---- �= ------------- specifications - Ik�r«L ,,.ark• _ .w..o0o Fx oNe, ^ �, 1nc f o yti _ BEAM" �- _ U m -1 `� ��_ may' 1- r k•� , / -(an dpm vert - CAN 11lEVl.REI) C F� `n m s ci cations and OUFLM36-) _ - -- U / - - _ e -- '�- I-i-zisn - e �. *. L y INV out: -3.9 _-__--���_� LROrIOM OF NG @fAM_ a; .:�� - _ - T_ISTINC _ ✓ Congress eets F o - c�Nln_ H!o - EAwAlI oP '`°«<._ti� :a,r: `< ourt TlfrAN 'f L 7 0 to approvals) '� I (NcvD aJ lsas) -- _ � o W > , ,' - BLOCK __--_ -_ .G x ____ ______ ___-_ ���_ SEAWALL- a• `1 e��X �,(t,� -- __ -_ _- e- /tom,- -- } --__ _- eDGE ' R OF CAN II _ o^' ..D ,� o �-1� LI[1l`AY ,� a a I a -- EXIU _- �����-___ LEVERED CONC W KWAY / __-___ .. " - I ' 4 > - • °s 4��A J, Massachusetts O ---- --' -- � GXISTING -BEA - p TING -___�� - --- -- - - - INSTALL r� I � � Y � a ---- - - -- ---- - FLOATING --- -- ------------ "1 DOCKS 21St ----- ----- �- �f �g a i z Lt FLOATABLE Property of Picke g Wharf Condominium Trus reel ) - ___-- - - (,/br debris c BOOM o I ATER1 a r w H - --- m1n MEAN HIG - - orttrol) ----�• _ � wa e , a - -- EXISTING C �. ' a s The Salem Waterfront Slates Condominium -� - ----.--.----- . ANCWAY / Pickering and 3 , �AC (elevation:4.4 NGYD"29) 8c -- a ------------- M ---- ----- --_ z - aterfr nt Hotel and m EXTEND EX 12"DRAIN ----- - z, Ac - A '^^ o __ 11 MEAN LOW WATER - -- THRu SHEET PILE WALL --------- ----- � � �; �Ac� � (Parcels lA & 4) Q o PER CITY SPECS - ( AC l and z f (elevation -4.4 NGYD'29) �- --- ° �d0 nc a j The Salem WaterfrontHotel & Suites, LLC -- - - - - I / / (Parcels 1B, 2A & 2B) -------- --------------- - OQ5 -4111 ;� LAND SUBJECT TO COASTAL STORM COASTAL BANK ,fiigure#2 XACT 1�II nr� >" MARINA FLOWAGE/100- YEAR FEMA FLOOD FXAGT"' ATI°") PLDE #06-05 Date: May 12, 2014 a Y to o sheet ' e wall o ( f ° s� _ N AE ZONE Located on the vertical ) = L _�Ar� r ale' r' to' Sheet 3 of tt ,� ' I ,face of the existing sheetpile uxdl) PATRO�ICZ ;ff Q see note #5. LAND SUBJECT TO COASTAL STORM oUTLaT(zr•Rcr, - - ' I °G��IT,Tt `W ___ LAND DEVELOPMENT ENGINEERING z \ INvaa=os5 ?1"glacr) _zrD°� Rcr) 14 Brown Street, Salem, MA 01970 e FLOWAGE/100- YEAR FEMA FLOOD �b -� (978) 836-6400 m 0 AE ZONE (Location based on AVERS Co r.� I ; S O U T H (tidal ) R I V E R existing ground s�,dewalk elevation) " 9� NORTH SHORE SURVEY CORPORATION 14 Brown Street, Salem, MA 01970 MfJO EP FILE: r o 0a' \ (978) 744-4800 4-0569 � � I N a I C. N E U O U GRAPHIC SCALE N \ s / J 10,0\ / `� : 10 0 5 10 20 40 BRICK SIDEWALKCONCRETE LANDSCAPING � �•`` I / BRICK j C�\ os ,� ( IN FEET ) N LANDSCAPING A / ,� a '".__ ."11 1 inch = 10 ft. / CONCRETE 0`�° i VGC 1 FF / 'go tr" o - / ICB RIM=9.57 ga[t / m 10.5 EXISTING DRAINAGE f(wcJy- /CONCRETE - BRICK6 SIDEWALK -' s STRUCTURES TO REMAIN / `---------- a o-,yh' - - - - a r'" �, 10,5 VGC —Z— B^•s++favc ` ^f� I B BRICK SIDEWALK �� ASPHALT , + .I J��_ CB ®12.18 M ` ` ` ` ¢N �• \ BRICK $ I CB BIM 9.27 / - - _•�• - - / .�� 10,5 °` K' a ,p , enc -a_ I v °^° COBBLESTONE e 10.0.-�— — . , i - BRICK PATIO (grad(s on-this patio were adjusted from the grades shown here) P 7- BUILDING OVERHANG .* _ —I2$� BRICK SIDEWALK m 0. o to - r EXISTING PARKING LOT (TRASH ) d - - 11.0 (to renwin) B ICK , _• '6 N O / w /`fir'•\ I > 11,0 s �� CREW z 1 / • I / - o w I �_ _ > EXISTING PARKING LOT I / I z Y F W (t0 7'e'//6Q.'L7t) a a e O m a � I REUSE(ex)VGC / In we m I 11.78 sBRICK (ex)* / P" BASE _ a�12119 t a , "� FRPSH _ . q V I a vo✓ (7 ) WITH EXISTING VGC RD INV" o z --- / \ __.,. p' ADJUST NEW in field) '�, 5 <�on�cRi n 1 TO LINE UP tch t existing N ) \ - i (nca height of ng GC M1 a� RD INVovf �1 , f = RE-GRADE NEW PARKING ` Ce RIM10. AREA TO MATCH EXISTING x ��� �I� PAVEMENT & CURBING C) / y REUSE(ex)VGC f V / I Yo / y3 •a A i LL a � I lip I O / " s _ \\a N I j NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED BRICK a TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD BASE / I P „� " _ ° � ' ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. ' 12.23(ex)a =°12:44AS , I NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, C\I > P` --- - kEUSE/RF�ET(ex)VGC / 5 I� j RB.1Bro e THIS PLAN IS FOR PERMITTING PURPOSES ONLY. ` 1CNI 12.48 r 31 I I yam_. a REMOVE(ex)COLUMN -- �~-.� e - PATROW CZ y O ,I I U u No-33656 3 Q � . ;j ' VGC(new) i THE SALEM[ WATERFRONT 9F�1 Pio Al 1 6/26/14 REVISED ARCHITECTURE (eliminated enla enlarged canopy) bridge & g m s w� \ ; .I $ F HOTEL & SUITES CONDOMINIUM N No. DATE DESCRIPTION x NEW HC �� P, v Asp ALT ° pv I EXISTING PARKING LOT W V� RAMP ' ; FFE=12.60 on ru P I (to remain) =:° �; .;,NEW BRICK 2� ( g) i j (- SITE PLAN 9, �gpa i 1 ent '/I,Ge�CL7'edJ c� �A SH C) "P g€ 3 vGC '� I VCC(new) REFER TO UTILITIES SHEETS FOR DRAINAGE PIPE INVERTS, SLOPES AMD SIZES. c? > 3 p,+ ' S � _ _ - ---- a o, REUSE(ex)VGC i TO ACCOMPANY A p "'' ,v REFER TO UTILITIES SHEETS FOR PIPE CONFLICT CALCULATIONS. �°`""°# ° NOTICE OF INTENT APPLICATION 'o z ,>>° �� '' REMOVE(ex)COLUMN REMOVE(ex)CANOPY� u4 O o Ao �. LL showing x . f 1 iz GRADING (EARTHWORK) Z11 o ` ,yH g p I / I P y2 0 8 Y o �� ` ',, �' d* w4 s* a - o / m REUSE/RESET(ex)VGC i � (northside of project) (.) • $ `YL BRICK SIDEWALK ,eU ,p f/ to '� / d a I Ire i a gid` LANDSCAPING, o ¢' for the �- q / • LANDSCAPING �` _ - a �� ,w' (Loy H :m m e� r ,� > LO- LU ✓ / yx. ti' 'd" Pd ` FFE 11.60(on c.floor) - - -r- - - o CHANGE COVER TO DMH/ ___ I _ SALEM WATERFRONT O b ny' ° CB RIM-11.86 �= B"D(PVCJ—a_�__ _..�._____ RD.INVout RD.IBVout - �'� e/ `(190�'ufO�} ,,,� ° ;FFE=12.62(on floor) HOTEL EXPANSION v �' ` �� LL Y �1 Congress and Derby Streets U v v \ / \ d i(REMOVE) , L I� Salem, Massachusetts p� P� EASTERN j: .` I I '; �.� _ � � �I z" / �. o I 1 ! cs is a j, Property of: Pickering Wharf Condominium Trust (Parcel 3) z BANK �t v Y �� /' and `e - ., ~' s" " '^FFE=12.63(on floor) J The Salem Waterfront Hotel and Suites Condominium 03 > I (Parcels lA & 4) / I W Z — RE GRADE NEW PARKING / <Irla ���o ' _ . �� • f w o '� I AREA TO MATCH EXISTING j ,�` The Salem Waterfront Hotel & Suites, LLC mum a► �� a PAVEMENT & CURBING (Parcels 1B, 2A & 2B) o a j �_ i �� s3 Asia j' PLDE #06-05 Date: May 12, 2014 1-10 -1 �� • • Vl "� Scale: 1" 10' Sheet 4 of 11 _ zoo- PATROWICZ 1 - i FOOT OUTER— m 4 $ ___ y _. / BRICK PATIO I (see ?wte #7 E LAND DEVELOPMENT ENGINEERING �B Rly=,a s9 a NEW/CB �, Z I I , Sheet8) ZONE 0 - RIM=11.10 i o �t 14 Brown Street, Salem, MA 01970 $ N (978) 836-6400 U) �' S� m I- �a �= RUINV•ld Yw g � 11.96. Y ° (ex) IV NORTH SHORE SURVEY CORPORATION a -�'� R"' 14 Brown Street, Salem, MA 01970 a �\ -� �� N NIo (978) 744-4800 JMassDEP064 0569E N � G N E O O _0 U I I s 12 I "! Io m GRAPHIC SCALE m Gas Meter EASTERN ADJUST RIM=11.79a :;1 - - THE SALEM WATERFRONT ry CB R1Y=11.54 ,a I 10 0 5 10 20 40 In BANK ary zd(e�6'96IN G,,R \`, NEW INVout=7.10 I � , I HOTEL & SUITES CONDOMINIUM ----- o `- 0 U i3' ET NEW DMH - I B-,' a,:; m I IN 10 RIM=11.84 ' A < ! 1 inch 10 ) ft. j EX4I , I \ BRICK SIDEWALK _ O I INVin=7.02 I I Y O (VIF) VERIFY IN FIELD PRIOR TO CONSTRUCTION, I.E. CONTRACTOR SHALL DIG I> LANDSCAPING , I I 1 �/ + 7- S C> TEST HOLES, MAKE MEASURMENTS, SURVEY, PERFORM CAMERA WORK, WHATEVER IS I45 INVout=6.92 -/ F I NECESSARY TO INSURE LOCATION AND ELEVATION AND CONDITION OF VARIOUS j^ / I z I I VGC(ELUSH) - -:_- I j Vk ^ / m(A EXISTING UTILITIES TO INSURE NO CONFLICTS. I� j I Q / I v I I M I i>' r�00 Z o O✓ !°' / a m 5 ,n w ' `� > �2 O� / r ® _ I (VIF) APPLIES TO ALL SITE WORK (AS SHOWN ON ALL OF THESE SITE PLAN SHEETS) I� / I tv l NEW CB Il ® \ cNoi 'l z 7' I i I j m i I ! ; RIM=11.20 ,_ Z �" O j o i/ i 1 ( INVout=7.08 - a FGc <. aNt I i ND INItJM IEEE-CONNECT I J \` > h 'ti ARKI LV , --CB JWt� 7'27 a I I > • J 1,unsn I / 4 _ ' 1 c `' (WNDON) �, I 2 '� v jam/ 8 INVout=s 70 e / / / '. I ?P. I x o - 4 VCC CB RRifyY=10.35 B, 0� N iv I / I V. 1 .SB " _. I I >' md'-6.70 INVi B S. `- tt F I .25 NEW 8 WATER - T--zc•,_. �, (ABANDON) o - /NVin(C TANCOOK `i-'�. I 1 N VGC-�f2"Drtii d /` - - - __ - _- - _ / !NV D 5.77 N MAIN TO I n(PVc)- _____ v BUILDING 00RHAN6 6 '1 EXISTING Li TREE TO BE 4A , 0 3c:sz , _ 11 B CRESCENT • .. G ! of PER CITY SPEC. ; r , i MA IN \_\ REMOVED LANDSCAPING DYBAJUDON09' Z �w.s9BgN0 RMig W DMH BRICK slLlwnlK ADJUST RIM=11.79 / __ N(Ol�l (. tite)• ° \ (� 5" 3 NEW WG , r. " \ INVin(A)=6.50 Irl � � DYH RIY-1173 RIY=11.20 �k1 , BRICK SIDEWALK - • I / ;i i 'S \ G Z . INVin(B)=6.45 � ® Vout=6.07 BRICK SIDEWALK BRICK SIDEWALK •r INVn 6.50 INVin(D)=6.47 co I lNvi x)-6ss(DISCONi1NUE•CAP) �` �' C, 8"x6"x6"TEE \ , O EXCATV RTY=1°.67 INVin(E)=6.b6 A 0 I _ .56 j *i I ® r r^ l N INvin(L) 5 N ti BRICK SIDEWA. (NEW) 8'W(CLDI) - ! z., - NEW RIM=11.79 INVout(FJ=6.45 o +� --_, �_ _ s SCONTINUE.0 ) ( ) ca > ATV uc - INVOWO 575(D 4) r' r / 8' (NEW) c, r 8'W(CLDI) '' p ( )--- ------- ------.--__ ------ 00 (Rf�,� mfr !i r i i I .m �rz. O Te71ta2 (NEW) �` m I ' y W -------- 00 - ___s__CATV UC --- I AP 6"WG n r n (NEW) -- ( - ------- - - - t NEW)j , z"Cas v 0 - -------------------------------- -- - c / rp+ 1 6$--'--'-'-a-'- 6^► _ cery � Ayc 4 I O N, 8'W(CLDI) Rq/ - vcc s r- . 1 / • I ° _ /yq ., cerv(ucJ------ --t--;�• ==r- -- i wG(NEw) `= `� Box J\ - -------- -----6j ( ) ------CA -------- - -......... .._ - - ---- NEW / -- ------- ' - - - - - - I r----__ --_ 1`Y)._ a In " 8"W CLD ' / r 'rte/ 'A -'•°\`�� _ _ y_� _ CATV -- �C / > I ------------------ A _ L 1 8"WG N( ) L ` �Gc - - - N (OcJ 3'm I / r• . I _. _ _.._.._ -NEW STORMCEPTOR -� _ NEW (NEW) ;j r� d is D n avc)--� -) _ T s) _--\ o�� EX.VCC to Temuin o I ; ----- _ PIPE CONFLICT CALCULATION: ---- - '' RIM=12.21 x .v - `t'( -----(N ----_-_�- 16 i r o 8"WG '' -- ( J • cc - ---- S.INV(8"NEW)=7.64 " z'Cas ' t1 NEW) ' 6"WG(NEW) -E(uc --- >F W S.BOTTOM-OF PIPE(8"NEW)=7.54 _ ® INVin(A)=5.99 / CONNECT CAS MAIN (___ / I INVin(B)=5.99 I (per Nat.0 specs �� pDMH RIY=11,31 s� �+(�'c)-__ G � / A _ B DANV(12"NEW)=5.99 o- ------ _ imv n(o)=5.a7 • INVout(C)=5.74 _ __ , �d'I � �f i x /Nvin(PJ-ssf . D.TOP OF PIPE(12"NEW)-7.19 /.. .. -.. �, .. �• JG�i' � INvo �s.o5 1, P E ASSl1M _�D'Qi>'(rvc)_ 1j ; No -.y I'------------- -� 1 NEW 59LF-CIFABANCE=O_35_ok _---- NVin SMHRIM64 15 L, \ A _ r.. �'+E ll '4 ALL nw=f.49z ----�..`�___- - - -- !L / . 1 (, i� QI'Y ------------------- 12"D(PVC s0R35 ----- - - - - ns .15 ES ARE - - _ -- _ I INVi R 5 DONW q� 'I ----___-- � -_ _--- ) O 1.OR INVout=7.24 I+ • � //' �� 15 PVC SD i - - -.._.._. -.._.._ _. _Z _ _ _.._.._.._ ___ EN P -----__ R35 O g;69X ,�- , I EXISTING ASI'HALI ROADWAY -_-- I, AAL. z..� r�' •• � 11D1 T IP ./ FOOT TEE CONNECT ' '', 9 VCC(nzw� OPERLYV -100- _ W BUFFER ZONE -NEW DMH I _ 1 i { -_-- �� „ c� ,,' TREE TO BE - ' t 15 r i NEW 8-WATER ' ----- NEW RIM-1 '16 i MAIN TO E RIM=11.79 I CANOPY 14LF 8"S(PVC SDR3� O 1.0% ---- -=�________ R� 1 I i JF;f 7 i I r \• ( asured INVin(A)=6.68 ) 0�----- EXISTING n REMOVEFFF/ \ •rlTi ' >�yyt /7 I w I I >/�V••4 TOCB) S1'0 O _-___-______ -- I dXEYH R/M 1 // a g••WATER MAIN ? > �- i INVin(B)=6.68 1 OLF 4"S(PVC SDR3 ) ® 1.0q %2'OPS ---- - PER CITY SPEC! TREE TO BE I r lP ANOh o-• I r - - I s , REMOVED ' • ��� • INVout=6.58 Y z 1 6 - Cmc 3MH RI,�11-95 a..._ W ------_400-FOOT N 111111111 INNS •. -.�._. __ I • ,-,,'� CMZ $F 4 ; 15 ; �E-B°X BRICK SIDEWALK ;.� T L q I (see note #78�SAN ZONE- (see ING PARKING __-1NIVOUt=7. - M i v / BRICK SII)1 WAI K i CB 647 i �p© j \�'/\ N 1 % e sheet COVER DEPTH=3.5'1 / - ' i a GREASE TRAP • I 2 � a d (INSULATE PIPE FOR " ---� � ! . � END NEW VGC-------- _._ _ _i CONSERVATIVE FROST CB RIY=10.63 n I_ A f�o,d(AJ=6.47 �IR(�) I (spec by others) I I r j •I ---�•---._-z, .>__ • --12^D�ain(RCF)�---- RICK SIDEWALK (connect to ex.VCC� i rxve�t=s.e4 r ' PR©TECTION) I I r i vcc g • I O� I O __i T?^ REUSE CB Lr foss w . ; G cB R =10, REUSE Irc I �1g- • REUSE �t i (if possible) Nvo a=s ao ; � w I o /An m1e s vcc I a ADJUST EX.LP ; ASPHALT I ! I I / U j W (if required) (if possible) wool o I � S . rc( ��' I ! RELOCATE (per Utility Co.Specs) 4 q w �! ro vol' ! BRIM » NEW GAS METERS 1 �� "ARBELLA "• I V 5 0 „ (per Nat.Grid specs) LL j r , I W ¢ ' o ; BRICK t>; -� a o 1, I NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE S[TE CONTKACTOR MAY NEED M w�v -- aZ�H J� TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIF.Lll g N ; PROPOSED ---E(uGJVE E-Bo ! c�V�' , i ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. a `.\I - O SALEM WATERFRONT -- REQ ! ; 12 j NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, -- _-_._.- - - ---------- ____ - i RELOCATE (per Utility Co.Spees) r'- _ _ HOTEL EXPANSION ------ ; ; , i THIS PLAN IS FOR PERMITTING PURPOSES ONLY. I DOORS 4,f' sq AC I I ----- IaJ I I , I o2� SCOTT IAN Gym I I I _, Izl j rAraowlcz N DOORIU; (IN BASEMENT I OI') T �-r0 I '9 C TTT d7ectfic Peter N0.33656 �o ) -'- I CONDOMINIUM P� r i ; 1 i� S/ AL enlarged can PARKING LOT S 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & 13. NO, DATE DESCRIPTION U EX.MARINA BUILDING (TO BE DEMOLISHED)- i EXISTING ASPHALT PARKING LOT a ryry SITE PLAN O f C:) iiw i0 rn I 8"W TO S Uf / I i ! RELOCATED LP ,I TO ACCOMPANY A v i Ta p I ; ALL ROOF DRAINAGE FROM FIRE PUMP a LF / I►c.�,�c PROPOSED BUILDING SHALL SL VC;,: 1 . EXIT AT THIS POINT 4' W TO o� II( 17 - - NOTICE OF INTENT APPLICATION m e m I I ROOM O (/ - - y i I DOMESTIC R00 '�'4 - - _ ._._. I I i S ------- �ucJ------ --------------. r------- Sr10Wlllg on , I I �+ I I + ' I ' Ei'DC f PAVED SIDEWALK 1 j LL I L I U YR DDDR ! ! UTILITIES ANC Z iM i ♦ A r' I.' ' §!Z, I ELECTRIC ROOM I j OVERH � aa � . i d ------n SIATING WAIL U-LL W I - ( oathproject) - - --------- 0 „�O N - -- SEATING ^& O - I I � Erv[x 1 (00 p P s si eo - U WALL . I - D r L , I ��� fo the D I#(F"d) - --- --------- - J CHANGE COVER TO DMH g _ -------- CB RIM=9.77 �- k REMOVE/RE-INSTALL PROPOSED- - ------------------ -- - - SALEM WATERFRONT cYi RAILING & WALlYWA --- ------- --- _ - _ _ - - ---- BRIDGE o ---_ RBELLA _ TNV (£J.'irCf>L`�'$� ;; - PATCH TO -- - - - I r- ' --- - _ Exlsnlvc SHEET PILE Wvau_ EXISTING WA z 4 ------- - - I MATCH NEW CONCRETE ; �y=<; . <>,; � EX.IIALKWAY - _ _ derneath onntoeve,e,d wnikwny) A ; -`�` ,:t,: WALKWAY TO EXISTING I I I r Y (CONCRETE) F a z 1 EXISTING I BEAM•"t"-` +•-� O- --__------ I I (D CONGRESS STREET i -- --- a i L'�YISTING�` N�>IL W twn0o -------i--r �Ac1 HOTEL � _ EXISTING CANTILEVERED CONCRETE SIDEW to SIDEWALK I/1�ppr MHD I ourael(se ) ----- --- - A. 1- , ; �REII CUIVCRCIE. ..YL ^� (C•' -- f F XI571N( Jjg�M F fNVmd: -3.9 CO .- BOTTOM 01 CRANI If rt (k'h 5!AWAi.L OF 6 w c a(tial(a - _. _ac TPA __ - - _ _ �7. . . _ .- ALK IAC j specification and i i - - � Streets to (NGVD of 1929) __ ELEC --- __ IOP __:-- =t>yca-c - _- __-- I n w appa vals i Q NTI WOOD HANDRAIL RANIT BILOCK rovals) 1 � w - ------- NUE EN -- ---- seawALE ^-< _ a_wa_. >.. .a . - ------ - O 1 O (match existi�) EXISTING LO - ----- -- OF CANTIEvERED CONT `tx`si�i`c'' A � - t ! Y r A Iw � _ Salem, Massachusetts • is aaA ` .W LK WA Y- - r - F ATING e cavo>_ca>s_a_.cao. _c DOCKS - - EM r I ! f 3 a I =� � __ ___ _ __ E � Sa ------- _ --- _ MEAN HIGH WATER E-B°X -- o w --- -- - - ------ -- p AC Property of: Pickering Wharf Condominium Trust (Parcel 3) z z o z EXISTING ---- z and , �� - GANGWAY o 0 ; (QZQ'Uat'L07L Q.4 NGVD 29) 8e EXTEND EX. 12"DRAIN - _ AG ❑ The Salem Waterfront Hotel and Suites Condominium - -- --- -- ` U MEAN LOW WATER \ -- THRU SHEET PILE WALL _ ---------- M --------- _ r ,� a AC 5 (Parcels lA & 4) ° W I m 1 a Q PER CITY SPECS AC I and eletiation -4.4 NGVD 29 C UNIT TO COASTAL STORM \ ( e LAND SUBJECT �, N II_ AG Ac The Salem WaterfrontHotel & Suites, LLC ^�I o ' U o �",_, COASTAL BANK figure#2 - o,- --- (XAGT LO AVON) C �i��i\�i (Parcels 1B, 2A & 2B) MARINA FLOWAGE/100- YEAR FEMA FLOOD \ P�oE #os-os Date: May 12, 2014 o _ W (top of sheetpile wall) _..-. Scale: 1" = 10' Sheet 5 of 11 3 r � o \\ AE ZONE (Located on the vertical o 4 f.� face of the existing sheetpile wall) PATROWICZ ` z` INVout-0.65 2 laa 03 s I K c> F _ 1 CONCRETE RECWAV- m ; \ \ see note #5. LAND SUBJECT TO COASTAL STORM- Da,.,, 4=0.65 P) _ "D6I?CP) LAND DEVELOPMENT soPMENoT ENMA1oE9 oING [�, \ FibWAGE/100- YEAR FEMA FLOOD -� - " 14- Q) ) 836-6400 , O W ELEC AE ZONE (Location based on ' PAVERS NORTH SHORE 8SURVEY CORPORATION LP S 0 U T H (tidal ) R I V E R existing ground sidewalk elevation) MassDEP FILE: \ 14 Brown (9�8)744 4800 A 01970 #064-0569 c c 0) E 3 U O U Ifl L1 SMH RIM=10.57 INVtiw=2.36(A) GRAPHIC SCALE ill - ``\ j/�.... 4..Cas ` �- aiR g - .- I m I LSICNAL POLE - - - ` / •fir ! rNVirrr-L79(B) `\ - - BRICK SIDEWALK \` �. / ''ti'AE �� I INVin=1.11(C) ® CONCRETE // �dx, - - ``� r�.- Lxne �-` 1 INVout-1.79(D) 1U 0 5 t0 20 4p ater ya. - - '>' C NOTE: HATER FLOW ELEVATION=-0.39 ON 8/27/03 I BRICK - LANDSCAPING - = Tr �- ---- ° +\�(e - )� ( IN ET ) I j I LANDSCAPING \ - - B, W / --------------EI-- - - - - sNN x �-7 1 Inch = 10 ft_ CONCRETE / o \ - \ --------------- � - / `�- �)� j ! ; P.SIGNAL ? \ - - - .�.--- `-- \ A .. eg•Ya.R 4'. h- -_ - _- _______ ,(A�- 1 - VGC C ------ I �._._._._ I CB RIY=9.57 \ _ CONCREtE '' / ' lNVavt(AJ--6.o6 \ g'Dxnisx(PPCf- -___ --` BRICK SIDEWALK l�-� (-O"M - - - -•_ __ Nater-._._._._. . i LP* _--------- ._,rateri • I 1� �(tlf,'/' tj•J ' INVin(C)-6.26 \\`\` __-__-- _ __-__- ?9�,\y _� �_ J'4 / ester lfaxa� ..-q.0 46^Yai>a 7 -_ ._._._. ..Nate `._._._.� Nc I ' t2 M°" EXISTING DRAINAGE dg� - �� vcc ,I>\`4T Av, *.-.-•--- as,. `- _ - sem T^'^A Leese -- -_ i Nc ,- HYDRANT; ; / STRUCTURES TO REMAIN D -- �- I Ue. ASPHALT \ / _�® - - � -- -- - �µ®}{� ` / 1 `\` 1a Rater ry, ... 1� .O_. B I;I VGC \\ ' C _ BRICK SIDEWALK ��c-_____ E(uckEv �¢t CB III 088 B _ - ---- - _ - _ _ it °..C'INVo II CB RrY=9.27 J i BRICK I I; INVim t=6.50 I S"R�f.86 I;I \\\ va [7` / S pVC)' D''R ax rpl Cl-- _ - '- NW.- -e_/-.-._ _ - - 1 rNVit OI I it \ ! �� o. \-SYN RIM=12.28 - lNVout 2. (B) I it _ - \ SYN 84.410.88 _ ) -_ - - \ t . INVin=0.41(A) \ (a¢„ex.d oxer .',. :-ac INvi,r=s ss(c) • B / .g i.e.uuler the brick ;o - ICOBBLESTONE INVIn 5.65(D) A C l INVirt=4.01(A) INVout=4.27(B) D rNVin=4.29(8) BRICK PATIO - I - I INVi�5.91(D) (grades on this patio were adjusted from the grades shown here) - mvout=3.87(C) I I v I 1 \ \ BUILDING OVERHANG � '1B 1 BRICK SIDEWALK u FI 7 - - - - - - - \ - - - \ -_ Y a I 1 I 11 I I \ TRASB x- - SYN RIM�11.00 --- ��T --__ to INVin=5.b7(A) -`\ i �'�`)_--- qk 1 m I I rNVout=�.95(B) _�-�-�.` / BRICK I I I R ' i '( uLi.� I INVmd=7.00- L / i ;��jT////////TTTTTj///77777777 I 1 �L ` 0. NCELE Z I 1 ,� I b 04 p MS-3467 4 �IL� ! U ELECTRIC I SW/TCR CSAR I E-BOX rNvu,d=6.40 ! W I pI i a a 1 1 m > a 0 I `- -- IXVout=6.b6 I I 1 0 8 I I 1 / T- I I SEATING I In I 1 I t o I I oc I 1 I \ \ / I I JF, I 5-2582 1 j OUTDOOR ,4- I m , 1 I I \ \ LP I I I i �'--C- LECTRI OOKVA 2 I m a H, BRICK a I I \ \ I Bnsr I I I I I ! I 1 TRASHRD.INVout=s.a a \`` C I , EMERGENCY -- p / I I ! W tv GENERATOR jONCRF IFLIP -----__ I }p I I i I I ! I I \ rPvcT i i I \ I ro i I I I I N. \ I P$ / lNVout I I�.88 \F I ,' RD.INK'A=8.58 , i I FTP j ' (>V/1l 4" 10 y REMO� EX.LIGHTS 1 \ II P I �\yGY' V 1 CB RIY=10 I .71 F� I , ! I \ •\ I u N I I INviu=7. ! ; HD , I I `\ \. � T ! I ; i.' rNVo a B7 0 0 I 1 I I -----_.. r+-I 10 LL c I I ° ?a'Iy ' �� ;/ j NOTE: THIS PLAN ONLY SERVES AS A GENERAL GU[DE. THE SITE CONTRACTOR MAY NEED U ; ! I i \\.\ erase 1 / i - -- -' IXVovt=6.32 TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD Lp <%'.- - -- _-. ACTUALITIES. APPROVAL from PLDE IS REQUIRED PRIOR TO MAKING ADJUSTMENT. INVovt=6.z2 _ N ; , - to j 4"s(Pvc)� NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, d � 1 r rI ��N RIM=1z.0o 1 / pVG1 0 /� INvout�.68 in a v i i I'}-- _._ - -:- - \ \\\ N 1� /d�'n=5 s /� C`. ' 6S --(� ---Imo - 0// e , , , s / RD.INVad=,o.o THIS PLAN IS FOR PERMITTING PURPOSES ONLY. N r°` `� I I I \\ - 1 I Ij \ 1 IllNvwd-4.97(B) A _-__ E(uc --- `H OF MAssq SCOTT IAN yc CNIL r7 mi IILP ,➢<No.336560 y -� THE SALEM WATERFRONT to 0 1 ! N. �'\ � I I I' I�-----_ / 0j AtP 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge ec V HOTEL & SUITES CONDOMINIUM �^ a° \ \ 1 II T� larged canopy) I 1 m I I _ \ \ I ' I m i 11 I - - - - - \ F I � �-.� j NO. DATE DESCRIPTION C) ASPHALT r vv 1 d co LTJ . _! I ITE PLAN vVGG ;I I � a 2 II "¢ter + TO ACCOMPANY A RDINv¢ut=s. C),--- Lp LO - NOTICE OF INTENT APPLICATION j ILL g (VIF) = VERIFY IN FIELD PRIOR TO CONSTRUCTION, I.E. CONTRACTOR SHALL DIG Q I I i l I 1 I u I TEST HOLES, MAKE MEASURMENTS, SURVEY, PERFORM CAMERA WORK, WHATEVER IS ; ShOWIn _ • ! z / �' Io NECESSARY TO INSURE LOCATION AND ELEVATION AND CONDITION OF VARIOUS a EXISTING OTILITIES TO INSURE NO CONFLICTS . / ! UTILITIES z wi Z J m ...... (VIF) APPLIES TO ALL SITE WORK (AS SHOWN ON ALL OF THESE SITE PLAN SHEETS) / I w a > • - --_-- - FA(IAO)-= T- - CHANGE COVER TO DMH I CB RIY=11.86 ILI I i BRICK SIDEWALK �" o I 11 forth rbc ) • I j - I 1 I (skewed oJf-caWrJ I. n s de of project) t ._._._._._._. ,NO I I• FA --- LANDSCAPING Joh I , INVin(AJ=7.80 rNVtin(B)n8.03 m ' or e - - -" - ---- \, I 1Nvaat(C)=2ss USE FOR NEW IPE ! 1 m LANDscAnlNc 6 o I ( ) I o Y iI II ieI iI atDO > i I' , A \� _ N =7 68 ®B 'Z6 ) --____ RD.INVovt=8.49 RAINVout=9.5O --- ; SALEM WATERFRONT 1 CB RItM91839 I \C - -� 4"D(PVC)I ! -- / HOTEL EXPANSION m ! y� GHTS i I i REMOWE EX.L i _ i • I EASTERN I I CB - AI F- IJ (REMOVE T , • °; Congress and Derby Streets In T----------"'---'-. r � � Y w i I m o I SYN R1Y=11.58 y ^ (REMOVE THIS CB) T I < BANK "'� I I (skewed aff-center) ro �� I / PRIOR TO CONSTRUCTION, / r. i • I ; INVin 6.99(A) ; I cTZ I m CONTRACTOR SHALL INSURE j' + s Salem Massachusetts EL I I I I I INVsn 9.32(C) i Q 1 I 'C --- SYN RIY=v.17 ; I INvi+ ?(d) abandoned? - THIS SEWER LINE IS, IN FACT t.: �y �S, 1 INVin=5.34(A) I 1 I iv a --- NOT BEING USED n n z i I 4 s INvin=sss(B) INVmd=6.08(B) D rase ued?--- I It Property of: Pickering Wharf Condominium Trust (Parcel 3) i I A INvout=s.zs(c) I -` INVin(NEW)=6..30/ d�_.__._� __. (VIF) _ and • I I 4"Sewex(PVC - A $ I 1'/ • 1a A _-PIPE CONFLICT CALCULATION: INvout=7.66 i a I oC. . - The Salem Waterfront Hotel and Suites Condominium i; ` I I `� S.INV(EX.6")=6.46(APPROX.VIF) 200-FOOT ` S.BOTTOM OF PIPE(EX.6")=6.30(APPROX.VIF) BOLLARC (Parcels 1A & 4) `': ___- ------ - I STOP OF PIPE(EX.6")=7.1O(APPROX.VIF) and E ! ! I OUTER-RIPARIAN I I cPp e \ D.INV(12"NEW)=7.35 �� The Salem Waterfront Hotel & Suites, LLC ' • I D.BOTTOM OF PIPE(12"NEW)=7.20 ° ! (Parcels 1B, 2A & 2B) o I ZONE - - - - - - - ?� ; �. �y s, a CLEARANCE=0.10 ok j (See 1Wte / s / 1 --NEW 7LF 12"D(PVC SDI O 2.0SG r'�JOfi w N PRIOR L'dIQSTRIfCTIW�.CppJRACTOR SHALL DIG TEST HOLES AT THE ! e PLDE #06-05 Date: May 12, 2014 ° ' I `� . I EXISTING SEWER LINE TO INSURE NO CONFLJCEWsDR� IF ! Scale: 1" = 10' Sheet 6 of 11 N i �p 3 1 See'�.et 8) I i I ACTUAL FIELD MEASUREMENTS SHOW CONFLICT, THEN DRAIN LINE LL $E °° � i o i / , , ..� \�\ �.�` I ADJUSTED ACCORDINGLY. i • LAND DEVELOPMENT IIVEERING _ I ; T CB RIY=10.69 A D ® ; 0 4 i `�.��`T`._- -- INVmd=6.81 FOOT OUTER- ' ro MA 01 ER a I /; I lNVin(A)-7.2 ° i I j _ c m I lNVaut=6.86 RIPA ZO1V 1 s 14 Brown Street, Salem, I INvout(8J=7.27 Z B NEW CB a " I`-- -- - r 1 � Y 1 i , 1 RIM-11.10 a Iz 1 '/f,Q6e 7 L RD.INVovt=9.2 `+ (978) 836-6400 w i I I INVout(D)�7.27 X INVout=7.81 �,' a see # • sheet RIAN E �� e E-METER i a'0 I E NORTH SHORE SURVEY CORPORATION MassDEP FILE: 14 Brown Street, Salem, MA 01970 N ! / a z \ I IQ 'R� (978) 744-4800 #064-0569 c d E U O _a IJ!G,,j I I ZV �J . LEGEND (applies to all sheets) I I �DGY CB RrY=10.71 I�j e I I I lfin`i„=7. ' D i EXISTING PROPOSED N ; ;.'' INVo .37 O LEGEND (applies to all sheets) R I �A I-4 cc 0UtKIM=.' CATCH BASIN I ., I i , -_--� / iNvow=s.ei® ® ,®/ DMH RIM= Salem MEAN HIGH WATER (MHW) k m /ice ? a' I U • _ . ..>-cas- ! I j DMH RrY=ss7 INVin=(A) approximate line 1 ' ! ' INvma s.a7 • DRAINAGE MANHOLE • 1 � � � 1 I , I i � , INVout=(B) I _ / ----a"D-- DRAIN PIPE �12"Do (elevation = 4.4: NGVD'29 datum) m 1' 113 i i i I ! 310 CMR ( ) ___/� I I i ; I � oOORHnn,,, / ,�i HANDICAP RAMP NEW HC TOP OF COASTAL BANK (TOCB)4 4 s Pvc) --- ) 1 - ' _ , '/ W v I , I I 1 / (MAX.SLOPE = s.D�), RAMP Mass DEP AST 92 1 Figure CONSTRUCT PER AAB SPECS TJ 9 # /NVouf=B.68 � 11NVi �1(A)% � � rrr 1 I , I VGC VERTICAL GRANITE CURBING N i I EOP EDGE OF PAVEMENT NO CURBING RD.INVout=fO.O rNVim .BO(cy I 1 i (310 CMR 10.30) o� A n i ' ' SGE SLOPED GRANITE EDGING ) j I SMH RIM=10.04 rNvouf=s.§Y(B) j BE U .tl 1 (ABANDONED) / ----E(uc)-- ELECTRIC LINE (TBV) -S-UE FEMA io ZONE S-UE-ti K;X I� P 1 I cc (elevation 9.81: NCVD'29 datum) __? -UE''� a I P-UE RIVERFRONT 100-FOOT INNER-RIPARIAN ZONE 1 i \ �, i I H i I A / PICKERING ---CATV(UG) CABLE TELEVISION LINE (TBV) COM-L'` j '` lc j -.-.---6•'W- WATER LINE (TBV) -W (measured from MHW) `�.�; �. I Snr• • WC WATER GATE (TBV) WG C>A (310 CMR 10.58) ; I I ! w I , ; j j - HYDRANT y RIVERFRONT 200-FOOT INNER-RIPARIAN ZONE I i adfJ I Cas Meter re -- -e s SEWER LINE (TBV) -8"s (meaSlLTed from MHW) ! j > I 'nJ�'-� L i ! i I �� d�/ j rNv.,,=2.8' • SEWER MANHOLE STRUCTURE \ •'INVin= _ _ / �•+'-F�-i 1 , SMH RIM= (310 CMR 10.58) c B -------- -- I ! ! i a INVout= _ A - ;/ .....E(OHW).....OVERHEAD WIRE j I W _- �-.. t.•as_ I C Coastal Wetlands 100-FOOT BUFFER i cc - - I- 1 ! / +LP..,a .o I 1 r1NVin( I)=4.50 D j U.P.• j a /" RIM 14s5 E_,�x ( ) UTILITY POLE WITH (measured from. TOCB) 0 r V I Dl INv{n(B}#7.05 ® i I rNVin( )=4.75 ! P ®LP19 OR WITHOUT STREET LIGHT Ib I ! I Dpi )k j F)- 1 ./ ��t,• ) INVin(D 773 ,` I ! INVoatCD)39.95 1 ! i ! I �" INVaw(�=6.98 I I I I -_- I '.j /' `j I - � � PAINTED "NO PARKING" AREA 4,e^Ai SPOT GRADES PER ACTUAL '`I I I ! ISAN NV{n=M=10.) a ON-THE-GROUND SURVEY RD.INVow=9 /" I i I I MAILBOX I a I i 1 ; INVin 2.99(B) +57.7 PROPOSED SPOT GRADES • 11 I tt I j p, I ; I INVow=2.23(C) ILS CONTOURS OF EQUAL ELEVATION , -58- - � '� _ w RUSSIAN AID I TYX I / t SOCIETY "fit r A e $ " o�AT7 KMH I k r w • TMH • TELEPHONE/ELECTRIC MANHOLE ! G -SMH RIM-10.30 INVin=2.58(A) GAS LINE TBV ! I 1 1',\ 4 I iI ' i s j•,p �. x a I INVout=2.50(8) cas (TBV) ow mete" ty cc GAS GATE VALVE (TBV) t g Ir �i .' I AJ AC I • #•♦•., Gas Meter GAS METER(TBV) I f , � I , w F j I I I `�• AG! 7k TBV TO BE VERIFIED BY THE SITE -' i ` o CONTRACTOR PRIOR TO 4"S(PVC) ! s -' ' 11 1 EYX R11f=q.89 1 i _ _ Eial RrY=m.48 o CONSTRUCTION FOR LOCATION, INVout=Ise - --'7 n I m i r, - , --L------- s' ��_--_-_ r --'-�i Z SIZE, RIM AND INVERT ELEVATIONS a RD.INVow=9.5 -_i- �j �_- 1 _- B as Meters r-�.�.�- ..�_ _ > I I _ _ _ ___- - �UG)__ I i L T�_-____ L_ ILLI aril 1 - , `,1 I- i �..11ater-, .-6"later � 1 1,It I'12 I , AC AC qC 0I I I i lG 1 -- \ as CC 1 l� ;� GRAPHIC SCALE I I Ate_- •,Gas I W I I jiCDNCREIE LANDING ' � 10 0 5 10 20 w i I I C BOLLARD i I • I I .OLLARD a I I CB =10.20 A j I BOLLARD I / Cas A&ers m BI 1 INVi )=6. \ / - d r I lNVin(C .08 • 1-5.71 IN FEET ) PRIOR TO CONSTRUCTION, I rNvow ;UE • SY Rfl(=11.57 $ I a i 1 a s / I a s 1 inch = 10 ft. CONTRACTOR SHALL INSURE I�% IL m • S RI =11.60 THIS SEWER LINE IS, IN FACT • IS P=s� C - NOT BEING USED n I in 7 o(A) O I ow=3.18(B) � a i C I i � NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIUF.. THE SITE CONTRACTOR MAY NEED l6 4"Se. PVC U _-- PIPE CONFLICT CALCULATION: INVow7.sa `. I I I i 1'U ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD " _ �I ! ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. a _- -- S.INV(EX.6")=6.46(APPROX.VIF) D DOLLAR I I / 10 ¢ 1 A S.BOTTOM OF PIPE(EX.6")=6.30(APPROX.VIF) o STOP OF PIPE(EX.6")=7.10(APPROX.VIF) ­11. 1 lc m i° 1 i ,;�- ..... - � - --'------ --- )_ r I I ! NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, D.IN V(12"NEW)=7.35 `$ -'-I' 2"later(Dom) D.BOTTOM OF PIPE(12"NEW)=7.20 ' _ T-.WCC.- -'- - -I 4late+(rire) m q wl J a THIS PLAN IS FOR PERMITTING PURPOSES ONLY. v CLEARANCE=0.10 ok C) a. a' a v I I Qri I h > ,I NOTE: PRI'Mr-CONSTRUCTION,. CONTRACTOR SHALL DIG TEST HOLES AT THE ! `Y I i J`"I I , EXISTING SEWER LINE TO INSURE NO CONFLICT WITH NEW DRAIN UNE. IF ! I / / ' I ' ! i ¢ v - j 'cf\`N OF MAS'19 ACTUAL FIELD MEASUREMENTS SHOW CONFLICT, THEN DRAIN LINE SHALL BE ! 1 i � ! ! > i 1 m o n / p23` SCOTT NN L. 3 _ ADJUSTED ACCORDINGLY. } ! • i 7 I "TANCOOK II I j j j PATCryWICZ y DVVow 6.81 200 a.• JG , n FOOT OUTER- ! I j Y CRESCENT - IN7out=6.66 RIPARIAN ZONE ' + J AD to 3 I / ES 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge dt e I z se note #7, sheet RD.rNvaw=s 2 per! a w I i ` o I O 1 \ AL enlarged canopy) LU 1 N0. DATE DESCRIPTION I IU'p "9 I%F 1� 1 , �.� I i , I N v ; SITE C THE SALEM WATERFRONT `'� HOTEL & SUITES CONDOMINIUM " '�" /I/ �,� r i \`\ TO ACCOMPANY A a iIQ / /I I 1 I \ Ve ! AD LO / 1, NOTICE OF INTENT APPLICATION a) (VIF) = VERIFY IN FIELD PRIOR TO CONSTRUCTION, I.E. CONTRACTOR SHALL DIG !lC( TEST HOLES, MAKE MEASURMENTS, SURVEY, PERFORM CAMERA WORK, WHATEVER IS I , / ' ��o + I 4 I / li NECESSARY TO INSURE LOCATION AND ELEVATION AND CONDITION OF VARIOUS ``WHERRY ROW LL io Q EXISTING UTILITIES TO INSURE NO CONFLICTS. jjQ i / N : ! \ I j % a m .� a showing (VIF) APPLIES TO ALL SITE WORK (AS SHOWN ON ALL OF THESE SITE PLAN SHEETS) a I , , , }., \ I - a o I ' 3 UTILITIES , , o w / a� 4�OND INItTM END NEW vcc LP > ! J \\ r (Connect to ex.VGC)Of I,_ a m 1 CB R7Y=10.47 DMH RIY-9.98- - - - - - ' I \ Y I % ARKI Lb �� j I -- INV{n-727 n( - - , *1111, - �- k ;- - (eastside of project) Iyy / 4 - fNVs UJ=s.52 CH 9.23 \ CB R/ m U la/ 8 DMH RI -1 .58 .4�' , Iwo (re_we for rww pipe) INV9w�6.9� ' \I\ INVout-/.92 i '� for the a YYY p INVin(B s. I 4f INVin(V)=3.82 I "TANCOOK Ut )-3.62 w INV. D =5.17 11 fNVow(TJ=3.29 1 1 BhfA )� ."'AD c+ /DRAJNA�E CHAMBERS X 11 CRESCENT a �� bi ,, ): DIVED)__ - SALEM WATERFRONT J rxv{ ,.so BRICK sID1 wnlx ADJUST RIM=11.79 �,..- ` / / * („ ) D , pGl , N /' j SNICK SIDI WM K I / 190 N (WICK SIDEWALK BRICK SIDEWALK ; , / • GCS --� (r o I ; II✓Vot1t(DJ=2.5�Q HOTEL EXPANSION DMH RIM 11.73 NM=11.20 1 _ INVi E)-2.70 In INV{n(E}=6.55(DISCONTINUE:CAP) r,, PLUG(per C ) \ ; `�� rte, N �G j/DY Y=9.49 1 INvin(Y)=5.75(DISCONTINUE:CAP) ' % ; '� j \ BRICK SIDEWALK rNvi e I ;j ------ fNVovf(NJ=5.5s :�i ' / J o remain) INVaut= Congress e is / i , A. ��� ( /' B(PLDB) X� spm Ill .�1-- `: - °a{"ro _.- / i • 1 i Ac %: - a _._._ - -- - -'- t .� J � CATV � I'CJ / / i s'WG(NEW) -' ` > Box \ EW HC an care CATV(UG) c - - - % � .. ( ) _____ _. _-. _ _._ r-;e_ � _ _ er Yam 01C I � J v AC ___ p�7Lsetts d Smin , ; / '�`:I - -CATv� )'-- •_ `.\'-'_._. �.�_�-____ - - -.�"l-/- `- MP - 5'RADISYS L �,P(U"Q� j ;�.- -=- s ��So AC 's Salem, Ma s s a c hu -. GG Ir-------�-�___ ----�- _ _ __ pQQ ! h I .L- v 4"V✓G g,•W(CLDI) ' / % ' ��J . -CATV(UC) _ - --�` - -F--TBI{UC) _ i_'g---_-- _- --fig G �IrC--TEI(UO)- / l J SYH RIY=9.9S 'y O % g Propertyof: Pickering Wharf Condominium Trust Parcel 3 Q ___78••D� PVC)-__NEW) NE (NEW) 16 N/ / ___� �'�EX VGG t0 Tema276 •� CATV(UC _______ _a�____ 1 ___-_-__ i 1 ., /, / INV{r,=3.85(A) c AC ;/ and J K N L--_W')__ / 0 8"WG t - J ( ) - , --r- 4 NEW 6'WG NEW ----E(Uc -- O�''�`•� `� ° Tv /N00 ! i // I rNvoat=3.8o(e) ` '>' CONNECT CAS MAIN -(-_)_ ' ( )\�- . END NEW VGC-- k Q A y ---�' , _,. - The Salem Waterfront Hotel and Suites Condominium ' (per Nat. specs / R PIDMH RIM 11.31 {n(Pvc)___ rvo� (conhect to ex. ° ^� ° i I , �. o� (Parcels lA & 4) Z..Cas ..� I i .'/ �' iIMVi O 5.07 1'll Pe=1495 _--- /� and INVin(PJ 5.91 I ___CATV VC / ' {►�' o� / d I P E q '-,S-D,,,i _ o R c�,P('per cc) ( J----i- `,, i ,� ,' ^c �. The Salem Waterfront Hotel & Suites, LLC / t 0 rNvow(Q)=5os ( SSl/M S sI• r(Pvc) ___ da ¢/ E 9ti _ /� ,�,' n INVn(R)=5.15 i1 NG DOt49s - /� w y `NEW 4LF 12"D / 1 / O 5 ® .. / , / ADIENT PIPES ' \,���'' ---- -__ cJ .v (PVC SDR35) ® 1.OR \ i u y O I 1 -'-' -z'Cas-.._i.. i 2"Cas ..1..L.._.._.._... .._.._ 2••Cas-. _. _ _._.._.._ ._.._. ARE , ' 1 . Ac -��j /� (Parcels 1B, 2A & 2B� D I ' / rK t TEE-CONNECT t 9 VCC(76ew) �"""`^'!(NG PROPERLY _..._.--�sre.=.I�Pvc)`�• NEW CB / �''� i � l i ` aC " NEW 8"HATER '- '' �� = i .� LDE #06-05 Date: May 2, 2014 VCC(7te1u) RIS 9.96 N I NEW RIM= 16 i PAIN TO ! s TREE TO BE -- - O1RAolu60 k`'` ; `9i PScale:01" 0510' `Sheet 71of 111 ' RE - _ '- ' I ' ' - • LANDSCAPING EXISTING ';W MOVED NE INVow�55 ye° , - I '� sO9 ac 3 -- - --------- � 6"WATER MAIM < � � i L i l m C�Nopy �^ - i \ / I PER CITY SPEC.! God R o r (RENO'S) e _l I i Zc ��. AC PATROWICZ BE i �4 i / 15 YE-Box BRICK sIDLwALKJ`` cc ! -' i/' // ;�* Ce o z I a I j LP i ' itM{r LAND 14 DEVELwn OPMENT ENGINEERINGtreet, Salem, _ _ U r BRICK SIDEWALK ' FLFC1 `` / ' ' ` ' (978 $36-6400 U I < I �c ! , IB JUM-1 d.,7 1I, • XFR j/ \\ \ \ ` N7 E-Box -size? WG , / ' ICD RIM 10.87 , / y_ __ _ ___ I I ' ' ° ' nO , 6 / A NORTH SHORE SURVEY CORPORATION �� ����%/, " I / N ^ Irrvin(BJ--6so j s 5 END NE vcG ` \` sRADIDs " I , BRICK ' �� MassDEP FILE: �� . A INVow(A)=8.47 i , - �\ . a / I `, 14 Brown Street, Salem, MA 01970 I / • ---12•Dmi jy)p ' `\�' RICK SIDEWALK 1 j W U I ; #064-0569 10 CB RIM1Dss I v I I vcc B • i o� (connect to ex.VGC) �� � � � J - - - - - - - - �, / ---- ,I (978) 744-4800 W CB IUM-10.55 - V L CD R{Y=fo. VGC c a) E U O _Q U SITE PLAN NOTES THIS SITE PLAN DOES NOT NECESSARILY REPRESENT COMPLIANCE WITH CITY ZONING BY-LAWS. DEFINITIVE COMPLIANCE SHALL BE DETERMINED BY THE BUILDING INSPECTOR. BUILDING SETBACKS REQUIRE CONFIRMATION FROM THE BUILDING INSPECTOR PRIOR TO ANY DESIGN 24" DIA. COVER TO BE• AND/OR CONSTRUCTION. WITH 3* "DRAIN` FINISHED GRADE LETS. TER FINISHED GRADE DEMOLITION \�{ 22' \ \ / ,•,... MORTAR CAP ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. STUMPS SHALL NOT BE BURIED ON-SITE. i / `° "' MORTAR CAP 3-5 COURSES SITE UTILITIES 2a'MIN. MORTARED BRICKS 3-5 COURSES THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS (STARTING 10-FEET BEYOND THE FACE OF THE PROPOSED BUILDINGS). UTILITIES INSIDE THE BUILDINGS (AND WITHIN 10-FEET OF THE FACE OF THE PROPOSED BUILDINGS) SHALL BE SPECIFIED BY OPENING MORTARED BRICKS 8" 24" NOTES: THE ARCHITECT AND/OR MEP ENGINEER AND/OR OTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. 8 z z OPENING 1. FRAME AND GRATE TO BE LE BARON LF 246-000 0 26"MIN. NOTES: w F (SQUARE (THREE FLANGE) Z 1. FRAME AND COVER TO 0_0 THIS PLAN DOES NOT SHOW ALL UTILITY LINES (and/or UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY UNES SHOWN ON THIS PLAN ARE APPROXIMATE �0 Z ¢w5" MIN. 2° CATCH BASIN HOOD TO LU F > BE LE BARON LA 266-000 w BE LE BARON L202-000 BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO THE SITE DESIGN ENGINEER: PATROWICZ LAND DEVELOPMENT ENGINEERING (PLDE) AT THE TIME OF THE PREPARATION OF THIS PLAN (WITHOUT CAMERA OR GROUND PENETRATING RADAR: GPR a.U r 2. PIPE OPENINGS TO BE INVESTIGATIONANFORMATION). PUDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PUDE ASSUMES NQ RESPONSIBILITY (or LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. W N PRECAST IN RISER SECTION. FOR 12` AND 15" DIA. PIPES. 3. SET FRAME IN FULL BED + " 3. SET FRAME IN FULL BED ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STALE PERMITS, LOCAL AND STATE BUILDING CODES, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. (MHD) + OF MORTAR. BRICKS ��-1 DIA. (3 MORTAR. BRICKS SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (or REPAIRED) UTILITY UNES ARE SUBJECT TO THE APPROVAL OF THE CITY. THE SITE 48 7 DIA. (3-5 COURSES) MAY BE Z (3-5 FOR GRA) MAY BE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD AND CITY SPECIFICATIONS) COMPACTED AS REQUIRED TO INSURE NO SETTLEMENT. USED FOR GRADE o �• USED FOR GRADE :° N F ADJUSTMENTS. 0 ADJUSTMENTS. w U _I I : STEEL 4. MORTAR ALL JOINTS 0 STEPS � w RE-BAR F STEEL 4. MORTAR ALL JOINTS a w 5. PROVIDE "V` OPENINGS THE SITE UTILITIES CONTRACTOR SHALL OBTAIN APPROVAL FROM WITH THE CITY OF SALEM ENGINEERING AND/OR CITY DPW FOR FINAL DESIGN PRIOR TO INSTALLATION. PRIOR TO WORKING (ON-SITE and/or INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL U _l t,, > n (TYP) ____ w - RE-BAR 5. PROVIDE "V OPENINGS o: w FOR PIPES WITH 2" OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK AND SHALL VERIFY THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE SITE PLANS. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE 0 1-888-344-7233 AND,/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO W to (n 12" O.C. FOR PIPES WITH 2` w a f, COMMENCING ANY UTILITY OR EXCAVATION WORK. ) Fr a CLEARANCE OUTSIDE o: jrW 4 CLEARANCE OUTSIDE p HOOD DRAIN � W a C.., 5" MIN. OF PIPE. OF PIPE OF PIPE. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE WITH THE CITY FOR REWIRED INSPECTIONAL SERVICES. o: > �.' 1" CLEAR 6. PROVIDE MIN. 0.12 SQ. --- 6. PROVIDE MIN. 0.12 SQ. IN. STEEL PER FOOT h . Z IN. STEEL PER FOOT SEE NOTE 7 (VERTICAL) AND PLACE THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPARTMENT FOR THE REQUIRED APPROVALS. THE SITE CONTRACTOR SHALL PERFORM THE REQUIRED TESTING PER CITY SPECIFICATIONS (AND RECEIVE CITY APPROVALS OF THE CONSTRUCTED UTILITY (VERTICAL) AND PLACE L• a PER AASHTO M199. PER AASHTO M199. N 7. CONSTRUCTION MATERIAL LINES) PRIOR TO ACTUAL UTILITY USE. 7. CONSTRUCTION MATERIAL in b 5" MIN. FOR STRUCTURE TO IF EXISTING UTILITY SERVICES (and/or MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL (AND RECEIVING MAIN) / FOR STRUCTURE TO CONSIST OF CONK. BLOCK TABLE CONSIST OF CONK. BLOCK SET IN MORTAR OR PRECAST INSPECTED BY TV CAMERA AND SUBMITTED FOR APPROVAL TO THE SITE DESIGN ENGINEER AND CITY ENGINEER AND/OR DPW DEPT. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED OR PARTIALLY SETTLED AT 2/3 SET IN MORTAR OR PRECAST CONK. WITH A 28 DAY PIPCAUSING INTERNAL PUDDLES), IT SHALL BE REPAIRED/FIXED AS PART OF THE UTILITIES PERMIT AND SITE CONSTRUCTION. / /2" CLEAR ��\ DIA. CONK. WITH A 28 DAY COMPRESSIVE STRENGTH COMPRESSIVE STRENGTH OF 4000 PSI. i30` MAX. OF 4000 PSI. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (and/or TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND 6" MIN. 8. INSTALL 8-FOOT LONG FIELD W w I DIA. PIPE I 8. 1-T3 BAR AROUND VGC GRANITE 1HROATSTONE ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (and LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PRIOR APPROVAL FROM PLDE SHALL AUTOMATICALLY NULL and VOID ALL PLDE o_ a . i CERTIFICATIONS ON THIS PLAN (and ACCOMPANYING DOCUMENTS), THEREFORE PLDE IS NOT RESPONSIBLE (or LIABLE) FOR ANY FIELD CHANGES MADE WITHOUT PLDE APPROVAL. i OPENINGS FOR PIPES AT EACH CATCH BASIN WITH D a. +04 18- TRANSITION PIECES SGE 0 0 + \\ r / COVER.. AND OVER. 1' � I— _ b > '_ � ' III- TO THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR 9. STEPS: STEEL REINFORCED -III III—III— I I=I I —� I III (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE DESIGN/ENGINEERING BY OTHERS AND THEIR OWN SEPARATE APPROVALS. COPOLYMER POLYPROPYLENE CEMENT CONCRETE 6" MIN.- 3/4" CRUSHED STONE, 6" MIN. DEPTH, PER ASTM LE BARON FIRM STABLE WATER SERVICES (FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE (AND VERIFY) THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER UNE CONSTRUCTION SHALL COMPLY WITH THE CITY ENGINEERING DEPT., CITY DPW, FIRE CLASS "A" N0. L115. SUBBASE MDPW M2.01.2 DEPT., AND WATER DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING WATER LINES. A MEP ENGINEER SHALL DESIGN THE FINAL WATER DISTRIBUTION SYSTEM (INCLUDING WATER PIPES, VALVES, HYDRANTS AND WATER — — — _ ^_III- 10. LETTERED: `DRAIN` PER GEOTECHNICAL ENGINEER SPECIFICATIONS BOOSTER PUMP STATION) MEETING ALL APPLICABLE BUILDING AND LOCAL CODES (AND GOOD ENGINEERING DESIGN PRACTICES). THE WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY - - -III III=III III III— NOTE PER UD STORMWATER MANAGEMENT GUIDELINES: SEMI-ANNUAL CLEANING IS FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER ALL WATER PIPES IS 5-FEET. REQUIRED (LATE FALL AND EARLY SPRING). FIRM STABLE 3/4" CRUSHED STONE, 6` MIN. DEPTH, GAS SERVICE THE SITE CONTRACTOR SHALL LOCATE (AND VERIFY) THE EXISTING GAS UNE(S) PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY OTHERS. SUBBASE MDPW M2»01.2 PER GEOTECHNICAL ENGINEER SPECIFICATIONS PRE-CAST DEEP-SUMP SEWAGE DISPOSAL SYSTEM: IN ACCORDANCE WITH CITY STANDARDS: SEWER LINES SHALL BE 8` MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE SITE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING AM STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. PLDE ASSUMES THAT ALL EXISTING DOWN-GRADIENT SEWAGE PIPES (AND SEWERAGE STRUCTURES) PRE-CAST DRAINAGE MANHOLE DETAIL CATCH BASIN DETAIL ARE FUNCTIONING PROPERLY AND ARE NOT DAMAGED/CLOGGED. Not To Scale Not To Scale NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOUD FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY UNE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) SHALL BE PUMPED OUT, CRUSHED AND BACKFILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD DEMOLISHED MANHOLE STRUCTURE. STORM DRAINAGE SYSTEM: THE SITE CONTRACTOR SHALL INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. DRAINAGE PIPE TYPE SHALL BE BASED ON THE DEPTH OF EARTH n COVER (SEE DRAINAGE TRENCH DETAILS AND PLAN). THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE SITE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE C) COMPONENTS. PLDE ASSUMES THAT ALL EXISTING DOWN-GRADIENT DRAINAGE PIPES (AND DRAINAGE STRUCTURES) ARE FUNCTIONING PROPERLY AND ARE NOT DAMAGED/CLOGGED. .- n a- NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. a C STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. NOTES ( applies to all she U THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP J34 LOTS #408, #445, /446, #447 AND #489. THE TOTAL AREA STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. OF LOCUS IS 249,919±SF. LOCUS IS SHOWN ON THIS PLAN AS PARCELS 1A, 113, 2A, 26, 3 AND 4. A PORTION OF a ELECTRICAL TELEPHONE AND FIRE ALARM SERVICES: FINAL LOCATION, SIZE DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MEP ENGINEER AND/OR OTHERS. LOCUS IS DESIGNATED FOR PUD DEVELOPMENT (SHOWN ON PUD AREA PLAN: submitted to the Planning Board). o CENOTE: ::PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD PARKING LOT PAVEMENT. DRIVEWAY AND ACCESS ROADS 2. EXISTING CONDITIONS PER ACTUAL FlEID SURVEY PERFORMED BY NORTH SHORE SURVEY CORPORATION APRIL 1999 ROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. 77 THRU JUNE 16, 2013 AND PATROWICZ LAND DEVELOPMENT ENGINEERING, MAY 1996. THE DIMENSIONS OF THE ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. v EXISTING BUILDINGS ARE SHOWN ON PLANS RECORDED AT THE REGISTRY OF DEEDS: PLAN BOOK 154, PLAN 75 (24 N THE PROPOSED PAVEMENT CROSS SECTION FOR THE PARKING LOT AND DRIVEWAYS SHALL CONSIST OF 1.5-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 2.5-INCHES (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF SHEETS). PROPERTY UNE PER NORTH SHORE SURVEY CORPORATION AND PLAN REFERENCES (below). NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL- MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES DIAMETER COMPACTED IN TWO LIFTS 95% MINIMUM) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. 3. ALL ELEVATIONS SHOWN ON THIS SET OF PLANS ARE BASED 0'N NGVD DATUM OF 1929 (MEAN SEA LEVEL = 0.0). THIS PLAN IS FOR PERMITTING PURPOSES ONLY. 3 THE SITE CONTRACTOR AND/OR PAVING CONTRACTOR SHALL INSURE THAT THE ACCESS ROAD AND TRANSITIONS INTO THE PARKING AREAS/GARAGES ARE SMOOTH, SO THAT ANY VEHICLE (PASSENGER CAR, SU-VEHICUE, OIL TRUCK, MOVING VAN, SEMI-TRUCKS WB-40, WB-50) BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) USCS&GS STANDARD TIDAL BENCHMARK DISK SET W OF Al DOES NOT BOTTOM OUT. THIS SITE PLAN REQUIRES THAT A DRIVING TEST (AT NORMAL DRIVING SPEEDS) IS PERFORMED ON THE FINAL COMPACTED GRAVEL SURFACE (PRIOR TO THE INSTALLATION OF THE PAVEMENT) WITH EACH VEHICLE. ADJUSTMENTS TO THE GRADE AND VERTICALLY IN WALL OF THE SOUTHEAST CORNER OF THE U.S. CUSTOM HOUSE ON DERBY STREET, ELEVATION 13.69 gssgc INFRASTRUCTURE MAY BE REQUIRED SO BOTTOMING OUT DOES NOT OCCUR. (NGVD OF 1929, MSL = 0.0 DATUM). 02 SCOTT IAN yN Ch PARKING LOT CURBING PATROWICZ m Q c CNIL.. J THE CURBING WITHIN THE PARKING LOT SHALL BE VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THE SITE PLAN. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY SHALL BE VGC AND MATCH THE SIZE I(UNE AND CURB REVEAL) OF THE EXISTING CITY CURBING 4. THE CITY OF SALEM FLOOD HAZARD DISTRICT UNE CORRESPONDS TO A FORMER ELEVATION 10.0 (NGVD 1929, 9 No.sasss o " CL MSL=0.0 DATUM). THESE ELEVATIONS ARE SPECIFIED IN THE CITY OF SALEM ZONING ORDINANCE SECTION 7-16. W AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. SPECIFICATIONS. WHEN MATCHING THE NEW CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON UNE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN �x 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & F- THE AREA OF WORK AS REQUIRED. �5T AL enlarged canopy) 5. THE BASE FLOOD ELEVATION (BEE) IS LISTED ON FIRM COMMUNITY PANEL #25009C0419F DATED JULY 3, 2012 U U LIGHTING (PLAN SCALE 1`= 500') AS ELEVATION 9.0 (USING DATUM: NAVD OF 1988). CONVERTING THE DATUM TO NGVD 1929 NO. DATE DESCRIPTION N THIS PLAN SHOWS ONLY CONCEPTUAL EXTERIOR LIGHTING. THE FINAL LIGHTING DESIGN (LOCATIONS AND TYPE OF LIGHTING) SHALL BE DESIGNED BY A LIGHTING SPECIALIST AND/OR LANDSCAPE ARCHITECT/ARCHITECT/LIGHTING ENGINEER/DESIGNER/CONTRACTOR. FINAL DATUM, HENSE THE BEE = 9.81 (NGVD'29). PER DR.PETER ROSEN, COASTAL GEOLOGIST, ACCORDING TO CZM mo• LIGHTING LAYOUT AND DESIGN SHALL BE APPROVED BY THE LOCAL BUILDING INSPECTOR PRIOR TO INSTALLATION. (COASTAL ZONE MANAGEMENT): TO DELINEATE SPECIFIC A-ZONES, IDENTIFY THE BEE ELEVATION ON THE FIRM AND v LOCATE THAT ELEVATION ON THE CORRESPONDING TOPOGRAPHIC CONTOUR ON THE PROJECT PLAN (REMEMBERING TO C) SIDEWALKS AND HANDRAILS CONVERT DATUMS IF NECESSARY). THE FEMA FLOOD BOUNDARY LINE (ELEVATION 9.81 NGVD'29) COINCIDES WITH 3 SIDEWALKS SHALL BE SLOPED PER THE GRADING PLAN WITH A MAXIMUM CROSS SLOPE OF 1% (TYPICALLY 0.87). THE TOP OF EACH RETAINING WALL (SHOWN NEXT TO SIDEWALKS) SHALL BE AT LEAST 6" HIGHER THAN THE SIDEWALK (UNLESS OTHERWISE NOTED ON THE SITE NEAR THE TOP OF THE VERTICAL FACE OF THE SHEET PILE WALL (and the underside of the cantilevered walkway) AND SITE PLAN v PLAN). A PORTION OF SIDEWALK AT THE GENT00 BUILDING (AS SHOWN ON THIS PLAN). oFABRICATED ALUMINUM OR GALVANIZED STEEL HANDRAIL (PER ADA, LOCAL AND STATE BUILDING CODES) SHALL BE SPECIFIED BY OTHERS AND INSTALLED IN THE APPROXIMATE LOCATIONS SHOWN ON THIS SITE PLAN. ADDITIONAL AND ALTERNATIVE LOCATIONS MAY BE I NECESSARY AS DETERMINED BY THE CITY BUILDING INSPECTOR DURING AND/OR AFTER CONSTRUCTION OF ACTUAL SIDEWALKS AND ASSOCIATED RETAINING WALLS (BASED ON A FINAL INSPECTION BY THE BUILDING INSPECTOR). HANDRAILS SHALL BE INSTALLED ON BOTH SIDES NOTE: THIS SITE PLAN BY NO MEANS CONSTITUES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE FOR TO ACCOMPANY ILL Q OF ALL CONCRETE STEPS. DUE TO THE VARYING HEIGHTS OF RETAINING WALLS (SLOPING TOPS OF WALL), SHOP DRAWINGS SHALL BE PREPARED BY HANDRAIL FABRICATOR AND SHALL BE APPROVED BY STRUCTURAL ENGINEER AND CITY BUILDING INSPECTOR PRIOR TO ACTUAL THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY AND OTHER WORK WOULD BE REQUIRED BY HANDRAIL FABRICATION TO INSURE HANDRAILS MEET ALL ADA, LOCAL AND STATE BUILDING CODES (BASED ON AS-BUILT LOCATIONS OF WALKS, RETAINING WALLS, BUILDING FACE AND STEPS). OTHERS FOR SUCH A CERTIFICATION. NOTICE OF INTENT APPLICATION UMATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. 6. WETLAND RESOURCE AREA: TOP OF COASTAL BANK (TOCB) DETERMINED BY PLDE (BASED ON TOPOGRAPHY and Z showing HANDICAP RAMPS SHALL BE INSTALLED PER THE MOST RECENT ADA REQUIREMENTS SPEgFlCATIONS AND STANDARDS. HANDICAP RAMPS SHALL BE A MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8% WITH HANDRAILS (OR 5% WITHOUT LOCATION OF FEMA LINE) USING MassDEP POLICY X92-1 FIGURE 2 and 4. TOCB COINCIDES WITH THE TOP OF THE C YSHEET PILE SEAWALL AND OTHER GRANITE BLOCK WALLS. DETAILS ILS (' NOTES U HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR H 1VC•l V\ CL REINSTALL ACTUAL DETAILS OF HANDICAP RAMPS ARE NOT SHOWN ON THIS SITE PLAN. GRADES AND/OR EDGE OF SIDEWALK LOCATION MAY NEED TO BE ALTERED IN ORDER TO COMPLY WITH ADA STANDARDS. THE EXISTING MEAN HIGH WATER AND MEAN LOW WATER BOTH COINCIDE WITH THE VERTICAL SURFACE OF THE I- THE CONCRETE STEPS ARE SHOWN CONCEPTUALLY ON THIS PLAN WITH 7.5-INCH RISER AND 9-INCH TREAD. FINAL DESIGN OF CONCRETE STEPS BY OTHERS TO BE APPROVED BY THE CITY BUILDING INSPECTOR. EXISTING SHEET PILE WALL AND OTHER GRANITE BLOCK WALLS. TOT the W KYD CONCRETE PADS 7. RIVERFRONT AREAS: THE MEAN ANNUAL HIGH WATER UNE COINCIDES WITH THE MEAN HIGH WATER ALONG THE SALEM WATERFRONT 0 THE FOLLOWING SPECIFICATION APPLIES TO THE COMPACTOR PADS, DUMPSTER PAD'S, AC PADS, GENERATOR PADS, ETC. (IF ANY ARE REQUIRED). APPROXIMATE SIZE AND LOCATIONS ARE SHOWN ON THESE SITE PLANS (FINAL LOCATION AND SIZE DETERMINED BY SITE EXISTING SEAWALL'S VERTICAL FACE. THE MOUTH OF THE SOUTH RIVER IS SHOWN ON A MAP ENTITLED: CONTRACTOR PER BUILDING CODES). WHERE CONCRETE PAD ABUTS ASPHALT, THE CONCRETE PAD SURFACE SHALL BE FLUSH WITH THE ASPHALT WITH NO BUMP OR DIP. THE CONCRETE PAD SHALL BE 6-INCH THICK FORMED (POURED IN PLACE) PORTLAND CONCRETE MASSACHUSETTS MOUTH OF COASTAL RIVER MAPS, M.G.L c.131, s.40 310CMR 10.58. MAP ID: SALEM MOR-2 (MAP HOTEL E XP ANS IO N ? CEMENT WITH 47x4" WWM ON TOP OF 12-INCHES GRAVEL BASE (DENSELY GRADED GRAVEL: M1.03.0 TYPE C, NO STONES OVER 2-INCHES COMPACTED IN TWO LIFTS 95% MINIMUM). DATED MARCH 1, 2005) PREPARED BY DEP WETLANDS PROGRAM. PARKING STRIPING UTHE SIZE FOR EACH STANDARD PARKING SPACE IS 9-FEET WIDE x 18-FEET LANG. PLAN REFERENCES Congress and Derby Streets W THE SIZE OF A HANDICAP SPACE SHALL BE PER ADA SPECIFICATIONS 8-FEET x 18-FEET (WITH A 8-FOOT STRIP NEXT TO THE SPACE DESIGNATED NO PARKING: VAN ACCESS). A HANDICAP SIGN (R7-8) SHALL BE MOUNTED ON A METAL POST PER MASS. HIGHWAY DEPT. aSPECIFICATIONS FOR EACH HANDICAP SPACE 1. PLAN ENTITLED: `NEW ENGLAND POWER SERVICE COMPANY-1151GV DUCT UNE AND CABLES- LOCATION PLAN` DATED Salem, Massachusetts Q ALL STRIPING SHALL BE 4-INCH REFLECTORIZED WHITE PAINT. FEBRUARY 1949, SCALE 1`=20', SHEET 3 OF 9. Property of: Pickering Wharf Condominium Trust (Parcel 3) m ALL PARKING AISLES SHALL BE 24-FEET WIDE (MIN). 2. PLAN ENTITLED: "SANITARY SEWER AND WATER DISTRIBUTION` PREPARED BY ADD, INC. AND C.A. CROWLEY and ENGINEERING, INC., DATED NOVEMBER 17, 1977, SCALE 1"=40', SHEET 1 OF 2. The Salem Waterfront Hotel and Suites Condominium RETAINING WALLS (Parcels 1A & 4) ALL RETAINING WALLS SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN ONLY SHOWS APPROXIMATE LOCATIONS AND ELEVATIONS OF PROPOSED 3. PLAN ENTITLED: "UTIUTY PLAN (AS-BUILTS)" PREPARED BY HAYES ENGINEERING, INC., DATED AUGUST 3, 1979, and E RETAINING WALLS AS A GENERAL GUIDE. PUDE DOES NOT CERTIFY WALLS, ELEVATIONS OR FOUNDATIONS; THEREFORE PLDE ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL SCALE 1`=20', SHEET CD1 AND CD2 RECORDED AT THE REGISTRY OF DEEDS PLAN BOOK 154, PLAN 75. The Salem Waterfront Hotel & Suites, LLC O PROFILES, DESIGN SPECIFICATIONS AND CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR PRIOR TO CONSTRUCTION. (Parcels 1B, 2A & 2B) 4. PLAN ENTITLED: `PICKERING WHARF"' PREPARED BY MASSACHUSETTS ELECTRIC COMPANY, DATED APRIL, 1978, PLDE #06-05 Date: May 12, 2014 STRUCTURAL FILLUNDER BUILDINGS AND/OR WALL FOUNDATIONS SCALE 1"=20', SHEET SM11. v STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. Scale: NTS Sheet 8 of 11 5. NOTES REGARDING GAS UNES/AS-BUILT SKETCHES PREPARED BY D.BAETZEI_ (DEVCO) AND D. JACQUES (GASCO), 0 THE CONTRACTOR SHALL INSTALL (PER ARCHITECTS SPECIFICATIONS) AN EXCEL ENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM). N.M.423-695D DATED APRIL 26,1978 AND JULY 21, 1978, 7 SHEETS, ON FILE WITH PLDE AND ROCKETT MANAGEMENT. PATROWICZ a LAND DEVELOPMENT ENGINEERING o STRUCTURAL FILL (SUB—BASE) UNDER PAVEMENT 6. PROPERTY LINE PLAN ENTITLED: `SUBDIVISION PLAN OF LAND IN SALEM, MASS` DATED OCTOBER 5, 1977 PREPARED 14 Brown Street, Salem, MA 01970 N A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR SUB-BASE) AND COMPACTED IN 6-INCH LIFTS TO 95X PRIOR TO INSTALLATION OF BY HAYES ENGINEERING, INC. RECORDED AT THE REGISTRY OF DEEDS: PLAN BOOK 145, PLAN 75. (978) 836-6400 rn THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, AND A GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD AND/OR PARKING LOT. 7. (A) PLAN BOOK 327, PLAN 85, (B) PLAN BOOK 338, PLAN 30, (C) PLAN BOOK 345, PLAN 10, (D) PLAN BOOK NORTH SHORE SURVEY CORPORATION 374, PLAN 20, (E) PLAN BOOK 385, PLAN 71, (F) ELECTRIC EASEMENT IS SHOWN ON EXHIBIT "A` RECORD BOOK 6449 14 Brown Street, Salem, MA 01970 MassDEP FILE: LANDSCAPING PAGE 22, RECGRDED MATH DOCUMENT 164783. 064-0569 w PLANTS (SIZE, LOCATION AND TYPES), GRASS, PLANTING SOIL (FOR SHRUBS, TREES AND LAWN AREAS), MULCH BEDS AND MAINTENANCE SCHEDULE ALL SPECIFIED BY OTHERS. (978) 744-4800 C_ I =mom d E o 0 Ci U STC 900 Precast Concrete Stormceptor® CROSS COUNTRY 2,5•MIN (900 US Gallon Capacity) UNDER PAVEMENT CROSS COUNTRY 4" LOAM AND SEED UNDER PAVEMENT UNDISTURBED UNDISTURBED • OR APPROVED SLOPE 4" LOAM AND SEED SAWCUT EDGES PROTECTIONSURFACING OR RESURFACING OR APPROVED SLOPE EXISTING PAVEMENT EXISTING PAVEMENT AS REQUIRED. PROTECTION SURFACING OR RESURFACING 1" MIN. BIT. CONC. 6" AS REQUIRED. RESURFACING OAD BASE (GRAVEL) 6 SPECIAL BORROW / �o : �_>. ��/ . o ° a CAD BASE (GRAVEL) LAID I N 2I COURSE (1.5"EACH) Stormce for " o o ORDINARY BORROW / �oo o$a. EXISTING TOP p 32"°i I ofO COURSE EXISTING Frame and Cover `a � W SPECIAL BORROW o o W . moo` o 0o d, ORDINARY BORROW O 0 �� � BINDER o pro o o O EXISTING o Q o COURSE Grade Adjusters t0 I C�O ooC) 3 X PIPE WTSIDE DIA. o Of o 0 o GRAVEL & Suit Finished Grade 5" w - �p OR 3'-6" MIN. y' o0 0� 3 X PIPE OUTSIDE DIA. I APPLY 2¢0Outlet v0 � w o ,,o OR S-6" MIN. 6"MIN (S' 'o _� - TACK COAT ON _ " O MIRAFl FABRIC v�o 0 d� o O 'MIN SAWED EDGES �_ 6"0 Oil Pipe MIRAFl FABRIC 18" GRAVEL SUBBASE " e a b 30"0 Cleanout TO Orifice 3"MIN. RCP-CLASS V PIPE 3"MIN. COMPACTED 98% o. $ Plate - PVC SDR 35 OR HPDE MHD M1.03.0 TYPE B III Oo 12"MIN �� -� - �� - - NO STONES OVER 3"DIA. TRENCH- WIDTH I ' G I I - SPRINGLINE 12"MIN ,: i ` _ III O 18". MIN o = 72"0 i 6" A' I I SPRINGLINE 7" a p' _ SUITABLE COMPA9"MIN �6'MIN' 6'MIN. p O ' Q p BACKFILL Varies $tOnnCeptOr® i n 9'MIN - III SEE TRENCH Insert \ -� I- "- DETAIL Outlet CRUSHED STONE (3/4") BEDDINGSHEETING -III CRUSHED STONE (3/4") BEDDING Inlet WBIf i It Otlpet nle AS REQUIRED NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. IN EARTH IN LEDGE IN EARTH IN LEDGE 6"/x PERMANENT PAVEMENT PATCH ' NOTE: , � a 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE NOTE: °flfiCe MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE Not To Scale Plate REQUIREMENTS. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING REQUIREMENTS. 55" Z Access opening 6"0 Vent 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN 6" LIFTS. 2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. Min. Drop Tee o (See note#2) Pipe 3. MORTAR ALL JOINTS OF REINFORCED CONCRETE PIPE (RCP). Inlet Pipe 24"0 Drop DRAINAGE TRENCH SECTION DRAINAGE TRENCH SECTION --16° Outlet Pipe Plan View a . _ FOR EARTH COVER FOR EARTH COVER OVER 36" 6" d FROM 1899 TO 3699Not To Sale �-- Section Thru Chamber Not To Scale Notes: 1.The Use Of Flexible Connection is Recommended at The inlet and Outlet Where Applicable. 2.The Cover Should be Positioned Over The Outlet Drop Pipe and The Vent Pipe. Standard #8: 3.The Stormctor 8cted the 8 U.S. Patents:94985148, cs CONSTRUCTION PERIOD POLLUTION PREVENTION and EROSION SEDIMENTATION CONTROL PLAN #5498331,#5725760,#5753115,#5849181,96068765,#6371690. C4.Contact a Hydro Conduit representative for further details not listed on this drawing.' LL (PER FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND MassDEP'S STORMWATER MANAGEMENT POLICY VOLUME II) o THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN GENERAL ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY'S (EPA's) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT PROGRAM FOR STORMWATER DISCHARGES FROM CONSTRUCTION SITES (AS LAST REVISED FEBRUARY 16, 2012). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE EROSION (AND THE TRANSPORT OF SEDIMENT) TO U WETLAND RESOURCE AREAS (THE SOUTH RIVER, SALEM) DURING THE EARTHWORK AND CONSTRUCTION PHASES of THE PROJECT. THE FOLLOWING EROSION CONTROL MEASURES SHALL BE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): a1. BOOL: FLOATABLE BOOM (215±LF MINIMUM) WILL BE INSTALLED IN THE WATER BETWEEN THE EXISTING SHEETPILE WALL AND THE MARINA DECKING (floating docks) TO CATCH FLOATABLE DEBRIS. NOTE: TIIIS PLAN ONLY SERVES AS A GENERAL GUIDE. TIIE SITE CONTRACTOR MAY NEED C14 TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD 2. HAYBALES: SET 210±LF (MINIMUM) ALONG THE WATER'S EDGE (SOUTH RIVER) TO SERVE AS AN EROSION CONTROL AND LIMIT OF WORK LINE. ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. Lo 3. SNOW FENCE: SET 210±LF (MINIMUM) OF FOUR FOOT ORANGE SNOW FENCE IN BETWEEN THE HAYBALES AND THE RAILING TO HELP MINIMIZE WIND-BLOWN LOOSE DEBRIS. N 4. STRAW WATTLES: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) STRAW WATTLES WILL BE INSTALLED ALONG THE WATERSIDE OF THE PROJECT DURING CONSTRUCTION TO CONTROL EROSION DURING CONSIRUCON TO MINIMIZE SHEET EROSION. WATTLES NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, r MOREALL BE PLACED ON ANY O 10-INCH DIAMETER THAN SEVEN DAYS).�WATTLES SHALL BEANS PALLED PERPENDPPED IN ICULARSTIC NETTING)TO WATER FLOW. THELL WATTLES SHALL BESET AT LEAST OSTAKEDCWATHHES I W00 EN PONTO THE STS (1 0-[INCH SQUARE)STING GROUND TO I4EFEETEONUCENTER.TTINIG Y THE PROJECT SITES ISH VIRTUALLY FLATT, THEREFORE VERY DISTURBEDLI STILE SIL AT10N S EXPECTED (andLOPE (THAT WILL REMAIN TtRs0unllikely FOR THIS PLAN IS FOR PERMITTING PURPOSES ONLY. 3 that straw wattles will be required). X! ��P��W 0 MAss9c 5. SILT FENCING: IF OEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) SILT FENCE WILL BE INSTALLED ALONG THE WATERSIDE OF THE STRAW WATTLES ALONG THE PRO3JECT SHORELINE (DETAIL SHOWN ON THIS PLAN). THIS SEMI-PERMEABLE BARRIER MADE OF 2 SCOTT IAN ti fu SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN (10) FEET APART 4 PATROWICZ P Z (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE UP-GRADIENT SIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE) SHALL BE DRIVEN INTO THE GROUND AT LEAST EIGHT (8) [INCHES. THE SILT FENCE SHALL BE FIRMLY HELD TO THE WOODEN STAKE WITH MANY m a CNIL Q CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCE(S) SHALL BE REPLACED AS DETERMINED BY PERIODIC FIELD INSPECTIONS. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely that sit fencing will be required). 9No.33658p J EL 6. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS (LOCATED ADJACENT TO THE PROJECT SITE) SHALL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) AND/OR SILT SACKS THROUGHOUT CONSTRUCTION AS DEEMED NECESSARY BY THE SALEM CC A�� P 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & ~ AND/OR SITE CONTRACTOR. � AL enlarged canopy) U) 771 U 7. GRAVEL AND CONSTRUCTION ENTRANCE/EXIT. IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX ((6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE PLACED AT A 2% G N0. DATE DES ro GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN INLET OR TEMPORARY SETTLING AREA. THE PROJECT SITE IS VIRTUALLY FLAT (and it is unlikely that a gravel construction N entrance/exit will be required). 8. SLOPE STABILIZATION: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN SEVEN (7) DAYS (AFTER GRADING (OR CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED91 " LA o a Mw UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBITIMPLEMENTATION). ON SLOPES GREATER THAN OF 3:1 (H:V) CONTRACTOR SHALL INSTALL SLOPE STABILIZATION MEASURES SUCH AS HAY MULCH AND[/OR JUTE MATTING AND/OR DRIVABLE CRUSHED STONE BEDS (ON TOP OF FILTER FABRIC IF rn' SITE NECESSARY) TO MINIMIZE EROSION. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely slope stabilization techniques will be required). �] v ,o 9. DIVERSION CHANNELS: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) TO CONTROL EROSION DURING CONSTRUCTION DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION o BASINS OR PROTECTED CATCH BASIN INLETS. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely that diversion channels will be required). TO ACCOMPANY A 0 WA CL 10. TEMPORARY SEDIMENT BASINS: IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) TO CONTROL EROSION DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR eERMED STORMWATER DETENTION STRUCTURES Q DEPENDING ON THE GRADES. THE PROJECT SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED (and it is unlikely that temporary sediment basins will be required). IF NECESSARY, THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO NOTICE O F INTENT APPLICATION ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. z 11. PRIOR TO CONSTRUCTION: PRIOR TO THE PRE-CONSTRUCTION SITE WALK WITH THE SALEM CONSERVATON COMMISSION, THE SITE CONTRACTOR SHALL REMOVE ANY EXISTING SILT AND DEBRIS. THE SITE CONTRACTOR WALL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL DESCRIBED IN THIS showing w PLAN. EROSION CONTROLS SHALL BE IN-PLACE PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. ALSO A DETAILED CONSTRUCTION SEQUENCE SCHEDULE OF SITEWORK SHALL BE DISCUSSED IN DETAIL AT 'THE PRE-CONSTRUCTION CONFERENCE. 0 12. CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND AND A PRE-CONSTRUCTION CONFERENCE WITH THE SALEM CONSERVATION COMMISSION (AND/OR ITS AGENT) HAS BEEN COMPLETED. AFTER EROSION CONTROL MEASURES DETAILS & NOTES U 1.5" SQ. WOOD POST 10' TO 4' O.C. OR ar HAVE BEEN INSPECTED AND APPROVED BY THE SALEM CONSERVATION COMMISSION (AND/OR ITS AGENT) THEN EARTHWORK WILL BEGIN. SINCE THE SITE IS COMPOSED OF ENTIRELY IMPERVIOUS SURFACES ([building, parking and sidewalks), STABILIZATION OF NEWLY CREATED EXPOSED LAND IS CRITICAL STEEL REBAR POSTS SET 10' APART SO THAT EROSION IS MIINIMIZED. THE PROJECTS SITE IS VIRTUALLY FLAT, THEREFORE VERY LITTLE SILTATION IS EXPECTED. WRAP ATTACHMENT for the ONCE THE ROUGH GRADES HAVE BEEN ESTABLISHED, THE BUILDING FOUNDATION CAN BE CONSTRUCTED (which is mostly piles). FOLLOWING THE INSTALLATION OF THE PILES, THE PILE CAP CAN BE CONSTRUCTED. NEXT, CONSTRUCT THE BUILDING SLAB (IN ACCORDANCE WITH GEOTECHNICAL CORD AROUND UNDESTURBED DISTANCE V SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION), FOLLOWED BY THE INSTALLATION OF UNDERGROUND UTILITIES AND FINAL SITE GRADING FOR PAVEMENT, WALKWAYS AND PATIO AREAS. THEN, LANDSCAPING. POST TWICE (SEE PLAN) -� SALEM WATERFRONT FINISHED 13. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THIS PLAN. DURING CONSTRUCTION, THE ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH GRADE DOWM GRADIENT E RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN TWO (2) INCHES DEEP, OR AS NEEDED. DAMAGED OR DETERIORATED EROSION CONTROL DEVISES WILL BE 5' TO 10' co REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE SALEM CONSERVATION COMMISSION SHALL /// MARAFl FABRIC AREA SOURCE HOTEL EXPANS IO N U) APPROVE THE STABILIZED EARTH PRIOR TO THE REMOVAL OF EROSION CONTROLS, IF DEEMED NECESSARY DURING CONSTRUCTION (BY SALEM CC AND/OR SITE CONTRACTOR) ADDITIONAL EROSION CONTROL/DEBRIS CONTROL MEASURES MAY BE REQUIRED. \ \% SPOIL �� Congress and Derby Streets '����� % �� Salem, Massachusetts W Standards #4 and #9: '' '/ '% BURY FABRIC 8" MIN. OPERATION & MAINTENANCE (POST-CONSTRUCTION REQUIREMENTS IN GROUND. DO NOT Property of: Pickering Wharf Condominium Trust Parcel 3 Z LONG-TERM INSPECTION• PUT SPOIL ON WETLAND p Y and THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND MAINTENANCE PLAN (IN ACCORDANCE WITH MossDEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING SIDE OF FENCE The Salem Waterfront Hotel and Suites Condominium OPERATION & MAINTENANCE PLAN IS TRANSFERRED TO EACH SUCCESSIVE PROPERTY OWNER (TO RUN WITH THE DEED). (Parcels lA & 4) c NOTES: and THE OWNER OF THE PROPERTY SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS INCLUDING: 1. CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) AS The Salem Waterfront Hotel & Suites, LLC EXCAV TABOVE AND HAVE IT ION OR EARTH REMOVAL ONSITBY E THE CONSERVATION COMMISSION PRIOR TO ANY E ( ) Parcels 1B, 2A & 2B p° (A) MONTHLY PAVEMENT SWEEPING AT THE END OF EACH SEASON AND AFTER MAJOR STORM EVENTS, 2. CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY MAINTAINED PLDE #06-05 Date: May 12, 2014 VATHA (B) DAY-TO-DAY TRASH REMOVAL FROM THE PREMISES AS REQUIRED FOR THE OPERATIONS OF THE SALEM WATERFRONT HOTEL & EXPANSION PROJECT, AT ALL TIME IN ACCORDANCE GOOD OPERATING CONDITION. (EERORO THE ORDER CONDITIONS (WETLANDS PERMIT) AND IN Scale: NTS Sheet 9 Of 11 THE UNDER SILLT FENCE IS STRICTLY PROHIBITED. 2 (C) WEEKLY INSPECTION OF AREA AROUND DUMPSTER FOR LOOSE TRASH COLLECTION AND DISPOSAL, 3. ALTERNATIVELY, A SILT SOCK (STAKED IN GROUND PER SCS SPECIFICATIONS) CAN BE USED PATROWIC 0 INSTEAD OF A SILT FENCE. LAND DEVELOPMENT ENGINEERING IL (D) QUARTERLY CLEANING OF ALL CATCH BASINS, DRAIN MANHOLES AND THE STORMCEPTOR, PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND EARLY SPRING), 14 Brown Street, Salem, MA 01970 SILT FENCE DETAIL (978) 836-6400 m (E) MONTHLY MAINTENANCE OF LANDSCAPED AREAS. (if deemed necessary) NORTH SHORE SURVEY CORPORATION rn (F) NO ILLICIT DISCHARGES ARE EXPECTED. THIS SITE HAS 24-HOUR, 7-DAY/WEEK, 365 DAYS/YEAR SECURITY SURVEILLANCE. MaSSDEP FILE' Not To Scale 14 Brown Street, Salem, MA 01970 (978) 744-4800 #064-0569 m N C N E J O O i 111 WATERSHED ANALYSIS: POST—DEVELOPMENT / WATERSHED CHARACTERISTICS: INPUT PARAMETERS FOR THE SCS TR-55 WATERSHED CHARACTERISTICS DEFINED AS INPUT PARAMETERS (USING THE HYDROCAO PROGRAM). I ` � WATERSHED A: r NODE•As , ` ` TOTAL WATERSHED AREA = 39,9953 PERVIOUS AREA (LANDSCAPING) = 1,8263SF IMPERMOU5 AREA (BUILDINGS & PAVEMENT) = 38,1693SF 88 \\ ` ` TIME OF CONCENTRATION: (USE 6 minutes min. per CC comment) \ SHEET FLOW SEGMENT A–B (PAVEMENT): 453LF ® 22% ` ` SHALLOW CONCENTRATED FLOW SEGMENT B–C (PAVEMENT GUTTER): 3563LF ® 0.9% RUNOFF (FROM WATERSHED A) FLOWS TO NODE:A (AN EXISTING MUNICIPAL CATCH BASIN AT THE CORNER OF CONGRESS STREET AND DERBY STREET). YT STORMWATER QUALITY TREATMENT IS ENHANCED IN POST–DEVELOPMENT WITH A SLIGHTLY REDUCED WATERSHED AREA. RUNOFF FROM THE PARKING LOT IS TREATED THIRD DEEP–SUMP CATCH BASINS. ' a ` qmwft WATERSHED B: a _ TOTAL WATERSHED AREA = 55,9513SF ` _ PERVIOUS AREA (LANDSCAPING) = 85435E IMPERVOUS AREA (BUILDINGS & PAVEMENT) = 55,0973SF —Y" TIME OF CONCENTRATION (USE 6 minutes min. per CC comment) SHEET FLOW SEGMENTA B PAVEMENT) 503LF ® 1.8% PIPE FLOW SEGMENT 8-C: 1443LF 0 1.2% STORMCEPTOR SEGMENT C–D: TIME IN BASIN PIPE O — — — — ` ` ` ` 1 • RUNOFF (FM ROM WATERSHED 1 B)`FLOWS TO NODE:B AN EXISTING PRIVATE DRAT MANHOLE STRUCTURE AT THE CORNER OF WHARF ROAD). EXISTINGHOTEL' PARKING I L _��.� ' STORMWATER QUALITY TREATMENT IS ENHANCED INPOST–DEVELOPMENT (WITHNA NEW STORMCEPTOR) AND THIRD ADDITIONAL HOODEDDEEP–SUMPCATCH BASINS. / lj WATERSHED Cl: I -- - � v ��--� �------_ TOTAL WATERSHED AREA = 3,34735E PERVIOUS AREA (LANDSCAPING) = D3SF IMPERVIOUS AREA (PAVERS FOR PEDESTRIAN USE ONLY) – 3,3473SF E)qSTING PARSING LOT RUNOFF TIME OF CONCENTRATION: (USE 6 minutes min. per CC comment) SHEET FLOW SEGMENT A–B (PAVERS): 143LF ® 0.6% / ' I -c (PAVERS):SHALLOW CONCENTRATED FLOW SEGMENT B'n / VE : 513LF ® 1.0% (watershed area reduced]slightly) WATERSHED C1 LAND USE HAS BEEN CHANGED FROM AN EXISTING / • �` / --- __ -- PARKING LOT TO A PEDESTRIAN SIDEWALK (WITH NO VEHICULAR USE). RUNOFF (FROM WATERSHED Cl) FLOWS TO NODE:CI (OVER THE SIDEWALK DISCHARGING DIRECTLY INTO THE SOUTH RIVER). IXGE 1�JJ WATERSHED : A „5 = WATERSHED C2: TOTAL WATERSHED AREA = 14,12035E PERVIOUS AREA (LANDSCAPING) = D3SF WATERSHED ANALYSIS IMPERVIOUS AREA (ROOF RUNOFF) = 14,12035E G __ STUDY AREA (DIVIDING LINE)TIME OF CONCENTRATION: (USE 6 minutes min. per CC comment) ' I SHEET FLOW SEGMENT A–B (ROOF RUNOFF): 1003LF ® 0.1% A " CHOWDER HOUSE" — WATERSHED C2 LAND USE HAS BEEN CHANGED FROM AN EXISTING wa j _ � WATERSHED DIVIDE (RIDGELINE) / PARKING LOT TO A BUILDING'S ROOF (RUBBER ROOF WHERE RAINWATER 15 COLLECTED). B ( EXISTING WILL UN (FROM WATERSHED C2) IS DIRECTED BY IL DOWNSPOUT TO NODE:C2 AN E%ISTING CATCH BASIN STRUCTURE WHICH L BE CONVERTED TO A DRAINAGE WATERSHED IDENTIFICATION (TR-55 WATERSHED CHARACTERISTICS HED:A MANHOLE OR ) WHICH ETM RIVER' WATERS DEFINED AS INPUT PARAMETERS IN THE HYDROCAO PROGRAM) HUS MINIMIZING THEFLOW TO THEEXISTING 21–INCH OUTLET (NORTH OF FINZ { y I I ; I t_ .� Y % HYDRAULIC PROFILE (FLOW PATH) TO CALCULATE TIME OF '+ I Y CONCENTRATION OMH HYDRAULICALLY MOST DISTANT POINT THE WATERSHED TOTHE POINT O COLLECTION (TYPICALLY THE WEIR CONTROL OR EARTHENBERM) POINT OF INTEREST WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE 4-4THE SALEM WATERFRON H C HYDRAULIC PROFILE SEGMENT co OT L & SUITE CONDOMI O ' I ' ` + Y�. ' `(RUSSIAN 1 PRIMARY NODE (OUTLET POINT OF DISCHARGE) WEIR CONTROL }I / A:+12.0 / ; �' o ' AID NODE:A STRUCTURE AND/OR OUTLETPPE AND/OR CATCH BASIN CONTROL r I i Is – / � � a /.. � � STRUCTURE CALLED "POND" IN THE HYDROCAD PROGRAM _ ��° �a / o S CIETY — - ---- �/ w W O I oo U ' = �� /�� \r � � E-4 } �](�)[��� NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED / p I --- GRADES (on with PDE approval) AS NECESSARY BASED ON FIELD o --- - ® ° GOA � �+— Q) '•� ~ O - - - - - - ACTUALITIES. APPROVAL (fromPLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. I ~ a FQ I �� /1 I o NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, N ' EAStERN I I i / y �' � w • 1 i THIS PLAN IS FOR PERMITTING PURPOSES ONLY. of MAS FQ' `P9 3 I I ? # O p't� SCOTT IAN cyG +� U a a PATROWICZ 1/' I _ B / 11❑ Ln El I i f CNIL ' INVout=7 1 _ + 96 W ~ v Ro.aBsss y } _ r PARHING-LOT 0 0 I a� Pe "'w TREATED JY Af N I G A I F$� At 1 6/26/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & ' Yr, I i enlarged canopy) z I \ STORMGEP�OR a ' (befexe dis h rg i to No e ) N0. DATE DESCRIPTION o z TANCOOK Y T 0 �F - ! W I t \ F�I� wA CRESCENT" - - wA WATERSHED ANALYSIS - I , �. 1 .�..... `° o a., Tjam, o;C /lto. .eaA � v; TO ACCOMPANY A CU - 2 01 � J_ t =� _, -- - --- — ,� � °o NOTICE OF INTENT APPLICATION ' 1 t� LL e e > ___� --- --- �° Q I showing ng 181L D F PIPE FLOW .NODE:B POST—DEVELOPMENTO PM ENTz � � e. mI� a" aFIw W A1l "_gy -INVin=3.62 ao1� - - 1. CONDITIONS l _00 r o. for the I I � Y1� °�� W W I.SF `t _ __ 09. 1 o � E_ 11 �--- �� ; '�' t �� "ARB�LLA" I � ! ❑ _. SALEM WATERFRONT e r oI 3 HOTEL EXPANSION U MI °s WATERSHED e. C2 _ CONDpMINIUM I Congress and Derby Streets W ' I Roves d2F (from the entire rood PARKING LOT 4 0 1 Of r / DISCHARGE INTO EXISTING OUTLET y Salem, Massachusetts a12.0 ° �- s. '1 I I ! Property of: Pickering Wharf dCondominium Trust (Parcel 3) The Salem Waterfront Hotel and Suites Condominium o (Parcels lA & 4) b and — \ \ / W� The Salem Waterfront Hotel & Suites, LLC W I I o (Parcels 1B, 2A & 2B) a I m °'r"""" —- I x PLDE #06-05 Date: May 12, 2014 2 I oI A 4\ 1 ! 4 Scale: 1" = 20' Sheet 11 of 11 r µ ; ' A� I a • 14LF SHE T ® 0.6� 3 I n--d �� of 1 .5j , i I PATROWICZ •INI�W18t A ON _ _1- ; o 13.0 � _ �-.�. I ° �,...�..® - - -1-- - 1 a —� „ B L51LFGU �I 1 \ LAND DEVELOPMENT ENGINEERING "� - 8Jx g; n� — 0190 E.0 — , 1 CL] GRAPHIC SCALE 14 Brown Street, Salem, MA 01970 g ,. -- elf ER _ _ 1 i 2° 0 1° R2D 4° m (978) 836-6400 ® 0 1 G �► _ Fy t� \ b ---- -- - -- - r ARBELLA _ I o �__ � _ \ NORTH SHORE SURVEY CORP MassDEP FILE: _ ( IN FEED ) 14 Brown Street, Salem, MA 01970 064-0569 a ---- r 1 inch = 20 ft. (978) 744-4800 w 0 U T H � - -- ---___ -- co O O C_ U