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HomeMy WebLinkAboutTR-8698 �oF Ury John M.Bredemeyer III, President � soTown Hall Annex 0 Michael J.Domino,Vice-President h0 l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith O Southold,New York 11971 A.Nicholas Krupski i5&. • �O� Telephone(631) 765-1892 Charles J.Sanders O1��,0()I Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT EROSION PERMIT#6696C V COASTAL ERO � I Applicant/Agent: MILONE & MACBROOM, INC. Permittee: CROSS SOUND FERRY SERVICES, INC. SCTM# 0 1 00-15-9-16 Project Location: 41270 Main Road, Orient Date of Resolution/Issuance: October 21, 2015 Date of Expiration: October 21, 2017 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Permit for the entire dock area which is approximately 20,000sq.ft.; to construct approximately 270' of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft. of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle,access ramps and stanchions, and replace the support structures; and as depicted on the site plan prepared by Milone & MacBroom, dated September 4, 2015, and stamped approved on October 21, 2015. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: XX A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: Michael J. Dordino, Vice-President Board of Trustees -tic i SN S�' mg m §11"_! �g g-, ............... �13 R V BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOL%NEW YORK PERMIT NO. 8698 & 8698C DATE: OCTOBER 21,2015 ISSUED TO: CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY PROPERTY ADDRESS: 41270 MAIN ROAD, ORIENT It SCTM# 1000-15-9-16 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 21,2015,and in consideration of application fee in the sum of$500.00 paid by Cross Sound Ferry Services,Inc.,c/o Richard MacMurray and subject to the Terms and Conditions as stated in the Resolution,the A Southold Town Board of Trustees authorizes and permits the following: Wetland'Perndt for the entire-dock area which is approximately 20,000sq.ft.;to construct approximately 2701 of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft.of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions,and replace the I support structures; and as depicted on the site plan prepared by Milone&MacBroom, dated September 4,2015,and stamped approved on October 21,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 71 and these presents to be subscribed by a majority of the said Board as of this date. "all John M. Bredemeyer III Absent Wtt ca A L Zr all "I 113111, John M. Bredemeyer III, President so Town Hall Annex Michael J. Domino,Vice-President O 54375 Route 25 ]�[ P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski • �O� Telephone(631) 765-1892 Charles J.Sanders OI�'rou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#6696C Applicant/Agent: MILONE & MACBROOM, INC. Permittee: CROSS SOUND FERRY SERVICES, INC. SCTM#: 1000-15-9-16 Project Location: 41270 Main Road, Orient Date of Resolution/Issuance: October 21, 2015 Date of Expiration: October 21, 2017 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Permit for the entire dock area which is approximately 20,000sq.ft.; to construct approximately 270' of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft. of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions, and replace the support structures; and as depicted on the site plan prepared by Milone & MacBroom, dated September 4, 2015, and stamped approved on October 21, 2015. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: XX A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: Michael J. Do ino, Vice-President Board of Trustees • Is 1, L John M. Bredemeyer i11, President g�}EED(,�c Town Hall, 53095 Main Rd. �G P.O. Box 1179 Michael J. Domino, Vice-Presidents James F. King N Southold,NY 11071. o Telephone(631)765-1892 Charles J. Sanders Dave Bergen Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, silt fence 1St day of construction '/ constructed Project complete, compliance inspection John M.Bredemeyer III,President 4F'so Town Hall Annex y® Michael J.Domino,Vice-President ,`O 54 Main Road P.O..Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee �O Telephone(631) 765-1892 Charles J.Sanders,Trusteel�`,o(! Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOL.D TOWN CODE I (We) CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY The owners of record of property at: 41270 MAIN ROAD, ORIENT SCTM#: 1000-15-9-16 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described:for the entire dock area which is approximately 20,000sq ft.;to construct approximately 270'of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft.of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions, and replace the support structures;as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure.Any maintenance which involves more than 50%of the length of this structure requires approval of the Board of Trustees.We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. Notarized signature of owner o -record arlic Coµ,µ-ASSx0n txTN43cS `��SI �0a0 This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. TERMS AND CONDITIONS The Permittee Cross Sound Ferry Services. Inc. c/o Richard MacMurray,41270 Main Road, Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may,be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. 1 John M. Bredemeyer III,President �� SOTown Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Telephone(631) 765-1892 Charles J.Sanders,TrusteeC®UNTY��� Fax(631) 765-6641 e BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 21, 2015 Glenn D. Jarvis Milone & MacBroom, Inc. 99 Realty Drive Cheshire, CT 06410 RE: CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY 41270 MAIN ROAD, ORIENT SCTM# 1000-15-9-16 Dear Mr. Jarvis: The Board of Town Trustees took the following action during its regular meeting held on Wednesday; October 21, 2015 regarding the above matter: WHEREAS,'Milone & MacBroom, Inc. on behalf of CROSS SOUND FERRY SERVICES, INC.,.c/o RICHARD MacMURRAY applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated September 23, 2015, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 21, 2015, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, -WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY for the entire dock area which is approximately 20,OOOsq.ft.; to construct approximately 270' of new bulkhead along the shoreline in-front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft. of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions, and replace the support structures; and as depicted on the site plan prepared by Milone & MacBroom, dated September 4, 2015, and stamped approved on October 21, 2015. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Domino, Vice-President, Board of Trustees MJD/dd John M. Bredemeyer 111, President 4�OSUFFQj�-cO Town Hall Annex Michael J. Domino,Vice-President Gy 54375 Route 25,P.O. Box 1179 James F. King y Southold,NY 11971 Charles J. Sanders w -W Telephone(631)765-1892 Dave Bergen' ¢y��l . O� g Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO:. x055 S U UAi17 &-Ew, ai.';- /III Ld i� Please be advised that your application dated _W-1 2.3r 2-01 has been reviewed by this Board at the regular meeting of OC-7- c�14<-UL5- and your application,has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Silt Fence Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($5.0.00) Final Inspection Fee ($50.00) / Dock Fees ($3.00 per sq. ft.) 1� 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUT�A(�TION OF PERMIT F/EE�S:: E TOTAL FEES DUE: $zaOV BY: John M. Bredemeyer III, President Board of Trustees New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0372 Fax: (631)444-0360 Website: www.dec.nv.aov Joe Martens Commissioner October 4, 2011 E C E V i Cross Sound Ferry Services Inc. P.O. Box 33 ii New London, CT 06320-0033 OCT 1 9 2015 F Re: Permit No.: 1-4738-01027/00012 Southold Town r T Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621)we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Claire K.,Werner CKW/ls Environmental Analyst NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1.4738.01027 PERMIT — - -- - Under the Environmental Conservation Law (E CL) — — Permittee and Facility Information Permit Issued To: Facility: CROSS SOUND FERRY SERVICES INC CROSS SOUND FERRY SERVICES FACILITY PO BOX 33 MAIN ROAD NEW LONDON, CT 06320-0033 ORIENT, NY 11957 (860) 443-7394 �_3 1` Water Fee Billing Contact- SPDES: JOHN P WRONOWSKI 'I L CROSS SOUND FERRY SERVICES INC OCT 1 9 2015 '' PO BOX 33 4 NEW LONDON, CT 06320 � �SO0,�;�,v,�n � f e Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NYTM-E: 731.3 NYTM-N: 4559.6 Latitude: 41°09'17.1" Longitude: 72°14'36.4" Project Location: Main Road - Watercourse-Gardiners Bay Authorized Activity: Maintenance dredge ferry landing site (approximately 240'by 500')to 15'below mean low water,resultant dredged material to be placed at an approved upland location. All work must be in accordance with the attached plans stamped NYSDEC approved on 10/3/11. (CKW) I- Permit authorizations �. Tidal Wetlands - Under Article 25 Permit ID 1-4738-01027/00012 New Permit Effective Date: 10/4/2011 Expiration Date: 10/3/2021 Water Quality Certification-Under Section 401 - Clean Fater Act Permit ID 1-4738-01027/00013 New Permit Effective Date: 10/4/2011 Expiration Date: 10/3/2021 Excavation &Fill in Navigable Waters-Under Article 15,Title 5 Permit ID 1-4738-01027/00014 New Permit Effective Date: 10/4/2011 Expiration Date: 10/3/2021 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' Facility DEC ID 1.4738-01027 By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: -� = -.. ... Date 1_0/S /_ Distribution List JOHN P WRONOWSKI Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMTFTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS a Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS 1. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DLC ID 1-4738-01027 2. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 3. State Not Liable for.Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. 4. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 5. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Chip Brisco (2 sheets) dated 5/6/11, stamped NYSDEC approved on 10/3/11. 6. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 7. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 8. Posting of NYSDEC Permit Sign The attached NYSDEC permit sign shall be posted, protected from the weather, in a conspicuous outdoor location at the project site. The sign is to be posted for the duration of work authorized by this permit. 9. Best Management Practices Best management practices will be employed to prevent the loss of construction materials, debris and sediment from entering the waterways. Such practices may include but are not Hinted to silt fencing, hay bales,floating booms and silt curtains. 10. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. Page 3 of 7 N14W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01027 11. No Side-casting or Temporary Storage Excavated sediment shall be placed directly into the approved disposal/dewatering site or conveyance vehicle. No side-casting (double dipping) or temporary storage.of dredged material is authorized. 12. Leave a Uniform Bottom Elevation All dredging shall be conducted so as to leave a uniform bottom elevation free of mounds or holes. 13. Restrict Spillage,Use Closed Bucket During the dredging operation, the permittee and his contractor shall prevent spillage of sediment during excavation and haulage. Dredging shall be accomplished with a clam shell or other closed bucket equipment. 14. Dredge Bucket Operations The bucket shall be lifted in a continuous motion through the water column and into the barge, disposal site or conveyance vehicle. 15. Dredge Bucket Operation The bucket shall be lowered to the level of the barge gunwales prior to release of the load. 16. Dredging Prohibition Period Dredging is specifically prohibited from January 15th through September 30th each year to protect spawning shellfish and/or finfish,including winter flounder. 17. Grade Channel Side Slopes All side slopes of the dredge channel will have a maximum of 1:3 slope. 18. Dragline Prohibited The use of a dragline for dredging or gravel removal is strictly prohibited. 19. Dredged Materials above AHW All material shall be placed at least fifty feet (50')landward of apparent high water. 20. Dredging Once'Per Year Dredging shall be undertaken no more than once in any calendar year unless specifically authorized by the department. 21. Dredged Depth Survey Within 30 days of completion of-each dredging operation, as as-dredged depth survey of the dredged area shall be submitted to: Regional Habitat-TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK 50 CIRCLE RD STONY BROOK,NY 11790-3409 Attn: Compliance 22. Notice of Maintenance Dredging For maintenance dredging projects, the permittee shall submit a Notice of Commencement prior to each dredging occurrence, specifying the disposal site (including an updated site plan). Upon completion, a Notice of Completion shall be submitted to the address indicated on that notice form, including the amount of material dredged and deposited at the approved disposal site. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01027 WATER QUALITY CERTIFICATION SPECIFIC CONDITTIONS 1. Water Quality Certification The NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department ` of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation &;Fill in Navigable Waters,Tidal Wetlands, Water Quality Certification. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01027 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF ®TITER PERMITTEE OBLIGATIONS Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees'to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Page 6 of 7 NEW YORK STATE]DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01027 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible f4 obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit, Item I): No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the-impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the pen-nit. Page 7 of 7 :V John Bredemeyer, President �osuU914.c Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 James F. King ti P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Dave Bergen 01 ,� �a Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: j l / Milone & MacBroom, Inc. on behalf of CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY requests a Wetland Permit and a Coastal Erosion Permit for the entire dock area which is approximately 20,000sq.ft.; to construct approximately 270' of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft. of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions, and replace the support structures. Located: 41270 Main Road, Orient. SCTM# 1000-15-9- 16 Type of area to be impacted: u/8altwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland o Part of Town Code proposed work falls under: Chapt.275 '--C apt. 111 other Type of Application: r/ Wetland 6/Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: C'/al e/4— /?&X k l-rS9 Modifications: Conditions: � ctv —� � ;h ►��qr� Present Were: VJ. Bredemeyer �M. Domino (,�JKing D. Bergen C. Sanders Bay Constable Other, Form filled out in the field by Mailed/Faxed to: Date: D IV C TOWN OF SOUTHOLD BOARD OF TOWN TRUSTEES WETLAND-COASTAL EROSION APPLICATION CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT ORIENT, NEW YORK _ Irk , kti� lu ! MMI #1881-07 4,4 September 4, 2015 SEP 2 3 2015 r4 Jl,:i iiiV I {ti'�I� 1, ,44 AO ya I _v Prepared for: Cross Sound Ferry Services, Inc. 2 Ferry Street, PO Box 33 New London, Connecticut 06320 Prepared by: MILONE&MACBROOM, INC. 99 Realty Drive Cheshire, Connecticut 06410 (203) 271-1773 www.miloneandmacbroom.com Copyright 2015 Milone & MacBroom, Inc. ���MILONE&MACBROOM® TABLE OF CONTENTS SECTION I-APPLICATION SECTION 2-PROJECT NARRATIVE SECTION 3-ATTACHMENTS 1 A. SHORT ENVIRONMENTAL ASSESSMENT FORM-PART I tr B. LWRP CONSISTENCY ASSESSMENT FORM 1-C_ SURVEY OF PROPERTY D. PROJECT PLANS E. PHOTOLOG ���MILONE&MACBROOM' New, York-.State `Department of ,Environmental Conservation Division of Environmental Permits Building 40 -,-SUNY, Stony Brook; NY '1'1790-2356 Telephone (6311-444-0372 ;Facsimile (631).444;.66'Q Denise,M. Sheehan May, 17, 2006 SEP 2 3 2015 Scut^old Tos�n :Cross Sound Ferry'Seryices Inc. Attn. Chip,Briscoe a 2Eerxy:Street, P:O, Box-33a� >' ,NNew London, CT 06320 v ! 0 f RE: 1-4738-01027/0.0009.1 'Dear Permittee: In;conformance with the requirements ofthe,State_Uniformfrocedures Act4(Articie 70 'ECL lementin p gg and its,im regulations (- 6NYCRR Part 621) we-are enclosing your, .. -. permit, Please read all conditions .carefully, If-you are unable ",to c,oniply with.any, conditloh,s, please contact us at-the above address. ' Also,enclosed is a permit sign which is to.be conspicuously posted atthp:prgject site. and`protected from the weather: Sincerely; Claire K. Werner Environmental Analyst CKW/ls Enclosure' NEV tK STATE DEPARTMENT OF ENVIRONMENT/ NSERVATION DEC PERMIT NUMBER ® EFFECTIVE'DATE 1-4738-01627/00009 oboe May 17,2006 FACILITY/PROGRAM'NUMBER(S) PERMIT' c p p EXPIRATION DATES) Under thell�-Ennvvifroonniental May 17,2011 Conservation Law TYPE OF PERMIT.®New ❑-Renewal❑Modification■Permit to Constrict ❑,Permit to Operate ■ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES '0 Article,27,Title 9; 6NYCRR 373: _ Hazardous Waste Management `❑,Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article'34:.Coastal Erosion ❑ Article 15;.Title'I5:'Water.Transport ❑ Article 23, ,Title 27:Mined Land Management Reclamation ❑ Article'15,,Title 15: Long Island Wells ❑ Article,36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15;Title 27: Wild,Scenic and ❑ Articles 1,3, 17,,19, 27,3.7;6NYCRR Recreational Rivers IN Article 25:Tidal-Wetlands 380:Radiation Control p1,,6NYCRR 608::Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Cross Sound!rF6rry SeNices Inc. Aftn.:-Chip Briscoe (860);443-7394 ADDRESS OFPERMITTEE 2,Fer. :Street, P:O.'Box.33,.New London,'CT 06320 CONTACT PERSON-FOR,PERMITrED'WORK TELEPHONE,NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Cross,Sound Ferry Services facili ,.Main Road, Orient COUNTY TOWN WATERCOURSE NYTM;COORDINATES Suffolk Southold Gardiners Ba 'DESCRIPTION•OF•AUTHORIZED ACTIVITY: Reconstruct:242'of bulkhead'within 18"of existing bulkhead and place 51.6 cubic.yards dredge material,behind bulkhead'as backfill. All work must be done in accordance with the attached•plans prepared by Chip,Briscoe, stamped'NYSDEC approved on 5/16/06. By.acceptance of this permit, the--permittee agrees that the permit is contingent upon,strict compliance with the ECL, all applicable regulations, the General Conditions specified(see page 2&3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Mark Carrara CKVV Region 1 Headuarters, Bldg #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 May 17,'2006 Jessica Pica }a 4 IL m From: Street,Jennifer(DOS) <Jennifer.Street@dos.ny.gov> Sent: Friday, February 13, 2015 2:36 PM I ' To: Jessica Pica r SEP 2 3 2015 Subject: RE: DOS Consistency Review Question Southold Tc:vit ' _., 1Tuarj of Tr sf es Hi Jessica, The federal consistency assessment form (FCAF), with an analysis of applicable LWRP policies should be submitted along with a copy of the joint application, detailed scaled drawings, photos of the'site, and any other information that was provided to the Corps of Engineers. The Town of Southold LWRP document and policies can be found at: http://www.dos.nv.gov/opd/programs/WFRevitalization/LWRP status.html If you have this all electronically,you can submit to us at: CR@dos.ny.gov. Please feel free to contact me if you have any other questions or concerns. JENNIFER L.STREET COASTAL RESOURCES SPECIALIST NYS COASTAL MANAGEMENT PROGRAM NEW YORK STATE DEPARTMENT OF STATE 99 WASHINGTON AVE. ONE COMMERCE PLAZA,SUITE 1010 ALBANY, NY 12231 Efi6` 518.474.1737' From:Jessica Pica [mailto:iessicap@miloneandmacbroom.com] Sent: Friday, February 13, 2015 1:23 PM To:Street,Jennifer(DOS) Subject: DOS Consistency Review Question Dear Jennifer Street, I was referred to you to discuss the DOS consistency review. I left you a voicemail around 1pm. I am contacting you regarding the DOS consistency review of a bulkhead repair project at Orient Point for Cross Sound Ferry Services. Approximately 270 feet of new bulkhead would be installed paralleling the existing bulkhead. The site is located within a local waterfront revitalization program(LWRP)community. Proposed activities will involve a slight increase to the existing footprint. It was suggested by USACE that Nationwide Permit#3 Maintenance would be required for this particular project. It seems that a coastal consistency review will be required. Is anything required before I submit the Federal Consistency Assessment form with the joint application or is that the only requirement? Thanks for your time, Jessica Jessica E. Pica,M.S.,E.I.T.: Water Resources-Engineer ,t MILONE&M ACBRO0M 99 Realty Drive,Cheshire,Connecticut 06410 .203-271-1773 Ext.255/203-439-2307(Fax) www.miloneandmacbroom.com Please consider the environment before printing this e-mail. 2 NEW Yi ;TATE DEPARTMENT OF ENVIRONMENTAL CONSERVE SPECIAL CONDITIONS 1. Any debris or excess material from constructionof this-project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitte'd•in tidal wetlands or protected buffer areas. 2. There shall be'no.disturbance to vegetated tidal wetlands or protected buffer areas as a result,-of the permitted, activities. 3. The storage-of construction,equipment and materials shall be confined within,the project work area and/or upland meas greater,than 100 linear feet from the tidal wetland boundary. 4. All disturbed-areas where soil,will be'temporarily exposed or stockpiled,for longer-than 48•hours shall be contained by,q continuous line of staked haybales/silt curtains,(or other NYSDEC approved devices)placed on the seaward side between'tfie fill:and'the wetland or.protected'buffer area. T,arp's are authorized to supplement these approved'methods. 5. ,AIH fill,shall consist of"clean"sand, gravel or soil,(not`asphalt, slag, flyash, broken concrete or d•emolition,debris). ,f3; No-excavation`of the,beach'is authorized for the purpose of obtaining _fill or stone material. 7. All,peripheral,berms, -cofferdams,.rock revetments, seawalls; gabions, bulkheads or other-approved shoreline_ .stabilization-str,'uctures shall,be completed,prior to-placement of any fill material behind such structures. 8. Equipment operation below(seaward) of apparent high water is strictly prohibited. 9: The-new bulkhead shall be constructed within a maximum of 18"seaward of the existing strdcture;rneasured•from the seaward-face of the_existing sheathing to the outermost seaward face of the new sheathing'(as shown,on the approved cross=section): 10:- There shall beano•discharge of runoff•or other effluent over or through any bulkhead or shoreline stabilization structure or into tidal,wetland or protected buffer area. C*I' ` SEP 2 3 2015 ;4 SGJtiiUl�i la:dil seas DEC PERMIT NUMBER PAGE 2 of 4 6_ 1-47,38-01027/00009 --V YORK STATEDEPARTMENT OF ENVIRONMENTAL C^" RVATION ADDITIO1 AL-GENERAL NDITIONS FOR ARTICLES 15(TITLE 51- _26,34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future-operations by the State of New York,require ad alteration in the position of the'structure or,work,herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall,.cause unreasonable .obstruction to the free navigation of said waters of flood flows or endanger the health,'safety or welfareof the people of the-State; or cause loss or destruction of.the'natural resources of,the State,,the owner may,be ordered.by'the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to—the;State,and if, upon the expiration or revocation-of this.permt„the.structure, fill,-excavation; or other-modification of the wMercourse'liereby authorized shall not,be`completed,4he'owners, "shall;without expense,to,ihe State, and'fo such,extent and,in such time and manner as.the Department of Environmental Conservation may require,remove, all or~any,,portion of the uncompleted.structure orfill and-restore to'its former condition the navigable-and flood capacity' of the watercourse. No claim shall be made against•the State of'NewYork on account of any such removal -or, alteration. 2-. The,State of New York shall in no case'be liable for any damage or injury to,the structure or work herein authorized which may be-caused by or result;from ,future operations undertaken by the.,State ,for-the-conservation,or improvement_of navigation,or for other purposes,and,no-claim or right to compensation'shall accrue`fr,om any such damage. 3. All necessary precautions shall be taken tb preclude contamination of any wetland orwate_ rway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings, paints, concrete, leachate or a'riy other_ en`vironmeritafly deleterious materials associated with.the,project. 4., Any material dredged in the conduct of,the work herein permitted shall be removed evenly, without leaving large refuse,piles, ridges,across the bed;of a waterway. o`r floodplain or deep holes-that may have a tendency,to cause damage to,navigable channels or to the banks,of a,waterway; 5. There shall be no,unreas6hable.interference with navigation'by the work herein authorized: 6: If upon the expiration or revocation of this permit,,the,project;hereby authorized has not been completed, the applicant shall, without expense to the State, and to,such'extent and in such time-and m6hrier'as the Department of,Environmentabbonservation may require,remove all bt any portion of the uncompleted structure orfill and restore the site to its former condition.. Ao claim-shall be made against the State of New'York on account of any such removal or alteration. 7 �If granEed under 6NYCRR'P-art 61081-he NYS-Department of'Environmental Conservation hereby'certifiesJhat the subject project will notcontravene- effluent limitations or other limitations or standards urider.Sections 301,302,303, 306 and;307 of,the Clean Water Act of 1977,(PL 957217) provided that all of-.the conditions fisted'herein-are met. 8. At least 48'hours prior to commencement of the project, the,permittee and contractor shall sign and return the'top ;portion of the enclosed'notification form certifying that'they are fully aware Of and understand-all teems and' cohdiiions,of this permit.'Within 30 days of completion of.project,the bottom portion of'the form must also be signed-and returned, along with photographs of the completed work and, if required, a survey,. 9. Ali activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or,his agent•as part of the permit application. Such approved,plans were prepared by Chip Briscoe, stamped NYSDEC approved on 5/16/06. DEC PERMIT NUMBER PAGE 3 of 4 1-4738-01027/00009 NEW Y-" -TATEAEPARTMENT OF ENVIRONMENTAL CONSERVL"" 'NO-TIP BION OF OTHER PERMITTEE-OBLIGA13 item A: Permittee Accepts LegalResponsibility and Agrees to Indemnification1 The permittee, excepting,state or federal agencies;expressly-agrees to'indeninify and hold harmless4he Department of Environmental,Conservation of the State of.NewYork,its,representatives,employees,acid agents("DEC")',forall'claims; suits;actions,,and damages;to the extent attributable t6the permittee's acts or,omissions in cgnnection with the•permittee's undertaking of activities'in connection with,oroperation.and maintenance of;the facilty,orfacilities autfiorized,by.the,permit,: wheth6f-in;complianoie,or.not•in compliance,with'the,terms and conditions of the,permit. This indemnification does not .extend to'any;claims,,,suits, actions, or damages,to ttie extent attdbutable'to DEC's own negligent or,intentionalacts,or omissions,,or,to'anyclaitris;.suits;or'actions;naming the DEC and.arising under:article 78'of the New York Civil Practice Lawsand'Rialespr,any,citizen suitor civil.ng,h-ts provision!undeifederal,or state laws. Item.13: PdrM!Uee!s,Coiitractois to Comply With,Permit, The, permittee is.,responsitiie:for informing,"its ,independent contractors, employees, ,agents .and assigns'�bf their responsibility io,comply ith;th'is permit, including all special conditions while acting.as the-permittee.'s_agent.with.respect to,the,pe fpitted'activities,'and such persons shall be subject to.the same s_anctions,fo_r violations.of Ahe,Environrimental Conservation Law•as those prescribed for the permittee. ;Item C: Permittee Responsible for Obtairiffig Other Required Permits 'The�perin ttee.is.responsible for obtaining any othehpermits,-approvals, lands,,easements and.rights_-of=waythat may be required tb,carry,'out tfie:activities that,are authorized by this permit. lfem D;' No.Rigtrt to Trespass'or Interfere vgith.Riparian Rights This Perm it,does not convey,to,the,Pert ittee,any,rigfit,to trespass upon'the Ian _or,interfere with,the•riparian;n b s,of others in'order,to'perform the-permitted'wofk not does it authbrize'the impairmen f any rights•,_title;_or.tnterest,in.r •I'or ;.personal property'held or vested i'n'a person not party to the permit. GENERAL CONDITIONS SEP 2 3 2015 General Condition,1: Facility`Inspection by the Department } i Thp;permitted site orfacility, including relevant records, is subject to inspectionL, epartmbn asoraabl 'Hours and itatervals b an t;,,,,,, authorized';representatiV6 of,th6"Department of.Environmental Conservation.'(Wet)Nto}det rr4isne whethe' the, perniittee:is complying with this permit'and the ECL.:Such representative Ivey orde work strspentfei pufsu_ CL 71-0301 'a'6d'SAPk401;(3): The permittee shall'provide a person to a_ccompany.the Department's representative dueing'anLirispection'to fhe permit area when requested by the'Department •A copy of ft`q incl uding'ail'referenced,Maps;.drawings;and.special,conditions, must:bb,available'for inspection by.the-Department•at all times' tfie,project site-or facility.'Failure to produce a copy of the pe�rn t upon request by a D'epartirientre}piesentative_is a violation of this permit. = GenerM'C'onditioh 2: Relationship of this-Permit to Other Department Orders and,Determinations, Unless expressly provided'for'by,the Department,:issuance of•this;permitdoes not,fnbdify„supersede:or rescind;any order or-determination previously issued by the'Departrtient or any of the terms, contlitions'gr regpi�ements.contained�in such,orderor,determination. General,Coridition,3:' Applications for,Peimit RedeWdls;or Modifications The,permittee,must submit a,sePar'ate written,application to the'Department for renewal;,modification-or transfer of•this permit,,Such'application must'include any forms or supplemental information-the Departrrlent'requires._Ahy?enewal, modification:or'transfer,granted tiy,th'e Department must'be in writing. The permittee must submit,a renewal application at least: a)' 180'days-before expiration of permits for State Pollutant Discharge Elimination System,(SPDES), Hazardous Waste_Management Facilities (HWMF), major Air Pollution Control (APC).and Solid Waste'Management Facilities'(SWMF); and b) 30 days before expiration of all other permit types. Submission of;applications for,permit renewal or modification are to be submitted to: NY•SDEC Regional Permit Administrator,'Region 1,'SUNY Bldg#40,`Stony Brook NY 11780-2.356 General Condi tiorifi4: Permit Modifications,Suspensions and Revocations by the Department The'Department reserves the right'to modify,suspend or revoke this permit in accordance with',6 NYC_ RR Part'621. The grounds for modification, suspension or'rev6cation1nclude: a) mate nally`false,or'inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the'scope of the project as described in the permit application; d) newly,discovered material information or a material change in environmental conditions,,relevant technology or applicable ,law or regulations,since the issuance of,the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the,Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER• PAGE 4 OF 4 1-4738-01027/00009' CROSS SOUND FERRY SF-RVI('- ING a o r :REFERENCE NO. DESCRIPTI_._ INVOICE'DATE 'INVOICE AMOU.'..- DISCOUNT TAKEN AMOUNT PAID PERMIT MODIFICATION 200.00 CHECK DATE CHECK NO. PAYEE DISCOUNTS TAKEN CHECK AMOUNT 2/10/11 56917 NYDEC $200.00 N.Y.S.DEPARTA'—_-rS OF ENVIRONMENTAL CONSERVATIQI—) ` NYSDEC-REGION 1 HEADQUARTERS SUNY @STONY BROOK150,CIRCLE RF 'STONY BROOK NY 11790 (631)444-0365 SAVE THE.TOP HALF OF THIS FORM FOR YOUR RECORDS AND RETURN'THR`E OTTOM `,IIALF WHEN'PROVIDING THE'INFORMATION REQUESTED ONIIIE ACCOMPANYING NOTICE OF INCOMPLETE APPLICATION. YOUR DOINGiSOWILL'-HELP US EXPEDITE YOUR PERMIT PROCESSING.-THANK YOU. ' DEC Contact: CLAIREK WERNER 3 Barelt In: 670319 Applicaiion ID:, 1-4738-01027/00009, SEP 2 3 2015 0wner 7D: 52556 `Date Re`cei'ved: 0,1131/2011 ° Date Incomplete: 02/02/,2011 8oatdaf Trustees i ApplicationTjpe:- MOD- Applicant Nmne: CROSS SOUND-FERRY SERVICES INC ;racility Naine: CROSS SOUND FERRY SERVICES FACD! Project Desc:• renewal-request PLEASE PROVIDE,RE QUESTED INFORMATION ON.:OR BEFORE: SAVE'TI lIS,FPART,! T- TETT lfTT • (fold#2)_ ® NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Mod DIVISION OF ENVIRONMENTAL PERMITS NYSDEC REGION]'HEADQUARTERS SUNY.@ STONYI3ROOK150 CIRCLE RD STONY BROOK NY 11790 ,CROSS SOUND FERRY SERVICES INC PO,I30X 33, 01NEW LONDON,CT 06320-0033 (fold I)--staple nese NOTICE OF RECEIPT OF APPLICATION The Division of Environmental Pet mits has received,the application refer e raced below. The mater ial submitted is beim reviewed by staff,and,you will be advised in writing i eqardi 10 the department's findings. Iii all future communications,please refer to the Application 11) 1111111[,cr. Application M; 1-4738-OJ027/00009 .Date Received- January 31,2011 Applicant: CROSS SOUND FERRY SERVICES It1TC Faraity: CROSS SOUND FERRY SERVICES PAC] Dvseription: renewal request DCC Contact: CLAIRE K N17ERNER NOTICE TO ALL DEC PERMIT APPLICANTS REGARDING NEW PERMIT APPLICATION FEES ,FOR. FRESHWATER AND TIDAL WETLANDS PERMITS` EFFECTIVE APRIL 1, 2009 Please,be advised that-the-NYS Legislature-passed le&latioii amending Section 70-01.17 ,.of,the.Environmentai�,Conservation,Law(Unifohn Procedures)-to require;application-fees ,for,certairiregulated-activities requiring a,,permit,from the D'ep'artment. Any applicatio_hs received on:or after April 1, 2009 will be,sufiject to the following fee sc e-fo- 4, r ` ? �- application, as applicable,before the Department can issue-a permit deci on. u v � � tm- Freshwater wetlands Perrtiits {ECL Article'24 SEP 2 3 2015 • Mi-noi,projects',(go to http:/Iwww.dec.ny.g_ov/_permits/6275_.html),$50 i Modifications toTermiis--$50 � ``�"" �L�fl ''•' � - 8--i ark of Tru4tees � ;Residential projects defined as as'sociated',with' ohe",single farm y ,dwel ng and customary appurtenainces-thereto $50 Multiple'family dwellings and'.customary appurtenarices'thereta • :Ofh _p rojects $200 TidalVetlands Permits (ECL Article.25) Minor project's,(go to http://www.dec.ny.gov/permits/6355.html)3200, 1v Modifications to,Permits $200 Other projects $900 -No"-cash,cir credit cards maybe used for,paynieiit:at this;',time,. Omy checks or money orders will be.accepted,-made payable to'the Ne_w York.State Depaitm-ent of Environmental Conservation (NYSI)EC).. The cancelled-check will be your receipt. Please_,file your payment with your-permit application. There are no provisions for partial or full refund-once,you file-an ;application.- .regardless pplication;.regardless of project changes-or permit decision. If you have any -questions.re'garding these requirements, please,contact the Environmental Permits Unit in any DEC regional office (go to hM2://www.dec.ny.aov/about/32381.html). Thank you.for. your cooperation. N.Y.S.DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE Rr- STONY BROOK NY 11790 (631)444-0365 SAVE-THE TOP HALF OF THIS FORM FOR YOUR RECORDS AND RETURN THE BOTTOM HALF WHEN PROVIDING THE INFORMATION REQUESTED ON TIS ACCOMPANYING NOTICE OF INCOMPLETE APPLICATION. YOUR.DOING SO WILL HELP US EXPEDITE YOUR PERM17PRbCESSING. THANK YOU. DEC•Contact. CLAIRE K WERNER Batch ID: 670319 Application ID- 1-4738-01027/00009 Tt Owner iD' .52556 -Date Receiver!: 01/31/2011 Date Incomplete: 02/02/2011 Application Type: MOD Applicant Name: CROSS SOUND.FERRY SERVICES'INC Facility Name: CROSS SOUND FERRY SERVICES'FACII' Prbjeci De.w. renewal request PLEASE PROVIDE REQUESTED INFORMATION ON OR BEFORE: SAVE THIS PART ! DETACII N:Y.S.DEPARTMENT OF ENVIRONMENTAL CONSERVATION NYSDECREGION I HEADQUARTERS DEC Contact CLAIRE K WERNER Batch Id- 670319 Application Id: 1-4738-01027/00009 Owner ld• 52556 .Dare Received. 01/31/2011 Date Incomplete: 02/02/2011 Application Type: MOD Applicant Name CROSS SOUND FERRY SERVICES INC Facility name. CROSS SOUND FERRY SERVICES FACILITY Project Dese• renewal request Information Due On Or Before: PLEASE ATTACH THIS HALF SO IT IS DISPLAYED PROMINENTLY ON YOUR RESUBMISSION RETURN THIS PART ! RETURN THIS HALF OF THIS FORM WHEN PROVIDING THE INFORMATION REQUESTED ON THE ACCOMPANYING NOTICE OF INCOMPLETE APPLICATION. I CLE, �t C;1e titer • •s i� !i i� • 's SEP 2 3 2015 $f;u. ,,.,d Trown (fold 02)- _ a ' f7r e NEW YORK-STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION•OF;ENVIRONMENTAL PERMITS 'NYSDEC REGION.I.HEAD,QUARTERS SUNY 6 STONY pROOKJ50 CIRCLE RD STONY BROOK-NY H-790 ,CRbss SOUND FERRY SERVICES INC MB OX 33 NEW LONDON,CT•06320=0033 (fuld$i)--Stapte 11eie NOTICE OF RECEIPT OF APPLICATION The Divisidwof Dnvupnmentzil'Permits has reeeived.the application refeicnced below. The material submitted is lieirig-reviewed by staffand you will-be,advised'in writina,rcgardi ig the department's findings: In all future coinmiinications,please refer to the Application Ill 6uml cr. Application!D: 1-4735-01027/00009 Dare Received. Jangary 31,2011 Applicant: CROSS SOUND FERRY SERVICES-INC Facility: CROSS SOUNDFERRY SERVICES FACT Description: renewal request .Dl,C Contact: CLAIRE K WERNER New York .State Department of Environmental Conservation Division of Environmental Permits Building 40,= SUNY, Stony Brook, NY 11790-2356 Telephone (631) 444-0372 Facsimile (631) 444-0360 taboo Denise M. Sheehan Commissioner May 17, 2006 Cross Sound Ferry Services Inc. --Attn.: Chip-Briscoe 2 Ferry Street,P:0. Rox 33 New'London, CT 06320 RE: 1-473&01027/00009 Dear Permittee: In,conformance with the requirements of the State Uniform Procedures,Act,(Article, 70; ECL) .and, its implementing regulations (6NYCRR, Part 621) we,are enclosing your permit. Please read all conditions carefully. If you are unable to comply, with any conditions, please contact,us,at the above,address. Also-enclosed is a permit sign which is to be conspicuously posted at-the project site and protected from the weather. Sincerely, Claire'K. Werner Environmental Analyst CKW/ls Enclosure New York State Department of'Environmental'Conservation Notice of Incoinpiete Application - This is NOT a PekniftNow .Application ID: 1-4738-01"027'/00009 Batch Number: 67019 Facility,:, 'CROSS SOUND FERRY SERVICES FACILITY - MAROAD ` '-°' ORIENT,'NY 11957 �it • li e` Applicant:'�CROSS.SOUND�FERRY SERVICES INC Owner ID 52656 SEP 2 3 2015 PO•BOX 33 ; NEW LONDON; CT 06320-0033 So�u��;l lean P.ertriilW Applied for: 1 =Section 401 -'Clean Water Act Water Quality Certification 1 -Article 25'.Tidal Wetland's. I -Article 15 Title 5 Excavation'&Fill in Navigable Waters Project Location:in SFOUTHOLD in'SUFFOLK COUNTY Your application for Perm -is incomplete. The following,'items are required: 1: You'must,submit.the,required $-200 application'fee,for this modification request,. Please suiiriiitrequested information by , No further action can be taken until-all of these materials are received. "Contact Person: signaturci CLAIRE K WERNER 'NYSDEC Date: February 02;-2011, SUNY @,STONY BROOK150 CIRCLE.RD STONYTROOK' NY 11790 Telephone Nutnber: (631)444-6372 New York"State'Department of Environmental Conservation Division of Environmental Permits- Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409, Phone: (631)'444-'0365 - Fax: (631)444-0360 Website:�W' W'mdec.ny.Qov February 17, 2011 PERMIT RENEWAL Cross Sound Ferry Services, Inc. r Attn.: Chip, Briscoe 2 Ferry,Street, PO Box 33 New London; CT 06320 Re: Permit # 1-4738-01'027/00009 Dear Permittee` The Department of Environmental Conservation (DEC) is in receipt of your request to renew or extend the above referenced permit and the .request has been reviewed pursuant to-the'Uniform Procedures Regulations (6NYCRR Part 621). In order to continue to,conduct authorizedactivities the,permit is hereby extended to May 16, 2016,- Be advised, no further.extensions of this permit shall�be granted as the maximum permit'teem has been reached: This letter is a modification to the original permit and must.be available,at the permittedsite,whenever authorized work is in progress. All other terrrms and conditions remain as written in the original,permit. incerely, - Joh fVllielnd / Per it Admrnistrator t _ cc: BOH-TW File r 4 New York State Department of Environmental Conservation _Division of Environmental Permits; Region One SUNY @ Stony-Brook, 50 Circle.Road, Stony Brook; NY 11790-3409_ Phone: (631) 444-0365 o Fax: (631)444-0360 Website: www.dec.ny-go,v February 17;2011 , PERMIT RENEWAL Cross Sound Ferry Services, Inc. ^ 3 Attri.: Chi Briscoe i Chip SEP 232015 2 Ferry Street, PO Box 33 New London, CT 06320 Gat+"Will Ev:V1 , Re: , Permit#14738-01027/0'0009 Dear Permittee: The Department of Environmental Conservation (DEC) is in receipt-,of your request to renew or extend the-above referenced-permit and the request has been reviewed pursuant to the Uniform Procedures Regulations (6NYCRR Part 621). In order to-continue to conduct authorized.activities the permit is hereby extended to May 16, 2016: Be advised, no further extensions-of this permit,shall be granted as the maximum permit term has been reached. This letter is a modification to the original permit and must be available at the permitted -site whenever authorized work is in progress. All other terms and conditions remain as written in-the original permit., ince ely, Joh - iiel nd Per it Adm- istrator cc: BOH-TW File NEW-, _ IK STATE DEPARTMENT OF ENVIRONMENTA`- -NSERVATION DEC PERMIT NUMBER ® EFFECTIVE DATE 1-4738-'01027/00009 May 17,'2006 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental May 17,-2011 Conservation Law TYPE OF PERMITS New ❑Renewal 0-Modification■Permit to Construct ❑Permit to Operate ■ Article 15,Title 5: Protection of Waters ❑ Article_ 17,Titles 7,8:SPDES ❑ Article 27,Title-9; 6NYCRR 373: Hazardous Waste Management 0 Article 15,Title 15:_Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27:-Wild,Scenic and ❑ Articles 1, 3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380:'Radiation Control ■ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion _ Solid Waste Management PERMIT ISS(JED,TO TELEPHONE,NUMBER Cross Sound Fe[ -Services-Inc. Attn.: Chip Briscoe (860)443-7394 ADDRESS OF PERMITTEE ,2 Ferry Street; P-0'-Box 33,,New.London, CT 06320 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Cross Sound Ferry-Services cility,,Main Road, Orient COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Gardiners Ba DESCRIPTION OF AUTHORIZED ACTIVITY: Reconstruct 242'of bulkhead within 18"of existing bulkhead and,place 51.6 cubic yards dredge material behind bulkhead,as backfill. All work must be done in accordance with.the attached plans prepared by.Chip Briscoe, stamped NYSDEC approved on 5/16/06. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 &3)and any Special Conditions included as part of, this permit. - PERMIT ADMINISTRATOR: ADDRESS Mark Carrara CKW Region 1 Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE / Page 1 of 4 tee May 17, 2006 NEW Y TATE DEPARTMENT OF ENVIRONMENTAL CONSERV) SPECIAL CONDITIONS 1. Any debris or excess-material from construction of this project shall be completely removed from the adjacent area and removed to an'approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer-areas. ,2. There shall be no disturbance to vegetated tidal'wetlands or protected-buffer areas as a'result of the permitted activities. 3. The storage of construction equipment and materials shall be confined within the project work area and/or upland areas,greater than 100 linear feet from the tidal wetland boundary,. 4. All disturbed areas-where soil will be temporarily,exposed or stockpiled for'longer than'48'hours shall be contained by a continuous linedfhaybale's/silt curtains(or other NYSDEC approved-devices);placed,on,the-seaward side between the fill and the wetland or protected buffer area: Tarps are authorized to'supplemehi these approved;methods. .5. ,All fill shall consist of"clean",sand,,,gravel or'soil(not asphalt,slag, flyash, broken,concrete or demolition debris). 6. No excavation of the beach is authorized for the,purpose of obtaining fill or stone material. 7: All;peripheral berms, cofferdams, rock revetments, seawalls, gabions, bulkheads or other`approved shoreline stabilization,structures shall be completed;prior to placement of any,fill material behind'such structures. '8. Equipment operation below(seaward)of apparent high water is strictly prohibited. 9. The new"bulkhead shall be constructed within a.maximum of 18"seaward of thb�existing'structure;,measured•from the seaward face.of the existing sheathing to the outermost seaward face of the.,new.sheathing (as shown on'the approved'cross-section). 10.. There shall be no discharge.of'runoff or-other effluent over or-through any, bulkhead or shoreline,,stabilization structure,Or,into-tidal wetland or protected,buffer area. 311) SEP 2 3 2015 i _ j �SqC,;L"�uiu 1.3wil „_m_� 13oarti ofi Trustees 0 DEC PERMIT NUMBER PAGE 2 of 4 1-4738-01027/00009 V YORK STATE DEPARTMENTOF ENVIRONMENTAL C OVATION ,'ADDITIONAL GENERAL__ADITIONS FOR ARTICLES 15'(TITLE 5); 25,34 AND 6NYCRR ll?ART'608 (TIDAL WETLANDS) �i 1'. ,If future-operations by the State of New York require an alteration in the position lof the.structure or work,herein authorized,;or if' in the opinion of the Department of,Environmental Conservation it shall.cause unreasonable ' obstruction to the free navigation of said waters or flood flows'or endanger the healttr,,safety or welfare of.the,people of the-State, or,cause;loss or-destruction of the natural resources of the'State, the-owner rriay'be ordered by the D•epartmerit to remove or alter the structural work,obstructions,o_r hazards caused thereby without expense to the State,and.if, upon the expiration or revocation of this'�permit,the structure,fill,,excavation,or other modification,of 4, the watercourse hereby authorized shall not be completed,the owners;shall;without:expens'e,to the State,,and 10such extent andin such,time and manner as the Departmentof Environmental Conservation may-require�.remove all3or,any.,poition of the uncompleted structure or'fl[and restore4o its'.former.condition'the,,riaviga '(and flood capacity.'of•the'watercourse. No claim shall be made,against the State of New�York on accountof any such removal ' or alteration. �I 2: The State•of New York shall in no case be,liable for anydamage or injury to the structure or-work herein'authorized which;may be caused'-by or result,from 'future operations undertaken by,the State for the,,conservation or :improvement of navigation;or for other purposes,and no claim or,right to compen`satioh.shall�accrue-from'any such damage. ' 3: All necessary'precautions shall be taken to preclude contamination of arrywetland orwaterway by suspended solids; sediments,-fuels,,,solvents, lubricants,.epoxy coatings, paint's, concrete; leachate_or any other'environmentally deleterious,materials associated with the project, ,4. Any,material dredged'in the conduct ofthe work.herein permitted.shall-be removed evenly; withod]eaving]arge refuse'„piles,.ridges across the bed of a waterway or floodplain or deep holes tkat"ma” have a,tend_ency'to cause damage to,navigable channels•orto the banks ofa waterway: 5_ `There"shall be no unreasonable interference with navigation by.the work herein authorized. 6. If upon"the expirati6wor revocation of this permit; the project hereby authorized`'has,66t'been•completed, the, applicant'shall,-without expense to the State, and to such extent and'in such"time and manner as,the Department of Environmental Conservation may require,Iremove all or any portion'ofthe unco"mple,ted structure or fill and restore the'sil:616 it's former condition. iN6 claim shall.be,made against the State of,New'York on,account of-any;such retrieval:or alteration. 7. If•6r9nted-under6NYCRR Part 608,-the NYS Department of:Environmental Conservation hereby certifes.thafthe subject projectwill not contravene effluent limitations or.other limitations or'standards under'Sections 301302„303, 306 and`307'of tl e.Clean Water.Act of'1977'(PL 95-217) provided that all,of the conditions'listed hereirfare met. 8., At least 48 hours,prior,to commencement;of the project, the permittee and contfactor shall,sign,and return the top portion of"the,enclosed•notification-form certifying that they are fully-aware•ofd� an -understand all'terIms,and conditioris,of this permit. Within 30 days of completion of,project, the bottom portion of the form m_ ust also be signed and'return'ed;,along with photographs of the completed work and, if required, a-survey, 9: Ali'activities,authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent.as part,of the permit application. Such approved plans were prepared by Chip Briscoe, stamped NYSDEC approved on;5/16/06: d DEC PERMIT NUMBER PAGE 3 ofA 14738-01027/00009 NEW Y( rATE DEPARTMENT OFENVIRONMENTAL CONSERVA ' NOTIFC_,_MON OF OTHER PERMITTEE-OBLIGAT____ 1 Item A: Permittee.Accepts Legal Responsibility„and Al lees to Indemnification Tfie permittee,-excepting state,orfederal agencies, expressly agrees'to indemnify.and hold harmless theDepartment, of Environ mentafConse-Nation of the,State of New York,its representatiVes,employees,.and,agerits("DEC"),for all claims; suits,actions;and damage"s,to the exterifattdbutable to the permittee's acts o_r omissions'in'con nectio'n with•the'p'ermitfee's undertaking of activi bs,in connection•With,or operation and maintenance-of,the facility or facilities authorized by the-permit wheth'er'in compliance'or not in.compliance With.the'terms and conditions of the permit. 'This indemnification does-not 1 extend,to any claims,!suits, actions;or damages to,the extent attributable to DEC's own negligent,or,intenfional,acts or omissions,;be,to''any.claims,­suits,-be,actions na"ming the DEC'and arising;under article 7-8"of the New York:C_ivil Practic'e'., Laws and'kuies'or any citizen suit or civil rights provision under federal or state laws. 'Item B:; rPermit de'%s ontractors to Comply with Permit' The- peFrriittee is responsible-for,informing_it-sJ independent,contractors, employees, agents,and;:assigns of-,.their :responsibility-to,comply:viiith'.this,peithit, including all,special conditions"wh`ile,acting as_the permittee's agentwith�respect to'theipermitted activities;and such persons shall'be,subject,to the-same•sanctions for violations of the'Envifdnmental j-Conservation Law as',those'prescribed'for thepermittee. Item-C:, Perm ittee�Resporisible.for O,bWhi,fig,Other,Required Permits The permittee,is responsi6le'!for obtaining ,any other'permits;approvals,•ands, easements,and rig hts-of=Way;that may ;bb required-to',a#y out.the actidities*that,are authorized:by this permit: Item;D: No;Rigfit'to'Trespass or;Interfere With lRiparian Rights• This,permit does;not coli e "to4he,permitte6zny.right-to,trespass upon the l or;inte figr upith the riga ' 'hts of others in-order to perform the permitted'work nor does it authorise the impairm_ of.any rigtsLtitle;or inirerest irij al,or Per.s`onal roPerh�h. eld"orrvested,in a etson,nota party,to he. .Permit. t 'GENERAL-CONDITIONS L . SEP 2 3 2015 Geneial Condition 1: Facility Inspection by the Qepartment 4 The,petmitted site o�faciliV includin,g�relevant;records,;is subject to inspectio ,at-reasonable hours,andlihtervai§by on authorized're`presentative of tfie Department of Environmental Conservation'ff ,Departrr 6t#)'jtdldetdtinine:wheth ,r the pefmittee is complying with this,permit,and`-the'ECL.Succi representative may or_`r-the. ion t `en gid, ECL 7.1-0301.arid'8APA 40-i'(3). ThelPermittee shall,provide_a person'to accompany the Department's representative,during an nspection'to the,Permit. area alien requested`by'thb'Department. ,A'copy,of.tfiis permit,,:includin' ail`referenced maps,,drawings;and special conditions;,mrast be,available'foe inspection by,P#heiDepartment of all',times af�tlje proibcVsite.•or;facility. Failure to,'p' duce a copy th'e.permit.0Pon,re,quest by a D,epartment;representative;is,a violation-of-this pb'rmit. General,Conditi'on 2: Relationship-of"this'Permit to Other Department Orders and Determinations Unless'expfessly;p-r`ovitled;for by the Department, issuance of this permit.does,not modify„supersede or rescind,any corder or determinationpreviously issued by the Department or any-of the terms, conditions_'aor,requrrements contained in such order ot.determination. General Condition 3r Applications for Permit Renewals.or Modifications Tile-permittee-must sub_mita separate written application.to,the Department for renewal,,mo.dification or-transfer of this permit: Such ap6iic6tfon' must,include-any', forms-or supplemental information the'”Department,requires:Any. renewal, r;hbdification,ortransfer granted by the Department must be in Writing., The permittee must submit'a,,renewal-application at'least: a), '180 days'before expiration of permits,for State Pollutant Discharge Elimination'System (SPDES); Hazardous Waste Management Facilities (HWMF), major Air Pollution' Control (AP(j) and Solid,'Waste Mana9ement •Facilities (S11ViV1F);.and b), 30 days before expiration of all other,permit types. Submission of application's for permit renewal-or modification are to be submitted to: V SDEC Regional PermitAdministrator,-Region 1, SUNY Bldg#40, Stony Brook NY'117,90-2356 General Condition 4: '''Permit Modifications,Suspensions and Revocations by the,Deoartrnent- The Department reserves thesight to modify,.suspend or revoke this permit in accordance with,6 NYCRR,Part 621, The grounds formodification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee'to comply with,any terms or conditions,of the permit; c) 'exceeding the scope of the project as described in the permit application; d) newly discovered-material information or a material change in environmental conditions,relevant technology or applicable law'or regulations'since the issuance of the existing permit; e) noncompliance'with,previously issued permit conditions,,orders of the commissioner,any provisions of the Environmental ,ConservatiomLaw or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-01027100009 I - N-.Y.S.DEPARTMENT OF ENVIRONMENTAL CONSERVATION NYSDEC REGION 1 HEADQUARTERS Am Admolb- 3UNY @ STONY BROOK150 CIRCLE RE STONY I3ROOK NY 11790 (631)444-0365 SAVE THE TOP HALF OF THIS FORM FOR YOUR RECORDS AND'RETURN THE BOTTOM HALF WHEN PROVIDING THE INFORMATION REQUESTED ON THE ACCOMPANYING NOTICE OF INCOMPLETE APPLICATION. YOUR DOING SO WILL HELP US EXPEDITE YOUR PERMIT PROCESSING. THANK'YOU. DEC Contart: CLAIRE K WERNER Batch ID: 670319 Application ID• 1-4738-01027/00009 Owner ID: 52556 Date Received: 01/31/2011 Date lnconplele: 02/02/2011 Application Type: MOD Applicant Name• CROSS SOUND FERRY SERVICES INC Facility,Name CROSS SOUND FERRY SERVICES FACD Project Derr: renewal request PLEASE PROVIDE REQUESTED INFORMATION ON OR BEFORE: SAVE THIS PART! DETACH r N.Y.S.DEPARTMENT OF ENVIRONMENTAL CONSERVATION NYSDEC REGION 1 HEADQUARTERS DEC Contact: CLAIRE K WERNER Batch Id: 670319 Application!d: 1-4738-01027/00009 Owner Id. 52556 Date Received: 01/31/2011 Date Incomplete: 02/02/2011 Application Type: -MOD Applicant Name: CROSS SOUND FERRY SERVICES INC Facility name. CROSS SOUND FERRY SERVICES FACILITY Project Desc• renewal request Information Due On OrBefotc: PLEASE ATTACH THIS HALF SO IT IS DISPLAYED PROMINENTLY ON YOUR RESUBMISSION RETURN THIS PART! RETURN THIS HALF OF THIS FORM WHEN PROVIDING THE INFORMATION REQUESTED ON THE ACCOMPANYING NOTICE OF INCOMPLETE APPLICATION. New York State Department of Environmental Conservation . Notice of Incomplete Application - This is'NOT a PermitNNW ' Application!D: 1-4738-01027/00009 Batch Number: 670319 Facility: CROSS SOUND FERRY SERVICES FACILITY ' MAIN ROAD ORIENT,NY 11957 - Applicant: CROSS SOUND FERRY SERVICES INC Owner ID: 52556 J PO BOX 33 SEP 2 3 2015 NEW•LONDON, CT 06320-0033 . c�,ji��fd lagan Yru�teeG.___ Pernut(s)Applied for: ,1-Section 401 -Clean Water Act Water Quality Certification w 1 -Article 25 Tidal Wetlands 1 -Article 15 Title 5,Excavation &Fill in Navigable'Waters Project Location: in SOUTHOLD in SUFFOLK COUNTY Your application for Permit is incomplete. The following items are required: 1. You must submit the required $ 200 application fee for this modification request. Please submit requested information by No further action can be taken until all of these materials are received. Contact Person: Signature: UX CLAIRE K WERNER NYSDEC Date: February 02,2011 SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 Telephone Number: (631)444-0372 (fold#2) 11� NEW YORK STATE DEPARTMENT OF,ENVIRONMENTALCONSERVATION DIVISION OF ENVIRONMENTAL PERMITS NYSDEC-REGION I HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK NY 11790 CROSS SOUND FERRY SERVICES INC PO BOX 33 NEW LONDON,CT 06320-0033 (fuid#i)--staple neic NOTICE OF RECEIPT OF APPLICXI'lON The Division of Environmental PCI mitS has received the application refei enced below. The material submitted is beim reviewed by staff,and you will be advised in Writing i cuardi g the department's findings. In all future communications, please refer to the Application 11) mural cr. Application ID: 1-4738-01027/00009 Dare Received: January 31,2011 Applicmu: CROSS SOUND FERRY SERVICES INC Facility: CROSS SOUND FERRY SERVICES FACI Dem-ription: renewal request DEC Contact: CLAIRE K WERNER rwav JO u-awr,07F LA-Z,11i pi -?!19 1,1 i rn --a,-I's a --Z p r:v-w .71�L"p4 -a-jdvwvz� -7:�q 91 LiMOYSr S-60' —Z rt,-.-,u 1 rA —M, Mau 1(44--:;e 'L4 ON -,r 7 ivryl -01.14 7d cn M c, .e, art 00 T5 — L-7 ly LL 51 A P Colo IL SNOLtiaN-00 GAV V2991 Uad SV ciq-AO11-dc1Vr A67 _ •sc r s New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 60 Circle Road, Stony Brook, NY 11790-3409 v Phone: (631)444.0372 Fax: (631)444-0360 Website:www.dec.ny.gov Joe Martens Commissioner October 7, 2014 Cross Island Ferry Services Inc. P.O: Box 33 New London, CT 06320-0033 Re: Permit No.: 1-4738-01027/00015 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Claire K. Werner Environmental Analyst CKW/Is • ill NEW'YORK STATE DEPARTME.,.1)F ENVIRONMENTAL CONSERVATICt Facility DEC ID 1-4738-01027 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: CROSS SOUND FERRY SERVICES INC CROSS SOUND FERRY SERVICES PO.BOX 33 MAIN RD NEW LONDON,CT 06320-0033 ORIENT,NY 11957 (860)443-7394 Faciiity,Application Contact: C - CHIP BRISCOE ----i ! P� CROSS SOUND FERRY SERVICES _ ,F 2 FERRY ST SEP 2 3 2015 ;' NEW LONDON,'CT•06320 (860)443-7394 S0;a1ho,d Towvn 1 9 arc f it s ees Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NY-TM-E: 731.3 NYTM-N: 4559,6 Latitude:'41°09'17.1" Longitude: 72'14'36.4" Project Location: Main Road - Watercourse- Gardiners Bay Authorized Activity: Install three temporary dolphin piling clusters(five center steel piles with 40 surrounding oak pilings) on the east side of docking facility in order to conduct routine maintenance on west side ramp structure, remove the piling clusters and relocate to west side of docking facility along with one additional piling cluster,in order to conduct.maintenance on east ramp structure then remove piling clusters. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 10/3/14. (CKW) ARNO-DEP Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-01027/60015 New Permit Effective Date: 10/7/2014 Expiration Date:4/1/2015 Water Quality Certification -Under Section 401 - Clean Water Act Permit ID 1-4738-01027/00016 New Permit Effectix ;Date: 10/7/2014 Expiration Date: 4/1/2015 Excavation & Fill in Navigable Watery-Under Article 15, Title 5 Permit ID 1-4738-01027/00017 New' Permit Effective Date: 10/7/2014 Expiration Date: 4/1/2015 Page 1 of 6 oboe NEW YORK STATE DEPAI ENT OF ENVIRONMENTAL CONS& ="ON Facility DEC ID 1-4738-01027 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:ROGER EVANS, Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK Y 11790-3409 Authorized Signature: Date /�/ Distribution Lis' '; f 3 CHIP BRISCOE Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Z NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS 1. Post Permit Sign The,permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 6 MOW NEW YORK STATE DEPARTMEA-i 'JF ENVIRONMENTAL CONSERVATIG .--1 Facility DEC ID 1-4738-01027 3.'No Dredging No dredging is authorized by this permit,nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activity in the future. 4. Piling Cluster Removal All temporary piling clusters authorized by this permit shall be completely removed by April,1, 2015. - 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for,disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Storage of Equipment,Materials Tbp storage of construction equipment and materials shall be confined to the upland area landward oklfi''e bulkhead or on a barge. 7. Use of Treated Wood The use of wood treated with Pentachlorophenol or other wood treatment not specifically approved by the Department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 8. No Structures on Pilings No structures, other than structures specifically authorized by this permit, shall be constiueted on pilings without further authorization from the department(permit,modification or amendment). 9: Pilings at Property Lines Pilings shall not: I t a, extend laterally beyond property lines, € SEP 2 3 ' 2015 b, interfere with navigation, or ' SOuir,Ul� li;hli c. interfere with other landowners riparian rights. —8 a ' tees 10. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. V.. 11. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Chip Briscoe (two sheets), dated 8/20/14, stamped NYSDEC approved on 10/3/14. 12. State Not Liable for Damage The State of New York shall in•no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. J , Page 3 of 6 AWL NEW YORK STATE DEPAh'-,-.tv rtENT OF ENVIRONMENTAL CONST VA i ' N Facility DEC ID 1-4738-01027 13. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free'navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the stru6ture, fill,.excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill. and restore to its former condition the navigable and flood capacity of the watercourse..No claim shall be made against the State of New York on account of any such removal or alteration, 14. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompletedi6cture or fill and restore the site to its former condition. No claim shall be made against the State of I ew York on account of any such removal or alteration. 15. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints,concrete,.leachate or any other environmentally deleterious materials associated with the project. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality,Certification The NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 957217)provided that all of the conditions listed herein are met. - GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION— Facility ONSERVATION:— Facility DEC ID 1-4738-01027 A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. z. Relationship of this Permit to Othei;7Qepartment Orders and Determinations Unless expressly provided for by the Department, issuance'of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers- The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department.requires. Any renewal,modification or transfer granted by the Departmentmust be in 'tin . Submission ubmission of �- applications for permit renewal, modification or transfer are to be submitted Regional Permit Administrator / NYSDEC REGION 1 HEADQUARTERS • SEP 2 3 2015 SUNY @ STONY BROOK150 CIRCLE RD s STONY BROOK,NY11790-3409 �`V -�S0, --- - � cCJlii�iU IJtid11 •4 • ��+erre f frus° es 4. Submission of R_ enewal,Application The permittee must submit a renewal application at'leh t days before permit expiration for the following permit authorizations: Tidal Wetlands, Water Quality Certification,Excavation &Fill in Navigable Waters. 5. Permit Modifications,Suspensions4�d Revocations by the Department The Department reserves the right to exercise all'available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 i NEW YORK STATE DEPA ,,IENT OF ENVIRONMENTAL CONSERWA-1 ION Facility DEC ID 14738-01027 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agree .�o` I ndemnifcation The permittee, excepting state or federal agencies,expressly agr'-oe}s to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents("DEC")for all claims,suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnificationdoesnot extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or'any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special,conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands, easements and rights-of- way that may be required to carry out the activities that are autlidff ed;by this permit. Item D: No-Right to Trespass or Interfere with Riparian Rights This permit does not convey,to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. - Page 6 of 6 1I 1 July 16, 2015 Ms.Claire Werner Environmental Analyst New York State Department of Environmental Conservation Division of Environmental Permits, Region One � SUNY @ Stony Brook SEP 2 3 2015 50 Circle Road e— w Stony Brook, NY 11790-3409 S ui ci loa,ln _,�._ ward of Tru��ees RE: Extension of Permit No's 1-4738-01027/00009,00015,00016 and 00017 - Cross Sound Ferry Services Terminal Main Road,Orient,NY 11957 Dear Ms.Werner: Cross Sound Ferry Services obtained the above referenced permits on October 7, 2014 to install three temporary dolphins pile clusters(five center steel piles with 40 surrounding oak pilings)on the east side of the docking facility in order to conduct routine maintenance on west-side ramp structure, remove the piling clusters and relocate to the west side of docking facility along with one additional piling cluster, in order to conduct maintenance on the east ramp structure and then remove the piling clusters.These permits expired on April 1,2015. The above work was to be performed concurrently with the bulkhead replacement project at the same location that is covered under Permit No. 1-4738-01027/00009 that has an expiration date of May 16, 2016. In order to keep the ferry operation in service during the replacement project the bulkhead would be done in two stages. The staged construction along with the unknown conditions of some of the structural members will require the bulkhead replacement project to be done over two winter seasons, November 2015 to March 2016 and November 2016 to March 2017. We hereby request that Permit No's. 1-4738-01027/00009,00015,00016&00017 be renewed and/or extended to May 16,2017 in order to complete the proposed ferry terminal improvement project.There are no modifications proposed to the originally submitted project plans. Please call if you have any questions or would like to meet to discuss our request. Very truly yours, CROSS SOUND FERRY SERVICES, INC. Richard MacMurray Vice President/General Manager SECTION 3 ATTACHMENTS ®`MILONE&MACBRoomo EAF Mapper Summary Re;;:,.' Mcg . ,j, February 23, 2015 10:27 AM Disclaimer: The EAF Mapper is a screening tool intended to assist ti ; ,!y protect sponsors and reviewing agencies in preparing an environmental Qos1,;504459©0?•11,I3r„ L, ;q 001:500®`-900:3{'s assessment form(EAF) Not all questions asked in the EAF are -_`.� answered by the EAF Mapper.Additional information on any EAF 100.1:5000,900.,111. e P question can be obtained b consulting the EAF Workbooks. Although ti ' r 1:r3d `_5;�Jt�0-913(?> 5;'fs` q Y 9 9 a; ' ;100,;1:5;©0Q;9041219 100;7-50'0©;900.11 X17 the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources,in order low-4006 r11°'' v to obtain data not provided by the Mapper.Digital data is not a =5604 90010f1 ? •r s p 1G; t substitute for agency determinations i .o: all .�1(�Q.�1j:�Jd���3•�'"-,�Ld®:9�r "' �, f� ''� 5 -;�-C)r'='� '.- r�' }fg;Y_.rJ! SOLI ql I iTG:, n10 Y, ,t - _/ ' i rr� °fl { t , Cj•GDnZ:_Drd (%fr• / r ,y� - .:r_ R ocFU ciea,��.M�,Y�3��s,�.e'-• f: ' ,Alli%�l.�} -,tra� _lY ,'.._ i3 . 03°204=1 . SJf„ ._..!. _r tee= y i `Y-� i—IL57; -� s4�9-rUdylj /f _ _- .•. - {^- .L'�}IIt�Or ,_: da iy , s Inter ups ftF Ccr ftGd s - rlr _. „ °d ` � PEf!lJaPL"�Y%SfAi° r r k��E•' - Japa tul�Egi]�3iina, Sicvtg1J4i9?�Esdf! =5,}" stsar,i Y, ;• . e,d};'T Ta d11a m I`8i �� =Piftc urnFi'" ,�_Tr LOn. Inter gd 1 Ls � ys r" _ + . �:y fij H�iP sl iJ tF'1111'! F� S$ ap:s�n tiutt ' ar d the G mbu� �{�ga: cp ;,fACRCC+t I; y -- 1� 7 y-' .•. Lv ''� ` t� .:f"�sn.-rutE'fl'Esrje {r3s'- Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7 [Critical Environmental Name:Orient Point, Name:Peconic Bay and Environs, Reason:Benefit to Area- Identify] human health & protect drinking water, Reason:Protect public health, water, vegetation, &scenic beauty, Agency:Suffolk County, Date:2-10-88, Date:7-12- 88 Part 1 /Question 12a [National Register of No Historic Places] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or Yes Endangered Animal] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No f f+ r L,-; GE, - i 1 Ir JII .� 11 ;L Sip 7 3 ,115 Southold To-al -��, Boar:;of Trustees ,�, Short Environmental Assessment Form - EAF Mapper Summary Report I .1 B: LWRP CONSISTENCY ASSESSMENT FORM Cross Sound Ferry Terminal Rehabilitation Project' Orient, New York ���MILONE&MACBROOM® Site • • Log CROSS SOUND FERRY ORIENT POINT TERMINAL MMI#1881-07 Aerial View looking north „ ;4z r � ��� MILONE&MACBROOM E: PHOTOLOG Cross Sound Ferry Terminal Rehabilitation Project Orient, New York ���MILONE&MACBROOMF' SITE PHOTO LOG August 27,2015 Cross Sound Ferry—Orient Point Terminal PAGE 2 East Side ■ � �► Holes through existing east side sheeting vMiLoNE&MAcftoom SITE PHOTO LOG August 27,2015 Cross Sound Ferry—Orient Point Terminal PAGE 3 East Ramp West Frame of East Ramp J ,r ���MILONE&MACBROOM SITE PHOTO LOG August 27,2015 Cross Sound Ferry—Orient Point Terminal PAGE 4 Existing bulkhead between ramps r i a � 1 +M , l East Frame of West Ramp i■ F _ Y UMILONE&MACBROOM SITE PHOTO LOG August 27,2015 Cross Sound Ferry—Orient Point Terminal PAGE 5 West support frame to west ramp AN ML West support frame to west ramp j AMILONE&MACBROOM I SITE PHOTO LOG August 27,2015 Cross Sound Ferry—Orient Point Terminal PAGE 6 West edge of Ferry Dock low", c-t.E 1 _ Y Center row of dolphins and ramp WVO— IL ���M I LONE&M ACBROOM SITE PHOTO LOG T August 27,2015 Cross Sound Ferry—Orient Point Terminal PAGE 7 West Ramp or r West Bulkhead r s- P Y r L 1881-07-Photo Log ���MILONE&MACBROOM \ N 700 907 s \ S OUND 1 w. p1 11 w L i 13 x 14 & ro\ 14A a 14A 1.1A 15 1 , 17 AO"11 10A 5e" 6, 15 1 1.1A q vs n , ,vs 1n Lp- 22 _21 �. 0 1AN 1.22 *' SCH.D.2 --- - i 1. is _23 �, ,�. g m 1.z3 F.D.25 L.D.40 M.D.60 Y� r„ � y � m P.O.65 I� 4a 42 a 1 3 rni 1t, w° t5u'1 ,1 ory,174 A `v5 1 30 a+' I 9 iwi Tm + s 1 24 ''LO 120" 3 COUNTY OF SUFFOLK 10 •� 8 ,a N s$ 1.29 O ps, i g na '" g22 r rn .. .g. � 125' 119 8 19 si I W (50't e s ¢ -23 rv� a° ne, O 6 1 I w 6 0 "s 1.28 48 4A(c) N 12 24 118 126 1.10 24.6 1.27 "0 0 247 i.,,11 1.17 ,s, 13 .vs NOS . 19 2417 yo 6 27 pi r3 1.t1 r„ y _ 24.16 g28 z"s 1.16 O i 9 1.GA c 7 �Nej E r'e 13 115 1.1 5 " `a 1.3A v 1.12 6 15 d rs„ R 24 18 A 1.2A 5 rn, Y 34 1b,a 4 g ,w 1.tA 14. n tl 24.19 _ to X501 t Ply\ g 114 145 7 Yb 1.2A '4.20 ,.. 15P1c\ to 24.29 a ri tl z`�\ •4.• '� /• _p-1 24.28 ra°i wYoaa 142 `LTJ ♦ 4 �l 7 143 1aP �� 9 0\ i•� �1 + / � r,ei + ren 14P1c1 9�n •• 4` r� pe y 24.30' \ i\i 5,1P•(6� 9 V g7Kc1 �" } 6 �• �.�jO O. O \ i '4 .x B 265 1O 'c ' p T 3Plcl \ 3a \ \ STATE OF �o \NEW YORK h 32 vo .x 24pP�c1 �\ J L2P Z- 1 34 c 1 9A(c \� w N 303 187 3 OFFICE LOCATION: ®��®F ®� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 y® P com LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: October 20, 2015 Re: Proposed Wetland Permit for CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY SCTM# 1000-15-9-16 Milone & MacBroom, Inc. on behalf of CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY requests a Wetland Permit and a Coastal Erosion Permit for the entire dock area which is approximately 20,000sq.ft.; to construct approximately 270' of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft. of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions, and replace the support structures Located: 41270 Main Road, Orient. SCTM# 1000-15-9-16 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that the Board requires the following: 1. Clarify the need to fill in 600 square feet of public waters. In the event that the action is approved the following BMP is required pursuant to: § 275-11. Construction and operation standards. A. General. The following standards are required for all operations within the jurisdiction of the Trustees: (2) Erosion control. Installation of an erosion control structure is necessary during any building, grading, landscaping or site work activity within Trustee jurisdiction. This structure may include, but is not limited to, installation of a silt fence, hay bales, wood chip berm and silt booms. The placement of the erosion control structure(s) shall be determined by the Trustees or their designee. All intertidal construction and excavation requires the installation of a silt boom that will retain all suspended sediments within the immediate project area. Require the installation of a silt boom. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney tj,15FFOL Ir Peter Young,Chairmany Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 `F Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 14, 2015 the following recommendation was made: Moved by Doug Hardy, seconded by Peter Meeker, it was RESOLVED to SUPPORT the application of CROSS SOUND FERRY SERVICES to install temporary berthing dolphins, construction of a new bulkhead, as well as removal and rehabilitation of the existing vehicle access ramps, and the replacement of the ramp support stanchions. Located: 41270 Main Road, Orient. SCTM#15-9-16 Inspected by: Doug Hardy, Peter Meeker The CAC Supports the application and recognizes the importance of the Cross Sound Ferry, however, there are several issues that must be addressed. The engineering details do not take sea level rise into consideration and a plan should be in place to address future surge. The CAC recommends a program of beach renourishment to begin by pumping sand from the east and depositing on the State Park beach to the west or bring in clean sand by truck. Run-off from the impervious parking lot should also be addressed as part of this application. Vote of Council: Ayes: All Motion Carried r� S�'z" • r Town Hall Annex John M.Bredemeyer III,President Michael J.Domino,Vice-President �_ 54375 Main Road ,�, P.O.Box 1179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee �• , ,�O Charles J.Sanders,Trustee � •' ,,\ � Telephone(631) 765-1892 ��c®U �'4"0", Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office-Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit / Amendment/Transf�gr/Extension } VReceived Application: -,�Z 'j� !'!�' •' _ -== .'__._._____ Received Fee:$ 5D®�® Completed Application: _ TY546_ _Incomplete: E SEP 2 3 2015 _SEQRA Classification: d Type I Type II Unlisted Coordination:(date sent): _7�_LWRP Consistency Ass ssment Form: CAC Referral Sent: 4 56t j- Date of Inspection: _Receipt of CAC Report: _Lead Agency Determination: Technical Review: ;Public Hearing Held: Resolution: Name of Applicant: Cross Sound Ferry Services, Inc. Attn: Richard MacMurray Mailing Address: 2 Ferry St PO Box 33,New London, CT 06320 Phone Number: (860) 443-7394 Suffolk County Tax Map Number: 1000 - 15.-9-16 Property Location: 41270 Main Rd, Orient, NY 11957 (provide LILCO Pole#, distance to cross streets, and location) AGENT:• Milone &MacBroom, Inc. Attn: Glenn D. Jarvis (If applicable) Address: 99 Realty Drive, Cheshire, CT 06410 J Phone: (203) 271-1773 lj �0� • 1 SECTION 1 f APPLICATION ���MILONE&MACBROOM' I- _,'rd of Trustees Applicatio j GENERAL DATA Land Area(in square feet): 162,043 Area Zoning: Marine II (MII) Previous use of property:, _ferry services (dock and surface waters) Intended use of property: ferry services (dock and surface waters) Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? Yes X__ No If"Yes",be advised this application will be reviewed by the Building- prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? _Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? Yes X No Prior permits/approvals for site improvements: Agency Date NYS DEP No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): The rehabilitation project,includes installing temporary berthing dolphins, construction of a new bulkhead, as weU as removal and rehabilitation of the existing vehicle access ramps, and the replacement of the ramp support stanchions. t ,Soard'of Trustees Applica .on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Rehabilitation of existing ferry terminal. _ Area of wetlands on lot: 162,043 square feet Percent coverage of lot: 100 Closest distance between nearest existing structure and upland edge of wetlands: _— _--_____ feet Closest distance between nearest proposed structure,and upland edge of wetlands:, feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 10 cubic yards How much material will be filled? 120 cubic yards Depth of which material will be removed or deposited:_ 18 feet (maximum) Proposed slope throughout the area of operations:. - varies Manner in which material will be removed or deposited: - Concrete and bituminous pavement will be removed with excavators and removed from the site. Fill will be deposited between the proposed steel sheet pile bulkhead and existing steel bulkhead. Statement of the effect, if any, on the wetlands and tidal waters'of the town that may result by reason of such proposed operations (use attachments if appropriate): A small area of tidal waters will be permanently filled. Cross Sound Ferry Terminal Rehabilitation Project Town of Southold—Wetland-Coastal Erosion Application Project Narrative Part I. Project Description: This shovel-ready rehabilitation project will revitalize key components of the Cross Sound Ferry Service's terminal at Orient Point, New York. The rehabilitation project includes installing temporary berthing dolphins, construction of a new bulkhead,as well as removal and rehabilitation of the existing vehicle access ramps and replacement of the support structures.,The rebuilt ramps will remain the same size as the existing ramps. The existing bulkhead is estimated to have been installed approximately 70 years ago and has undergone a number of maintenance events in the past although it has never been•wholly rehabilitated. The current condition of the bulkhead requires rehabilitation as it has begun to exhibit signs of degradation. The existing bulkhead is approximately 270 feet in length. The entire dock area is approximately 20,000 square feet. The bulkhead will be renewed by installing approximately 270 feet of new bulkhead along the shoreline in front of the existing degrading bulkhead that is currently used for ship docking. The proposed work will permanently fill approximately 600 square feet of water area. To accommodate continued operations without interruption during the construction,the temporary docking dolphins will be installed. In coordination with the bulkhead work,the vehicle access ramps and stanchions will be removed and rehabilitated and support structures will be replaced. The rehabilitated terminal will have a life expectancy of 50 years with normal maintenance. To accomplish this project,Suffolk County(the County); an eligible 5,307 recipient, is sponsoring this application on behalf of Cross Sound Ferry Services, Inc. (CSFS);with offices at 2 Ferry Street, P.O. Box 33, New London,Connecticut 06320,a private entity,and the owner and operator of the ferry services. Upon award from FTA,the County will enter into an agreement with CSFS,whereby CSFS will commit to executing the project under the administrative oversight of the County. This project is shovel-ready and can be completed within 12-18 months from award. Cross Sound Ferry has already applied for and received a permit from New York State Department of Environmental Conservation (NYS DEC)for this work. Having the permit in place at the time of this application is estimated to allow for the project to begin 6-12 months in advance of not having the permit in hand. At the time of this application,Cross Sound Ferry has designed and completed the bulkhead rehabilitation plan. These improvements will help preserve and enhance an existing ferry terminal allowing continued operations,which will provide a vital service to the residents of Long Island and New England. Cross Sound Ferry operates daily year-round passenger and vehicular ferry service between Orient Point, New York and New London,Connecticut with over 14,000 annual one-'way trips. As one of the largest vehicle and passenger ferry operators in the United States, Cross Sound Ferry transported just over 1.1 million passengers and 430,000 vehicles in 2012. Cross Sound Ferry also plays a vital role in regional security and emergency preparedness and is recognized as a critical partner by federal,state, and local agencies toward providing coordinated emergency response and enhancing the resiliency of the regional transportation system. MILONE&MACBROOM MiloneandMacBroom.com �� CROSS SOUND FERRY T,ERMIN"_.._HABILITATION PROJECT ~4 September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 2 Part II.Additional Information A. Detailed Project Description: The rehabilitation project includes installing temporary berthing dolphins, construction of a new bulkhead,as well as removal and rehabilitation of the existing vehicle access ramps and replacement of the ramp support structures. The original bulkhead is estimated to have been installed approximately 70 years ago and has undergone a number of maintenance events in the past, although it has never been wholly rehabilitated. The current condition of the bulkhead requires rehabilitation as it has begun to exhibit signs of degradation. The bulkhead will be renewed by installing 270 feet of new bulkhead along the shoreline in front of the existing degrading bulkhead that is currently used for ship docking. To accommodate continued operations without interruption during the construction,the temporary docking dolphins will be installed. The project will be done in two stages to allow one birth to be active at all times. B. Location and Zoning: The Cross Sound Ferry Service terminal site is located within MII zone. The proposed rehabilitation is consistent with the zoning requirements within Orient Point. C. Traffic: The rehabilitation of the terminal will not impact traffic and/or parking. This project does not impact existing roadways, bus routes, and/or vehicular traffic. D. Aesthetics: The proposed project will not substantially degrade the existing visual character or quality of the site and its surroundings. . E. Air Quality: The FTA was contacted regarding the need for a hot spot analysis,and since there is no expansion of the facility no hot spot analysis is required. F. Coastal Zone: This project has received permits from the New York State Department of Environmental Conservation to complete the proposed rehabilitation improvements. The applicant will adhere to the special conditions as noted in the permits. NYDEP Permit No. 1-4738-01027/00009-,Bulkhead Replacement Facility: Cross Sound Ferry Terminal Main Road Orient, NY 11957 Applicant: Cross Sound Ferry Services 2 Ferry Street New London,CT 06320 Phone: 860-443-7394 - Expiration Date: May 16,2016 MiloneandMacBroom.com OW MILONE&MACBROOM® CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT a Y' September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 3 NYDEP Permit No. 1-4738-01027/00009,00015,00016&00017-Temporary Dolphin Piling Clusters Facility: Cross Sound Ferry Terminal Main Road Orient, NY 11957 Applicant: Cross Sound Ferry Services 2 Ferry Street New London,CT 06320 Phone: 860-443-7394 Expiration Date: April 1, 2015 Extension to: May 16, 2016 requested Full copies of the permits are attached G. Environmental Justice: The project is not located within a minority or low income neighborhood. The project will not impact a 'minority or low income neighborhood. H. Floodplains: The terminal site is located within a Federal Emergency Management Agency(FEMA) 100-year AE flood zone and a VE flood zone. This project will not significantly impact the existing base flood elevations of either the 100-year flood zone and/or wave zone. The terminal (includes the bulkhead and dolphins)does flood_during a 100-year flood event,and the proposed improvements will not change this condition. I. Hazardous Materials: An environmental,record database search was reviewed for the Cross}Sound Ferry property located at 41270 Main Road in Orient, New York. The state environmental database contained records of two environmental releases at the site: a. April 8, 2005—The"saddle tank of a tractor trailer truck was damaged as the truck was being unloaded from the ferry. An estimated 50 gallons of diesel fuel was released,from the tank to the pavement and was contained by CSF personnel using absorbent materials. b. August 9, 1993—A 275-gallon aboveground tank located next to a small building was accidentally filled beyond capacity resulting in a release of No.2 fuel oil to the ground. Neither environmental release is believed to have an effect, or to be affected by,the proposed project. The magnitude of the releases were relatively minor,were contained, and'corrective actions were undertaken at the time of the releases. J. Navigable Waterways: The Cross Sound Ferry is an approved facility that operates daily between Orient Point, New York and New London,Connecticut. The proposed rehabilitation project will not alter the existing ferry navigation patterns or general navigation in the area. The project does not involve bridge work;therefore, no permits from the United States Coast Guard are required.i Jennifer Street of the NYS Coastal Management Program of the NYS Department of State was contacted and stated,that the Federal Consistency assessment form (FCAF),with an analysis of applicable LWRP policies should be submitted along with a copy of the joint application, detailed I MiloneandMacBroom.com � MILONE&MACBROOM° CROSS SOUND FERRY TERMINh'I�_,�iABILITATION PROJECT September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 4 scaled drawings, photos of the site, and any other information that was provided to the Corps of Engineers. (see attached report of telephone call and email) K. Noise and Vibration: The proposed project does not have the potential to and will not increase the noise and/or vibration on the project site. L. Resources: The proposed project will not impact natural areas,archaeological sites,or historic sites. The ferry terminal is not on the National Registry of Historic Places. The following endangered,threatened,and special concern species are located in the vicinity of the project site: Common Name Latin Name Birds Piping plover Charadrius melodus Endangered Birds Pied-billed grebe Podilymbus podiceps Threatened Birds Least tern Sterna antillarum Threatened Birds Common loon Gavia immer Special Concern Birds Red knot Calidris canutus Tufa Threatened Mammals Humpback whale Megaptera novaeangliae Endangered Mammals Harbor porpoise Phocoena phocoena Special Concern Mammals North Atlantic right whale Eubalaena glacialis Endangered Reptiles Leatherback sea turtle Dermochelys coriacea Endangered Reptiles Green sea turtle Chelonia mydas Threatened Reptiles Loggerhead sea turtle Caretta caretta Threatened Reptiles Kemp's ridley sea turtle Lepidochelys kempii Endangered Fish Atlantic sturgeon Acipenser oxyrinchus Endangered Permit applications have been reviewed and approved by NYS DEC for this project. See attached permits. The proposed bulkhead repair and dolphin installation is scheduled to be completed during the winter months(November through March)when the species listed above are not actively foraging and are using the waters immediately adjacent to the existing bulkhead and/or dolphins. In addition the project does not propose any impacts to the sandy shoreline areas located to the west and east of the ferry terminal. These sandy shoreline areas would have the potential to support piping plover, least tern, and red knot foraging habitat between April and October and not during the anticipated construction schedule. The ground surface behind the existing bulkhead will be disturbed when installing the proposed bulkhead, pile and anchor rod-tie back system.The bulkhead and anchor piles will be installed by crane from land. Best management practices per the New York State Standards and Specifications for Erosion and Sediment Control will be used around these areas,and use straw bale dikes or silt fence. In addition, Gardiners Bay water quality will be protected throughout construction using best management practices including the use of turbidity curtains,silt booms, and oil booms. For the reasons presented above the project will have no adverse effect on endangered and/or threatened species. M. Water Quality: The proposed project does have the potential to impact water quality during construction. Installation of the bulkheads will disturb the underlying sediments and can promote increase in turbidity and suspended solids. To help reduce and protect water quality,the MILONE&MACBROOM6 MiloneandMacBroom.com r r CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 5 contractor is required to install a turbidity curtain and oil spill boom around the perimeter of the project area. These water protection measures will only be removed once all in-water-related construction activities have been completed. t The project does not result in an increase of impervious services;therefore,there are no requirements for stormwater runoff treatment measures. The project is not located within an EPA-designated sole source aquifer. N. ,Wetlands: The proposed project includes work within a waterway; however,this project is considered a maintenance activity and does not significantly impact the waterway: This project has been approved by the New York State Department,of Environmental Conservation (see attached). NYDEP Permit No. 1-4738-01027/00009—Bulkhead Replacement—letter dated February 17, 2011 NYDEP Permit No. 1-4738-01027/00015—Temporary Dolphin Piling Clusters—letter dated October 7, 2014 0. Construction Impacts:The'proposed construction will be done in two stages to allowcontinuous operation of the ferry service. Each stage will be fenced off to protect the safety of the public and secure the area. Each stage is estimated to require a minimum of,45 days to a maximum of 60 days. Construction activities will be done during daytime hours; Monday through Friday,7:00 a.m. to 5:00 p.m. Construction materials and equipment will be stored on the Cross Sound Ferry Terminal property outside the limits of the required parking,vehicle, and pedestrian access ways. Water quality will be maintained by the installation•of turbidity curtains around the proposed construction. Temporary impacts to nearby residents and businesses will be a moderate increase in noise during the driving of the proposed sheet piling,which will likely be done with a vibratory hammer. Access to properties will not be affected. P. Cumulative and Indirect Impacts: No cumulative and indirect impacts are likely. Q. Property Acquisition: No property acquisitions are required. R. Mitigation Measures: The disturbance limits for the proposed bulkhead and dolphin improvement have been minimized to the maximum extent possible. Best Management Practices during construction are proposed to protect water quality. No additional mitigation measures are required. S. Other Federal Actions: A joint application to the New York State Department of Environmental Conservation and the U.S.Army Corps of Engineers will be submitted for a nationwide permit under the Maintenance classification related to the proposed project or in the vicinity of the project are' known. MiloneandMacBroom.com 14#6* MILONE&MACBROOMa • i DATE: February 13, 2015 ( ATTENDEES: MMI#: 1881-07-1 j Jessica Pica—MMI PROJECT: Cross Sound Ferry j Jennifer Street—NYS Coastal Management Orient Point, NY Program, NYS Department-of State' j SUBJECT: Consistency Review Requirements { for Cross Sound Ferry f LOCATION: Email Conversation, Jennifer Street of the NYS Coastal Management Program of the NYS Department of State was contacted by phone and email by Jessica Pica,water resources engineer at Milone and MacBroom, Inc. on February 13, 2015 regarding the repair of the bulkhead at Orient Point for Cross Sound Ferry. It was described that approximately 270 feet of new bulkhead would be installed paralleling the existing bulkhead and that proposed activities would involve a slight increase to the existing footprint. Jennifer was asked if anything was required before the submittal of the Federal Consistency Assessment form with the joint application. Jennifer responded with the following"The federal consistency assessment form (FCAF),with an analysis of applicable LWRP policies should be submitted along with a copy of the joint application, detailed scaled drawings, photos of the site,and any other information that was provided to the Corps of Engineers." See attached email correspondence. MiloneandMacBroom.com ®�MILONE&MACBROOM� 1, _.d of Trustees Applicatio, COASTAL EROSION APPLICATION DATA Purposes,of proposed activity: - Rehabilitation of existing ferry terminal. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes,how much material will be excavated? 10 (cubic yards) How much material will be filled? 120 (cubic yards) Manner in which material will be removed or deposited: Excavated material will be required around structural items to be replaced. Fill material will be placed etween existing steel sheet piles and proposed steel sheet piles. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed,including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) Minor impacts will include an increase in noise during the,installation of the steel sheeting and ramp support structures by vibratory hammer. During this operation the suite will lie protected by`a turbidity curtain. The proposed project_ will not increase erosion or have any adverse effects on natural protective features. rum 4� $OUr = Town Ball Annex John M.Bredemeyer III,President tiji�A� Michael J.Domino,Vice-President "z l� 54 Main Road �, P..O.O.Box 1179 James F.King,Trustee `�4' Southold,New York 11971-0969 Dave Bergen,Trustees � .}r Telephone(631)766-1892 Charles J.Sanders,Trustee /3n Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30 YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We).Cross Sound Ferry Services,Inc. The owners of record of property at: 2 Ferry St PO Box 33,New London,CT 06320 SCTM#1000- 15.-9-16 In applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: ferry services(dock and surface water) as shown on the attached licensed survey and/or site plan for the approved structure. It is mylour understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure.Any maintenance which involves more than 50%of the length of this structure requires approval of the Board of Trustees.We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by t e Boar o Trustees that said lack of maintenance would risk life, property or impo na r I r urce features. tarize signature of owner rd Notary Public This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. Short Environmental Assessment Form Part 1 -Project Information Instructions for Comnletin a Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Cross Sound Ferry Terminal Rehabilitation Project Project Location(describe,and attach a location map): This ferry facility is located at 41270 Main Rd(NYS Route 25)in Orient,NY on Gardiners Bay Brief Description of Proposed Action: The Cross Sound Ferry Service's terminal at Orient Point,NY is proposing a rehabilitation project that includes installing temporary berthing dolphins,construction of a new bulkhead,as well as removal and rebuilding of the existing vehicle access ramps and stanchions. The 270 feet of new bulkhead that will be installed paralleling the existing bulkhead will only extend the existing footprint slightly for construction. Name of Applicant or Sponsor: Telephone: (860)443-7394 Cross Sound Ferry Services,Inc.-Attn:Richard MacMurray,VP/General Manager E-Mail: rich@longislandferry.com Address: 2 Ferry St,PO Box 33 City/PO: State: Zip Code: New London CT 06320 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that El 0✓ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: IffFz USACE-Nationwide Permit#3 Maintenance,NYSDOS Coastal Consistency Concurrence,Town of Southold- Wetland/Coastal Erosion,Suffolk County Department of Public Works,Federal Transit Authority 3.a.Total acreage of the site of the proposed action? 3.72 acres b.Total acreage to be physically disturbed? 0.17 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 12 8 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ®Rural(non-agriculture) [:]Industrial ®Commercial m Residential(suburban) ❑Forest ❑Agriculture 91Aquatic ❑Other(specify): ®Parkland Page 1 of 3 A: SHORT ENVIRONMENTAL ASSESSMENT FORM—PART 1 Cross Sound Ferry Terminal Rehabilitation Project Orient, New York ®,MILONE&MACBROOM® 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑✓ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Name:Onent Point,Name:Peconic Bay and Environs,Reason:Benefit to human health&protect drinking ❑ ❑ water,Keason.Protect public health,water,vegetation,&scenic beauty,Agency-6uttolKoun a e: - ✓ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: No change to electrical equipment is proposed. ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑, ❑ N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ None required. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ ❑ b.Is the proposed action located in an archeological sensitive area? ❑ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Proposed steel sheet pile bulkhead will fill approximately 254 square feet of water body. 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ ❑✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑ a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ❑YES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: W] ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor na e: Cross Sound Ferry Services,Inc Date: Signature: 1R.vin p�c�nw�t t i PRINT FORM Page 3 of 3 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19 Has the site ofthe proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ ❑ I 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE App I icant/sponsor name: Date: Signature: I! Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate I small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 12 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate 1:1reasonably available energy conservation or renewable energy opportunities? Er i 7. Will the proposed action impact existing: E]a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources. 9 Will the proposed action result in an adverse change to natural resources(e.g,wetlands, I—I/ Elwaterbodies,groundwater,air quality,flora and fauna). cif Page 3 of 4 c,' No,or Moderate small to large impact impact may may occur occur i 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage �,�/ f problems? u 11. Will the proposed action create a hazard to environmental resources or human health? ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every f question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. 4 i Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an e vironmental impact statement is required. heck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees 9- ')'— `j- /-�, _ Name of Lead Agency Date —J aA h e�_ /?/-C,Jp4M"'7(-"V President Print or Ty Na e of Re le Officer i�Agency Title of Responsible Officer i ature of R on rble Officer in L d Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Cross Sound Ferry Services,Inc. residing at (print name of owner of property) (mailing address) 2 Ferry St PO Box 33,New London,CT 06320 do hereby authorize (Agent) . to apply forermi s from the P � ) Southold Board of Town Trustees on my behalf. owner's s gnature) PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Dionne Rempe, Administrative officer 40550 Route 25, Orient Point, NY 11944 Plum Island Animal Disease Center United States Department of Agriculture STATE OF NEW YORK C OU-NTY OF SUFFOLKn residing at ' 1��t5t�2 F VVj G c$ru trt,:CnG. OR -qee,l'lu Of. (-'In 5Wre, tomg- ,being duly sworn,deposes and says that on the _14 day of ,-Qet6l�err2015,deponent mailed a true copy of the Notice set forth in the B of trustees Application,directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the slrries of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said'Noiices were mailed at the United States Post Office at Cheshire•, CT that said Notices were mailed to each of said persons by CERTIFIED MAORET&N RECEIPT. Sworn to before me this t e'tt"I o Day of Cc+b b:,f -.20j5 I r!"""u Postage t Lf Notary Public ru CerhfietiFee , _ CN,�S� C3 p Return Postm Receipt s }� !Q ]rare Y" » (Endorsement Required) Oiano C. Berriman Notary Public-Connecticut jr n (Endorsement DeliveryFeet ri My Commission Expires ementRequlred October 31, 2018 Ln r3 Total Postage&Pees 7 �0,ggy� - _ - -3" Sent No ---------—--,�. t � i t i Streeet,Apt.No, - arPOBoxAro --- --- Gdy,State.Z/15 +4 - --------------------------------- PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK residing at_ being duly sworn, deposes and says that on the day-of- _ ___ __ .__ _x;.20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at ;,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Cross Sound Ferry Services, Inc. SCTM# 15.-9-16 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Rehabilitate the existing ferry terminal. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: Ferry services (dock and surface waters) 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: _DATE: You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Cross Sound Ferry Services, Inc. MAILING ADDRESS: 2 Ferry St PO Box 33,New London, CT 06320 PHONE #: 860 443-7394 AGENT: Milone and MacBroom,Inc. Attn: Glenn Jarvis MAILING ADDRESS: 99 Realty Drive, Cheshire, CT 06410 PHONE #: (203) 271-1773 Enc: Copy of sketch or plan showing proposal for your convenience. John Bredemeyer, PresidentTown Hall Annex Michael J. Domino, Vice-President � ' �° 54375 Route 25 James F. King P.O. Box 1179 Dave Bergen Southold, NY 11971 Charles J. Sanders 1,E °' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CROSS SOUND FERRY SERVICES,INC.,c/o RICHARD MacMURRAY COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINSMPL 4CE FOR EIGHT DAYS Aow5ki ,residing at/dba ro5 s �pOL,, d CS:,(1Lce.> _TNc, being duly sworn, depose and say: That on the/Ij day of 0c4ebe-r ,20 IS, I personally posted the property known as xZ.27c> Acun ed—, ©r,c,-,,A- &y i 2-r?. by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,October 21,2015. Dated:tol-2-o/i S (si Sworn to before me this ad*'"day ofo­w----201 S TAMMI S.(,'RATTAN -Notary Public,State of New Yak No.O1GR6142111 Qualified in Suffolk County Commission Expires March 13,20!Fl Notary Public NOTICLr.mn OF HrM.00ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MacMURRAY SUBJECT OF PUBLIC HEARING : For a Wetland Permit and a Coastal Erosion Permit for the entire dock area which is approximately 20,000sq.ft.; to construct approximately 270' of new bulkhead along the shoreline in front of the existing degrading bulkhead which will result in permanently filling approximately 600sq.ft. of water area; install temporary docking dolphins during construction to accommodate continued ferry use; and to remove and rehabilitate the existing vehicle access ramps and stanchions, and replace the support structures. Located: 41270 Main Road, Orient. SCTM# 1000-15-9-16 TIME & DATE OF PUBLIC HEARING : Wednesday, October 21, 2015 — at or about 5 :30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of B a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 i Board of Trustees Applicat'iorx AFFEDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT IIS/SHE IS THE APPLICANT FOR THE ABOVE IDESCRI13EID PERP/IIT(S)AND THAT ALL STATEMENTS CONTAINER)HEREIN ARE TRUE TO THE BEST OF ISIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD WELL BE®ONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLID TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISOR'COUNCIL,TO ENTER ONTO ICY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. 11FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. M Signature of Property Owner SWORN TO BEFORE ME THIS (yam' DAY OF�ra.�Y�lY1ht �20 j Notary Public I�l,� CUI-tF-Us51Av1 �iY�S `6���I��v C \Y � f Board of Trueteee Application AUTHORIZATION (where the applicant is not the owner) I, Cross Sound Ferry Services,Inc. residing at (print name of owner of property) (mailing address) 2 Ferry St PO Box 33,New London,CT 06320 do hereby authorize _ (Agent) to apply for permit(s)from the Southold Board of Town Trustees on my behalf. caner, s gnature) AFIPLICANT/AGIENT/REPRESENTA` 'VE TRANSACTIONAL DISCLOSURE FOIL[ 1 ^t^vrr•c Tllc,nuruotiY'nf' t a•�rnrtn nt I thics nm i sitti iioncts c r ' ^'he Hart of town oflirex�n I'c sti x Phi Tmvils n!Soutifn --. �r a at sued atlmv st to tnke whtaper nctian iti t 'w o to vscic it'Csr radio 'whit ca 'al rt t •:nw '"'f nssiblc cnnQicla afin ' n&w.�M to V. d same. YOUR NAME: Cross Sound Teriy Services,Inc. (Lest name,fust name,ipiddle initial,unless you are applyisig in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building --- ��� Trustee Variance _ Coastal Erosion _X Change of Zone _.._— Approval of plat Planning l _ Exemption from plat or official map Png Other (If"Other'•,name the activity.) _ Da yan,pe�sonally(nr'ihreiugh•yc}isr,ctunp say,spousc,sibling,ha"rent,m'child}have a relationship with any,officer or employee oftlse'Pos'�n of Ststulsald7 "[t'clatioushili''includes,by Ili olarriiq, isrh'us)ncss interest;"Business;iistcrest"means a business, of theiing n parinorship,in I'lW% t the towrttsCficc r<ir dmrloyca,hati even a pawn[ownership,of(or employment by)a corporation imwhichilte town ufticcr,iirvntployce otvs�x usaru Ilion 5%,ufllie shares. YES _ NO --XX ' if you answered"YES",complete the balance of this form and date and sign where indicated. l Name of perspn employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee-Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)Ilse owner of greater than 5%of tine shams of the corlwrate stock of the applicant (when Use applit:asst i%a'corporatian), en when the _B)the legal or'lx isefsciat mvngr,,tiftoly,interest in a non-corporatety npplicant is not, corporation); C) all officer, dircctar,ptir['ger;,arcnspluyce afthe applicant;or D)the actual applidaht. DESCRIPTION OF RELATIONSHIP 'Suli'mitte Q 'day of S iUtintttrc •------" Form TS 1 • I SECTION 2 PROJECT NARRATIVE 0��MILONE&MACBROOW } Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its sig uficant beuefic'ial`anclYaverse<efj'ecf _upotr-{lie coastal-areaf�utlucli_incluclesFall of Souihold'=Towri�;, 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will 'affect the achievement of the LWRP policy standards and conditions contained in the consistency listi i li�th411rinorhii� gild In review law. ;{Tliiys; each Ar�s6ver ininst li'e�xiilaiueil �n'c3efail,: r suaporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. "A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the.Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME Cross Sound Ferry Terminal Rehabilitation Project, Orient Point The Application has been submitted to(check appropriate response):, Town Board ❑_ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital 0 -construction,planning activity,agency regulation,land transaction) (b), Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: The rehabilitation project includes installing temporary berthing dolphins, construction -of 4--fie wbulkhead,as well as removal and rebuilding of the existing vehicle access ramps and support structures. Cr( :Dund Ferry Services Facility Location of action: 41270 Main Rd, Orient, NY 11957 Site acreage: 3.72 Present land use: Ferry boat docking Present zoning classification: Marine II (MII) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cross Sound Ferry Services, Inc. Attn: Richard MacMurray (b) Mailing address: 2 Ferry St PO Box 33,New London, CT 06320 (c) Telephone number: Area Code( ) (860) 443-7394 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? X Yes _ , ' Ng[ If yes, which state or federal. Y9, USACE/NYSDOS /NYS DEC/Federal Transit Authority/ Suffolk County Department of Public Works C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST_POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 0 Yes ❑' No ❑ Not Applicable The proposed project will enable the Orient Point Ferry Terminal to continue long term operation by providing new-structural bulkhead and ramp support structures.-The project will maintain transportation links to Connecticut for commercial, agricultural, emergency services, and tourism access. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes,0 No ❑ Not Applicable The proposed project will allow the continued use of the existing Orient Poir`,�_ rry Terminal that has been in seasonal operation since 1940 with year round vehicle and passenger service beginning-in 1975. The proposed- project -' preserve the existing marine character of the site: Attach additional sheets if necessary s Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes ❑' No ❑ Not Applicable The'P use-similar materials as the ry=existing ferterminal. New steel sheet-piling-will be _ coated with black paint to reduce rusting of the material. The proposed bulkhead will be placed within two feet_ of the existing bulkhead to minimize fill of existing water surface.-The proposed improvements are not visible-- from NY.Route 25. -- Attach additional sheets-if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages g through 16 for evaluation criteria E Yes EJ No ❑ Not Applicable The proposed project will rehabilitate a water dependent use structure that is also an essential transportation_ 7 aci ity. Cross_Sound Ferry Services provide.oyer 14,000 annual one way trips between_Orient_Point,NY and _ New London, CT.During the last 10 years there have been three significant events where Cross Sound Ferry Services played an important role in transporting people and supplies during an emergency. Those events were - September 11,2001,March 26,2004- I-95 shut down due to a fuel oil truck accident and fire, and October 29. 2012 -when Hurricane Sandy struck--Cross-Sound--F_er-ry Services carried gasoline-tanks and-utility--repairs - - - - _— - - — - trucks during the weeks after, - Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes O No 0 Not Applicable -Attach-additional sheets if necessary Policy 6. Protect and restore the' quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not A,rr:icable The proposed project will require a small reduction of water area around the existing ferry dock. No tidal wetlands will be filled or impaired by the project. The project a under construction-from November to March,when endangered, threatened, andspecialconcern species are not actively foraging and are using the waters and beach areas immediately adjacent to"the existing bulkhead-and/or dolphins.. Attachadditional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. X Yes No Not Applicable ' The proposed project will not generate any additional air pollution. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See L)VRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ,0 Yes 1 No 0,Not Applicable Construction solid waste may include steel,concrete, and timber. Steel will be recycled,timber will be reused as much as possibleand concrete waste­will be broken u_ and used as fill when possible. All construction equipment will be inspected daily for leaks of petroleum based liquids=and repair_prior.to use. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 YeEF1 No 0 Not Applicable The project is located on private Cross Sound Ferry property and doe_ s not provide public access to any public land or-resources of the Town of Southold. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. X; Yes E j!No ❑ Not Applicable The proposed project will protect�water dependent use by rehabilitating the existing Cross Sound Ferry Terminal dock. This allows continuous safe operation of important transportation link for another 30 years. The-ferry terminal is located in a Marine II zone (see.10.4, Section D). Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long 1 Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. D Yes : No 0 Not Applicable ' Attach additional sheets if necessary Policy 12. Protect agricultural lands.in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. 0 Yes E] No❑X Not Applicable .Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No 0! Not Applicable PREPARED By Glenn D. Jarvis_ TITLETroject Manager DATE 8/27/2015 Milone &MacBroom, Inc. - CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail- charles.cuddy@verizon.net September 21, 2015 Southold Town Trustees Town Hall Annex 54375 Main Road Southold,New York 11971 RE: Cross Sound Ferry-Wetland Coastal Erosion Application Dear Board Members: On behalf of Cross Sound Ferry Services, Inc., enclosed please find the original and three copies of a Wetlands Coastal Erosion Application. This request is for approval of a rehabilitation project including installing temporary berthing dolphins, construction of a new bulkhead, as well as removal and rehabilitation of the existing vehicle access ramps, and the replacement of the ramp support stanchions. The documents submitted for your review includes the following: • Section 1-Application • Section 2 -Project Narrative 0 Section 3-Attachments A. Short Environmental Assessment Form-Partl B. LWRP Consistency Assessment Form C. Survey of Project D. Project Plans E. Photolog -� Also enclosed is a check payable to the Town of Southold in the sum of$500.00. Please advise when this matter will appear on the board's agenda and, if you wish to have a meeting with the applicant and his representatives to discuss this matter. Very truly yours, Charles R. Cuddy CRC:dmc Enclosures -_ �,r. '1- - - f 1 . -.� - _ - a _`ti--r�� _ ^.,03?�.•'<�".'__ _ _ :•-`'_�.� ,-.� -- - - _ -- -�; - - .i -s'" c - rr` ,-'..- �- - - - +• j �.^, Irl fl 'Ivl El ' 1 I 1 TYPICAL. TIEBACKi SEP 2 3 2015 CONFIG aATION. a�kk24�1&Oy i. t , ---^- Southold Town NOTEA .!O//f� Thi-srs•1/eE''To Jt/EA.eear Sneu.�rK,eE � or- o s - - I New bulkhead Will use e back existing'hsystem'foradditionalsupport.Round baroftbls system wl0 be sopped bsckaad'oD`aoftwo methods will be used to mete up mdstiog rolmdbarto mwrovudbac.Wo m'1lmthrmdethods will a used mafeuendofne4v mond bar,and eenDedwillt6etwu nth8useoftumbucMCoiwbatise6mmoaly' -- celledsplice.Oppositepud(that wldchcztends paast7n this time as4xM Oace wseewdfboolilohIeafd)wDIl bcee:,,thTlheaadoetldteert method ofcoffieet1Dg`oIdeudnewr`vimdberwillbetoov`-l'twopieces"aboutirand wel"xe astogetha•.Beforethis is done the iecfion oFmwmuud ba"r wHl lmwtbo'eed _ - _ ,Y rl - - _ _ - r ��BP%stnewbul&hes`dihieadedtoeoceptwas&ii@dloddrigmR.Weld`mgwuuid , _ - - - -- - -` � - _ _ - _: _ - _ , bacon*iDliouswitKt6iieefnllpaiseaoagch"side:;ffiiposes(fiElbaiwi06avatwo'ooats. - ., ofP&MuePPuad•I;orl�Swasbe_r/ontwill be iasfalledand tightened.'Fill removed[o• _ _ - :-iir,_=x.,r-.�T_'�' -_ - _ '•"`>--r••`_- - mlposaiiemdwiEpowhq - a.. t.a_ -„cc:._ E sem;J d'6�i /f,4,_,,ti - f._ r=. ✓<eJ a3FJaa,l71'-see.-F 4. i /c'aw.,r r.:Jtr-f�.,.ris w4' r - + - _ � - _ � '._--.••r- -' _ - __ i, - - v _ -=j' __ -_-`._ , - .- wa3h[r ,CJis. !n%see NOT -_4 "- ---^--"-_,•---'"+''"-=-•+' _ zx�a.y:rw -may,c-,r«.-.�,c..rti-n-.sr,�.or+•...mv+..�-�,-`7.'p.=,•„--�-a,e-..,.-,.,.:d.�,._.�,-._-_- ----"'--�"..-'_.,. ,_ ,- -..' "'r. _.,,�.' ����.s�,:.:'"::;`.�;y.,.....„ -,,.1`9 i 1=JI ,{�� ,..1?`i. .,,e 1y .^ !,,:r- ->S .A :V"v � _ ry-y� .,� _ ,tea, vc .-*t” _. : „ r� ti.,:-.;.iY°'" r � s` "a r-v W -.�.� .-w,µ#*" }� J.+.. :s�, .-F, tr., Y' Gn`�i ..A:',4♦ ( A5a" 'i L,%, jj - N'=e q� v - y.t+.0 f �'a`S•� Ham•= .L"-+,. _ •he.*:l•< X "Y t Y� '✓r,S'4- ^:�ti' c`,}.f 'F-''�Ft a Z.,et,+ I ,� - '`.'ti ! `�, ,�S"r.: � _-r a_ �r--, ''ice. s.;a, �, ,`v .� �.�•..,+;,,� a •=F w<ABertbreadm eed .v" an. =C. :'�'t 3+� E -� 3f _ _ .4 _ «'�•" w � g bat ��:`-' ,t. ;�'v-� ,,.�• - .d= :`� ..��" ,�" ter;t r;:u;.�:..: ,•,�•.— �-'• from ncwb'utkhad` r Y Hs •-+�`µ" �=?z` :3a %t.:.a ,:tr .a b' ,R„o,s £�t cga2 eR- ;.:•ii3 ,n Y.�111;a'"-.?'r�`�.., { ,.e: -'t` ia'aNe; uS.fy -� itto -.._'��`.:1.•_ a3wt ._2�Is `tc. �ye�i+ <^.e5"'+-. ,'�',t*v' `t-_:1�- ✓:-+ t -t� �li"> _ •- -k_ - OlO Re -r_n. r, c 'r- ..+.•_ •3�� ,}r-':+7+.' ;<. �+. ,,q� ^$. Z.._T �_s,R� .a..v ',,+ �•;,:.F',.t:"tet?!; , �•��•� 3},I Y-�'._siao••.>SY.;' �•9r .,.4. +'i ?. y�r` .'S�='"�„` k�.rT.h •,+.ate.`r°G- �rY.<`�'rP._�'-e^ �,�CY/J></M �a•w ;IY r, "': ..x+ �"W-•S`.atw.,y.._��_ o ti & r y e y IY —tti._ .:"l^"'+",•.._ yc �,e G- -{F:,-. `A,'• ^ha[:'tt.""°^5'`�Sta+, ,y .r k,.Y...-•n-• "4+ �(. _ Or1<LmgwaSber/aat 5Y5+1 be tultRalW-wx"_ �H:£ Q7 i•�. + '''F..1 U'r*a- Sllee.Y' +•.,r _ ,a _.1 .:..,.- az a_.s:cv-= s -�-' ...{-2 .� .? `-N.c:Yria arx ..s-. <^tca+;-. 1' f-r=.,r ' :o- - _-� -i L=y_.t`•,�Sx- 4- -r'i +� JF - �a - a••r+.� 'f' - .c M - on - 2 r. x> �,• from" •-.••,t - a4Y mind bee+ •,t y! king r.-'�. •fes.. -��t_ bade` ,t•,, 'r. - ted" _J:.• r q 'd 4'and Pm ; - �P - D` lldais - themeth - - ,- d used �g wl _ _ Y m0 name - - ar' - d ibd _ NOTE C Total length ofreplarsmenfbulkhesd to be installed is 185R ofz-PUa and 57 R of3/9" steel plate.This cross section oftieback is located at 100'mark on west bulkhead end t _ �ea•r Lo..�.�tz///c, �, ". =, ;depth to sea floor as well as high evdlow watermarks correspond to thatposihoR This, would be typical tieback used in wnahuctiuo.Nota that depth to existing bottom would change ifamo07er location wem chosen to display cm.secboa NOTED --- - - • , . 1' - _,�'''•� _ _ - Ere TIA7C, s�a Asn wralml w_6el.ew'R Arcm�i'ot - 61rRrrAm - Z Pilin- - - _ -- ,- - - . _ - - - - - - ' - - - _-�:',•� Dnl tivn rµ 47+ Pa Qn. Saxon bioddm IW R rlin Rot6vr - v- - ', `' ez7z Hare::" ora�4.v 7nwnw_ aorv.n - Tow nFam Dlmonsloti g I19a 7a nos s'. 710 In l XI Am Cwii A:� sand '1941 17Je 1947 716{ 'P�66n OSA ��'4~'' 91A �34ttje" lid�,. .. Gr.:.'+'..eZ+ - 1' f...• ', - - ^ • - - , rTr Oac _ .'t•';; 17A0 I9J0' 7969 456" tan *054 6 607 - - APFnOVED Aa FFli TaAXS - -• -'- C 5� 377 PHr - t •. _ - _•-�" J/S 1- _ AND C061DITIUNb OP - f I-y - /sono ' -- - I�6. +s �fr+s f ' - Y'+• - - .- , � - rvullr No. 7�3(A� �do�I�C7�) Is- Omdmc73 Bay,Cross Sauad F� T + 1•+ °. coy �rmi d.( , • - _- - - - - _- .dfusfin'rfixd.e t%/✓�� -To4vh4ifSautbold �:: Cross Sound Feay Appltcaot• S , Oatober 19.2005 - - - CROSS SOUND FERRY DOCKING FACILITY .b II bc�tl 'A` INSTALLATION OP TEMPORARY PILING ENLARGED SHORESIDECROSSVIEW - CLUSTERS SCALE I'-1' �, esy m srrtoraxvoAwnvwxauustix • - Ixsrauanox,exrnxewartAovrx I�t'p;. � I� /R ai MSAN 10WWATix NNM g II aa Re,[ MFANOIGHWA1ER 14:*i`ti MEAN IDIApI,pyp WATER -- " - r vAli I SEP ,2 3 `2015 �J ! s Southold Town 9 ---}EXISTING SFAFLOOR - '. � ,< �.. -_ �', _ y ''r.•s., _ _ - `F :I ", CAOSS \46W IFULLCROSSVIItilV j: INSTALLATION OF TEMPORARY PILING CLUSTERS ' � 1 GAROINERS BAY,CROSS SOUND FERRY DOCKING FACILNY ixasa,eA I�'�?'WP r s Fo6TOF STATE ROAD 25(EILSTERN TERMINUS) VILLAGE OFORIENT,NY - �cex,er APPUCANT&PROPERTYOWNER• ' - CROSS SOUND FERRYSERVICES,2fERRYST. - - NEW LONDON,Cr 05320 ICHIP BRISCOE,CROSS SOUND FERRY SERVICES i--- Apo /,TO 2so I 31? 35p AUGUST.20,3014 ` I Hao _Hso S7o ,.eo.m` I -7 > N r a 58 r Cy') o r- - N I � r � o :q 11 W C" cA PROPOSED RECONSTRUCTION OF 242 ft OF L%nssS�vu'F�r P, BULKHEAD WITHIN 18"OF EXISTING BULKHEAD, Zoos PLACE APPROXIMATELY 51.6 TOTAL CUBIC r v ' YARDS FILL BETWEEN EXISTING BULKHEAD AND NEW Z-PILE OR STEEL PLATE BULKHEAD. OVERHEAD VIEW OF PROJECT SITE j f . I fo�/.cce�sfruc�tJ /d iwse�een��fe 6nr iu w14" A{n a •.." -�-'-.-___..- _.-_.- -- LL 1 NOTED At tbisjunction z-pile will mate up to 318"steel plate.This will be accomplished by removing one side oft-pile interlock system and welding to end of steel plate.Welding t by \ will be both sides,continuous.With interlock in place on steel plate,z-pile sectionwill ' now be slid into locking guide and form transition between z-pile and steel plate.This I 1! method will also be used to form transition ofsame nature located at the comer of east r i ramp. 1 SB ti +7� e vis.Ae 1 NOTES � Sec fore F J I Existing rip rep will be moved if ncc a retu to install new z-pile A&e:z-pale ivstillanon rip rap wall be re[umed to original location. - I o- l - _- -�/o 0ex�s -_ -- s�� - y P4asen-ai an/ 6oaidin rax [- NOTE F � Steel plain will be Httad mound exisWg I-beams supporting Ffv TiN CaNeecld C.Lopgp E!tlXyE<a Passenger only boarding ramp 1 SoudY+,Seed 1 recon An7¢e✓ I Coeor�a 6eardN•+J I I � I /n�.3'Y3'rd'Canc1 6/ecE•r i v'h.h�lazn link{.G,cG ' 6 I � /,eafien e'f-a�oea./fie6,� VCQ��/�G 7 T mv�n�gh e✓a-fir r Bulkhead Replacement C/y/En..n foal Wer-ferl Gardeners Bay,Cross Sound Ferry Terminal Town ofSoathobl ! t - Cross Sound Ferry,Applicant I - -October 19.2005 a -- me",Sde 8✓klxeoa/ J � To De Reco�s�ruG�ec! __a�a . I /eeens�iuC�e�e//ae�/k/eee�/u..i�f Z-Ale- ' . vm • APPROVn"A4 PFA Ttltlt4 I t -CROSS SOUND FERRY DOCKING FACILITY * r�� INSTALLATION_ OF TEMPORARY PILING CLUSTERS /��� ♦�\�J'�ll f-- \ ^b` w"'I..�e aY �` I SCALE I- 20' c• t., `Z ' GARDINE:RS SAY ` "-- �\< 1 - ,11 _i {\ t`Bt �1 im •° - - - ,�ur%5; * ��. ,f.' i' \''. •�„ �'`, xl;, t' �A-r; 'le (3)TEMPORARY PIUNG CLUSTERS `- 111 •I ��4t t i - l- �1- 1 '�- - .�- <<fi i '�*�.µ�?�F;ia'�,%�+•,. _ �'S"', , 'f�'wn�r };'a�"-n , - g •iC.i-=s �<,;. •..�� �" - ...`' 1" i a^cv'�•c`�,Y;: x, r: _ id ,l:! ku:: ' `D/IIIIB ROY. p•E�pY g`�' �g�g � 9 � 7 ,\t\{1; •��'�, � �r__ n � �« 'sf 1�y •- _ • _ ' � �R #�C � ('.^•; m8 t - _J - ` � °k� \ ^>�S .-`„�'� � h_~•. .i - '�"i� A4�fii 7atary.v ,. , ,rc(_ _ ( - (• n t ��.. s "� \ e8� ^�� `�\. 1 '\ '"' :t:' c,.i#:� .'x,;,� •��'.r;=f. x�r�tS�.S�';, �S�a ` � � � 1 - t,t+ t ll' `,\`\i .\, - - «ti .:'=�v,. `''.': ��i ,d}r';o-�•, ��F.tie,- �} ,7 . ..- 1l - r' \ �- i �� •i, 1, {'*�. i. ON 1 45.1 ' _ a - .. - •.h�` - � ; �"iiri(41:. -':J .s `:(:. A .`'�:,'• , ` _ if �•, �'-•,,ti,:i3'�,, . , - _-_ _•_/�,. �� _ - __ ' t��'i1y}•,_ � .. -�^� .qa re. -� Wil• i .. f Y1Y �Tr� � Y _il,- �}'h- n: +'�, 7 _• _ , '' r •n6;- '.-rs♦,y: % s� -.^ltf g 11 �;. \� :,•.b ,:r�.Y.' . _ '-__ -_5 — '_.. /y - - _. _ `-r._,_.:`z.-. r,,. •'Ir .}•. -'°:w i,"y�t, ,zv:•yr,"', 4.,�, (4)TEMPORARY PILING CLUSTERS }[� '�•�" _ . i :gt � •AL3;� I ___ -_',_ _— 41 � ���'f - rF, �k(f �j/I} '•. , �`,M...�..,..r a...�...m.,r.�.�. '� ;''t_ s•f�'y�i k�:�, r�. - i -j___ ,- a .� �I 1!I � j(1/I1( yin,i �� � / til�� / � rd•-rr� ���y��.,�Y/r Y,n m gym— ,'t,` � � , ' '� '}I i � k'• r /• ,,° .i �, t w"w'0Y� m streor,aerowrcquxd__tatusiq. - .��� I � +, r � ,� L,r 1 - •� t e• �Y{° u �. _oa*aunnowsnwisWa.Rotrtx l L /� 4 y n 7 , 1 ' C 'S i �,I t,• I ���'fr f: IL'i l •i.' oi�..`°'4'.Iiq � _}'' `� .6• y - _ sill I 1 t• t INSTALLATION OF TEMPORARY PILING CLUSTERS / � It•'' ` - . GARDINERS BAY,CROSS SOUND FERRY DOCKING FACILITY —� _ /_ •!l 11 1 f Y..-.— $� 1f VILLAGE OF ORIENT,NY _ \ —'—�• 1 ' 1--� '� ` '+ '\'f i?�''' t' APPLICANT;CROSS SOUND FERRY SERVICES,2 FERRY ST. 1 SC q(p 1•=20' �.��• ; al� - _ I• i='= '••'"� NEW LONDON,Cr 06320 PREPARER CHIP BRISCOE,CROSS SOUND FERRY SERVICES I SEP 2 3 2015T20 3034 I I yk .,a,.a '4ue a 000r� A. LJ $out cold IOWA - T e • 4, SEP 2 3 2015smdf�i,:Imp ? �/ / O. y; o s, t-' k�!r' �. _ %- r 9 40 J d \ ? 7 Y R1AOE L162 1 }'ASj�� imL. sroNcs , - 1�pA „ ♦ sCTY/IRL'!-1}D-tat,ll.t,121,19.MI.35 ANO as SURVEY OF PROPERTY �4a' >arn.Nm vox TEST BORING + ++` f CROSS SOUND FERRY r AU01 RIG YAY 1;100Y J, '! � V SITUATE AT ORIENT TOWN a wumW) Wvv Cm.l.NEN vawn NORTON BROTHERS DUNN ID DRAM BY UA E N OnTE SCnL£ � P�c°b/AMbY]6�2Yv/,patFBogI9RIfI p �m v n[umw uarmi�arl ?3Y30 WY).IOOB 1'.A' l PR03ECT LOCATION j REPAIR OF LKHE AT ORIENT POINT CROSS SOUND FERRY V 41270 MAIN ROAD ORIENT, NEW YORK 1881-09 SEPTEMBER 4,2015 LOCATION MAP: FJ=i ? 1' \ ° swn r-awv h � I � lk 3 SEP 2 3 2015 `I Southold�Town a f T PREPARED FOR: CROSS SOUND FERRY SERVICES,INC. 2 FERRY STREET NEW LONDON,CONNECTICUT 06320 PROJECT SITE VICINITY MAP: LIST OF DRAWINGS ° NO NAME TITLE a em 01 — TITLE SHEET 02 EX-01 EXISTING CONDITIONS 03-04 DEMO-01 TO DEMO-02 DEMOLITION PLANS 05-06 PLN-01 TO PLN-02 PROPOSED LAYOUT PLANS 07-08 RES-01 TO RES-02 RESTORATION PLANS 09-10 MPT-01 TO MPT-02 MAINTENANCE&PROTECTION OF TRAFFIC 11-12 STR-01 TO STR-02 RAMP LIFTING FRAME PLANS PREPARED BY: 13-18 BLK-1 TO BLK-6 BULKHEAD PLANS NYDOT STANDARD DETAIL SHEETS %"'MIIANE &MACBRooW • • 1(_ 99 Realty Dnve ChMhae,Connecticut 06410 (203)271-1773 Fm(203)272-9733 www miloneandmacbmom cum Know whaes below. C811 before you dig. www.newyork-Bil.com M a �m5 f 1 " Existing CR: lock \\\ \ Re[arniBng Wall I Building 99 ----_—`` \ I i FF=9 31 V 11 ti/ &ggg _ \ I bit / C — q Conc Pad I i { tt \ SEP 2 3 2015 " — � Southold Tawn --- \ 1 / V Beach \ �• \\\ 0,ick Snlewal'\ 11gardTrustees .s \ •\ Conc Blocks —1 ^ MHW Elev +0 9' _ N � e o MLW Elev -1 7' \ ------ \ \ \ o _teal Y \\ 1 ! a v I 4 GP Beach �' z F \ £ Are a I �) ——————— all ------ a1 ---- ^ -3 \--------. i` I \ y r 1\ 3 c Conc \\ � li CP \\ Winch \ m Z ��•anw �) f \\ I \\ Cable — — ----- APPr, Box Lever Y " __ ,\ / \ Conc a JCywJ� NW—�— �— _ --� ( \ — System ----- --' ----------- --- ( I r \ LIP Game/ CP (\ - -.-.'"_ L --- I \ Crank ----—� — Wheel — fHinge \ J \ - -- i f l i Pulley I 1\ c \ y —.----'— ( Conc it i i l I \ \ a"�Mt \ " nw 6 .--age /-BealJi�'` _--r '— -'a''�_ '�—\_�— Z O s a Pulley i MotorIt fJ W Mettlry O �� Metal i Cab ------ / d' Col I-Beam i C O Col Conc I Metal Rope Tieoff D P I Pulley -------- i ( / % �.. i col IQ,_I_ i i ---- 2 r' t - 1 gol f i I// Meta Cleat I I co/ _ s / ----- G Y LLL Y I I ) ) \ LLI f I I d } I I I ❑ \ \ / --/ Z J X. f I I J / Metal Sheeting I I ❑I �I I I I �' P�I�y---- \\ \\ / —r '---- m Z a 0 1\✓'.-- (� j !I (j % i/ I-Beam Plug I I i cot ❑ I I I I ❑ — '-- \\ \\ \\` l i��---'-- ---_—_ V LL 0 rY 3 Metal Sheehn9 I I - - 1-----\ \\ \\ �\ j r -=-_.. 0 fn Z Z ( I 1 I I Ico/ \Hinge / 1 L� �\ \ r / / --- \\ Z Y s Hinge —� I I I % /\ y \ �\ % % —' F Q y 2 Z I l \ 1�------ ---' �\ , I I I \ Metal Lgge 1 j j \_— , �� i/ ------ \\ X w W N a col Metal\\` \\\ \( e 1 C �` �� --- -�r r"-` _\\ Y W W U a O ------�--- eeting - --- i ({ ) f� ) ) r/ r/- _ ^_> / 'ta - I \- \� \ `\ J \`\ \ 'te--"— _j \\ (\ SEP GDJ <� \ _ ' ) / / / / /t I f yq•- . _\ �� _-----, \ coi I\---- -��-1\ \\�~\'�--.\\�� - ----/ ^�\�_�'.�i ---�- ----_ \\ \�\\ r,EscM® onnvm wEc� cot - ----- \ \ -1�_ - - - �-- \ -- -� -- ------ \�-- �� - -------- SEPT.4,2016 Metal 1881-07 13#efow \---6/---6 ----��`-- \--- ----- -\ \ l 1 Ale ClAppro(i Locltar sari of onnvm oeo 02 Capniytl Nbm 6 Ms9mn Iro A15 Bir tjµt' q\�7Jj�J ��^^ Drj L1 YConc Padi pul i SEP 2 3 2015 ` O NOF POS528�E UNDER ROUND UTILITIES / \ \ RE U KN WN.CONTRACT IRDS 1ALL INVESTIGATE \\ \\ Beach �\ A SE TEST PITS TO LOCATE PRIOR TO THE / \\ f Brick Sidewalf\ START OF CONSTRUCTION / \\ I^ Southold Town \ Conc Blocks - f Trustees �+ MHW EIev +09' _ Y- � •A,. - lid eine BY D QF [RUST \ `—`----- --- - \ \ Cyt 1 \ _��- \ •%., e,t ,r / m Cc MLW EIev -1 T 24 GP a Gate --- - \ / Beach / \\ F 1 \ Bit // CONCRETE WALL \ I / TO REMOVAL I zz I --—— I / -—————— I REMOVE CONCRETE SLAB m REMOVE SECTION OF RAMP,STORE _ AND REPLACE AFTER COMPLETION OF DEADMAN STEEL SHEET PILE,WATERI l! t21'-5" - / �_ REMOVE,STORE AND &STEEL TIE RODS ARE INSTALLED / /' REINSTALL IF REQUIRED Bir — —_---a I N _ LEAVE SLAB IN THIS AREA l ---------------z-------REMOVE PORTION OF_' / —� P i \\ '—�\ 3 ° C c i CONCRETE SLAB// GP \\ Winch � m — r — \ m t24'-0" - _ _— —i—` wimp=""------ -- Conc \\ Cabl C / \ Bo — Lever N ---� System --_._-------_--- -- --- — GP ---I _r Gare ' ( _ --o L I Crank L � --- I \ __-- _—r-------- Wheel REMOVE PILE SUPPORT AND /�/ i Hinge \ Pulley SECCION AF TRANSVERSE BEAM — '-----------' ( Pulley Y ucwyi u�w_ f _ cont �i J I I 640 BEA JN \ 1 - m I-Beale REMOVE ST�E�Bim— —` — w R7CCE ` \� i AND BRACE- (7 1 5 i Pulley i Motor I ' _—____-"—_ _ `------''� 47 Z (l ' j! ( � Cable �! � i d f // Metal sl I O 0 Metal Box --- _ Z F.. colo Y !-Beam I i I m // — — a — __-- '/�'// q Z / / P---- O c°r Conc i i et r I m REMOVE ALL PULLEYS, — a w r i i 3l-'l� WIRE ROPE AND STORE a C --_ Rope Tieoff �` o a O P i i Pu eY ' i _---- / \\ - Q O C.1 q0 I Ieta eat I �\ `s / O } j Metal Sheeting I I ❑ I Y--- \� \ / _ —�— w = Q' Plug I I of I ^� \ \ / i ------ Y LL r / j f-beam Meal Sheeting I -Lir` --- \ \ `\ / / / . — 08 = O O v \ � '— \ OJLLN=Hinge / I ADOEEL PIL LL K Metal.pdi BEAMS O \ LU C.1 etal Rope F_\_`----- — ' ----c \ern9 cho d O W LU w V i2 Cor \— —/ \\ \`_\��\`�.`_------J ����= /1---/ / ----'\ \\ col --- \ ��— `-------- — _ -----' 1 — \ - N — — i J I 6 I IJ % j j \\� )�\ ~ _ \\�`\�`— — `--- _ __--_ i \ occ"m — P ! a¢c� Meta! —ra_ — ---- \ l \\> \\ \\ I— —`�� \\ \\__—% game _ —REMOVE STEEL PILES �— \-- \ —— --- --- �`` \ \ \\ SEPTA,2016 --- `rs----- —�� ( ( ( ( ) ) \ ( ( \ { ppelow `—__6 AND B MS _ \ C /� { /i �_�— \\ 1 \ \ j 1881-07 �APprot(Loc)tyon of l REMOVE SECTION OF RAMP,STORE AND REPLACE RAMP TO BE REMOVED AND DEMO-01 AFTER COMPLETION OF STEEL SHEET PILE REHABILITATED BY CROSS onav"°"o BULKHEADS,WATER&ANCHOR RODS ARE COMPLETED STAGE I— DEMOLITION SOUND FERRY SERVICES SCALE: 1"=10'-0" 03 mm_.__ E 1 REMOVE RIPRAP WITHIN �3 I concvae i LIMITS OF PROPOSED STEEL SHEET PILE BULKHEADj ` ► S EP 2 3 2015 Beach \\ REMOVE CONCRETE BLOCK WALL, j \�\ Brick Sidewa,lt\ Southold Town --___ BLOCKS TO REMAIN PROPERTY OF / \ m T U V _-___-- ----t _ CROSS SOUND FERRY /-SAW REMOVE BITUMINOUS / \ C v' CONCRETE PAVEMENT / \ cont Blocks CUT PAVEMENT / \\\ _ x 50'-0" \ m \ MHW Etev e AiL ----- ----yam\ MLWElev -17' \ a \ / s -- REMOVE FENCE � ------- Q \ ��\ GP ~ Gate Go / o Beach / Bit I -- -- _ / a I I REMOVE STORE AND -- -I _ w I REINSTALL GATE l` c REMOVE I Bit Il -- ----a TIMBER PILES 1 REMOVE,STORE AND REINSTALL ALL PULLEYS m s r I --------- I (" -----a` AND WIRE ROPE �-----^- REMOVE FENCE Gp y yHw�� •,- - / J \\ I Conc \ Ca e s wxr=�� REMOVE STEEL BEAM AND ti \\ SAW CUT ox S _- o Lever System N — __----- I I f DIAGONAL BRACE(TYP. * \ cP Gate ( v0 Crank l� OF BOTH SIDES OF RAMP) ---- GP I\\ - ------ --�--- --'------------- -r,_.--------_ __ I \ Wheel - f' Hl \ J \ ------ - I � 1 y (I REMOVE ne ulle c\\ w fmve—w_ I TIMBER PILE i i \- ) \ 6 -mange 1_Be�m z-- - -s- -- __ ° i LU Motor �jI i' I ---i __- --'-'' U) Z 1 it _ Cable .i I i i �-` � O If f // Meta1�1 I tal i Box Z d - J _ I co, v /-Be I i i w ��.��' _-----�- __- �-,-�� - g Z - O tai O Conc i i Metal i i � --�' d W _ a R Tie ff v i i Pulley -� i --� �\ // J O qo,d Metah Cleat I f 1 \ " f I I I I I I Pwr€y \\ \ / -----' w Q j Metal Sheeting I I ❑ _ / -- W W Iu Pm I I I of I I I I I -- — `\ \\ / _ DC = LLl Bea Metal Sheeb I I I ❑ I I ❑ -` x,----\ \\ \\ �� i /.moi ----�� etf J LL C �S I I — I I I (Hinge i _ % ) \tom \`\\✓/ // / _ --- — Z pip Z a 0 i e I I I / !\ ti \ \ \/ i LL � z Metal page(\ / 1 \` \� \-_.___. �// '- �\ J 0 U) I Metal \ S -/ .i` \ O W Z _ ----- ; Co} \`9��_ \`` \�``r``✓�/ r� \\ \\\ i ------_� _ /-,------\\ 2 Q N 0 Z Uj v O ---- �\ _ --- ------------ �.�\ j o� mow~ �-----,�`—,\ —`�--�.------------------ �------�—' �\\ \t � 1.._10' \) \ S 1 ( C ! \ \\ \ \\ -game - ---- _-\-- \ _--i-'- ^^ \ \\ SEPT.4.2016 ! ( \ [ \ - \ \ below - ----- �\ �\ -\ i Dere -- I j \i ( \ �\ 1881-07 F- I I : I-ApproX Loc)tton of S J �-�- ,N--� \ \ l \ � Rto.Ecixo REMOVE STEEL COLUMNS RAMP TO BE REMOVED REMOVE STEEL COLUMNS DEMO-02 AND REHABILITATED BY , wp"„, CROSS SOUND FERRY STAGE II - DEMOLITION SCALE:1"=10'-0" 04 WWnydnuMe6Mabmnlm A15 s \ 1 Existing ® Conc frock 1 T6Rorain,ngwau I - BF=19131 NOTE: e ~� I Bit / SEE SHEETS BLK-1 TO BLK-6 FOR DETAILED BULKHEAD PLANS. `\ I cone pad _ Beach Brick Sidewalk, !IL SEP 2 3 2015 � STEEL ANCHOR ROD % \ Conc Blocks 1 (TYP) j/ \\\\ l SCUT old Towns DEADMAN STEEL / o r MHW Elev +09" ``� "' \ B f Trustees <^e SHEET PILE(TYP.)/ c \ _ -------- \ —� ———— `\ — DEADMAN WALE l 3 s _ \--.----- ----- MLW Elev -1 7' z L-----------.----- l \ O p -- `\\ GP —_.._.� \ / Gate r, Z Beach F Bit W I \ --- --- _--- — /STEEL SHEET PILE ---- / BULKHEAD(TYP.) BULKHEAD WALE(TYP.) 'f a — --- —a \ STEEL SHEET PILE BULKHEAD(TYP.) s _ ( -------- \--------� / 1 \\ f ) I c I--� I 1 CAnc win ble 1 1 I 'u - BIW Approx WEST RAMP LIFTING FRAME \ i Conc I I ox I L el i 1 wxwf uxru"u� �� (See --------I —I r —� (SEE SHEET STR-02) um 5 tem 1 L. `�- Gp \\ 1 Crank 1 1 ----- _.----- -__ - o 1--�'_----- I Wheel ,.....----------------_ —_ -----------' f( �� Conc -T1 \� \ J-6 —T�nge 1 I Bea viw��u"—u `-- Z 1 - -- a 1 -- f- % Moto I I I I ____-- --- Z Z CLu ble 1 1 1 / ' a a ( / Metal i'IeaL I O I h t ox 1 1 1/ - _ --- 0 I s' '(TY ) _ Coo i I-BE in 1 1 /A / w �` - -n--- b1 F WAtE P. { cot o Conc iet� O D } Ropj Tleoff I s v I 1 Palle ---�/ \\ / � D ( _ I t { WALE \ %— `--_��' 0 -j YW. Y / I f - I 1 coi ���\ s\ j ---- rJ Z ¢ o > Metal Sheeting I I I I O - pylr�y \\ \ / __ ---- p M = O } L } ) i �� plug i� I I Col I I -- -`____ \\\ \\\` j r , --- --- N O LU LL o z l" I / l I-seam I I 1 9 I I 8 - \� i / ---- to z l r (S 1 i i Meal Sheebng —` I I Icor \Hinge I — —\) \L\���`\� // // /�� ----�� ----�•� d Q N � 1- I I I I y / O 0_ o rew \ / (J _ _ Hinge I I EAST FXAMP LIFTI FRAME% ~>..��� i / \� W W w a rr -__J \ J ) \ l-----____-_ - \\ I I I l Metal gel k \--- -----_ \ OL O: V v 0 1 1 1 � - cot Metal R > i - - \ \ \ \ tEE�HE STR-Of)- i \ 1 \ I l > / ---VEHICLE ACCESS RAMP ABOVE l Co S(ieehn `� _ \�\ l� o0. l '` \ —� / i------� \ __ ) 9 Anchor ✓� f \\ \\ i�---_— \ \ SEP GDJ I / BE REMOVED-AND-REPEAGED \-- iJ ( I f ) r %/ '�— ` -is L / �6E TEMP Rf1RY DOLP19�f!"y�' S / \ �\ —`` ``_car cot _-- \ �— -----� � — — ' -- --\ \\ \\ 1"=10' _ J / PL N ONSHEET P -OZ/ / �� ` --_ ----` \� � \ 1 ''h(� — —LE r------1 ,� b I Irk/ / / ` \\ \\ \ \`— —�7EH1 E ACCESSAAMP-ABOVE- ------ ----- \ I \tel \\ w E SEPT.4.2015 \ lO BF REEMTSVED AND REPjACED---------y— —� � \ \ l \ \, } 1 \\\ —\\ \`. \ \\v__s / -Frame --- —\ \---1T 1881-07 \ ------------ _' \\ \\\ \\\ \\ \ ( ( ( ) \ ! ( e/ow --`6- — ��— '` ) \\ PLN-01 --J I / ) I \ \, 6 ^-` --is------ �\ \ c� \ l\ 1 J / ) i f ( / > ;--- 1 1 l ll AppM�(Loci on of l --,_-- \ \ l 1 \ I / Y' \ \ �\ PASSENGER IrOARDINdgAMP TO Ple Clpster(Tyy) ) j S� '`--_ 1 ( BEREM9`EDAND�REPLACED 1\ % �/ I j ---- �i� �� \\ \\ ��\ // % I \ OG (� —ta— - �\ \ \ ( / / \ J l \ 1 no�a�µ ..i. ,•, ,s 4 _ I SEP 2 3 2015 ?` Southold Town II� STAGE TWO Board f Trustees K- TEMPORARfEbLPHIN �/;/V,.r r, � wrJj/ �>rOF 3) I I I [I I I I A\\\I\ �\\ ��'`�v�.�...�.�i-^�_��-,-•�'1� /^'Jr/-��/i-r�100'-0„ � o N 8 } \ i { d // \\ / --�_ ✓J / —� i��� li APPROXIMATE CENTERLINE \ I � I I I y }I��� \ \ ✓ �+ / \ P% OF EXISTING DOLPHINS Ci MR STAGE ONE a Z70F PORARY DOLPHIN /// 4) / / / 70, _ -.� 100'-0„ ' 0.. 1 1 1 1 I L\ /k\1 TEMPORARY DOLPHIN STAGING PLAN r II ! ! SCALE:1"=30' )x, (5)INNER STEEL PILES TOP OF PILES TO BE SET STEEL KING PILE ±16.5'ABOVE MEAN HIGH WATER (40)OUTSIDE ZQ TIMBER PILES J Z a a c� Z z LU F o 6 WRAPS OF 1"0 GALVANIZED CABLE = pQ >. PLAN STAPLED TO EACH PILE AT EVERY TURN, p• W w TURN ENDS BACK AND DOUBLE STABLE. 'J 2 W PILES TO BE IN CONTACT AND CABLE TIGHT G J LL Y BEFORE STAPLING AT THE TOP. m Z 0 LL o 0: O uJ Z Z a gym 2 a O w N FW- � U a O I.LEP I GDJ wsc� 1"=30' scue SEPT.4,2015 ELEVATION TYPICAL TEMPORARY DOLPHIN PILING CLUSTER —NO 1881-07 NOT TO SCALE PLN-02 NOTE EACH TEMPORARY DOLPHIN PILING CLUSTER WILL CONSIST OF(5)INNER STEEL PIPES OC SURROUNDED BY-(40)60'OAK PILINGS DRIVEN TO REFUSAL V c�nynMa°.an�a°unm m,s •a ap$ 15 ry FF=9 31 1y"12.5 F1 TOP COURSE HMA, EN / 60 ERIE COMPACTION e 2"19 F9 BINDER COURSE HMA, \ I 60 SERIES COMPACTION Conc e s 4"37.5 F9 BASE COURSE HMA, o 60 SERIES COMPACTION 15'SUBBASE COURSE, ? / I TYPE 2(TWO LIFTS) GEOSYNTHETIC REINFORCEMENT (SEE NOTE 1) I Beach Bnck Sidewalk\ co TYPICAL BITUMINOUS ncBlocks ROADWAY SECTION ' NOT TO SCALE 8 MHW Elev +0 9' 2 `\ NOTE: IM Q / 1. INSTALL GEOSYNTHETIC REINFORCEMENT (BI-AXIAL WITH E C, / \ MINIMUM TENSILE STRENGTH OF 650 POUNDS PER LINEAR FOOT AT V 3 5%STRAIN)MIDWAY BETWEEN TOP OF SUBGRADE AND BOTTOM OF o N BASECOURSE. GEOSYNTHETIC REINFORCEMENT SHALL ME THE REQUIREMENTS OF SECTION 737-07-GEOGRID OF THE STANDARD SPECIFICATIONS. �1 'e o 9 ———— —_�_ „�W \ t \ 2. TACK COAT SHALL BE APPLIED BETWEEN EACH ASPHALT COURSE. 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INSTAL \ I I sb Y DOLPHINS I G1 t$ 45 PILE CLUSTER TEMPORARY I ' E6V 2. INSTALL \ RY CONCRETE BARRIER WITH WARNING LIGHTS a I I Cont Pd i 3, INSTALL TEMPORA SEP 2 3 2015 } , 4. REMOVE EXISTING CONCRETE SLAB,SEE LIMITS ON STAGE DEMOLITION PLAN \ O \ 1 i \\ \ 15'CONSTRUCTION GATE \\ L \ p \� 5. CONTACT CROSS SOUND FERRY SERVICES TO REMOVE EXISTING e \ \\\ Sout�old lawn I STEEL RAMP \ t7 Basch \\ ` / \\ ricIewI I 6. RE BULKHEAD SUPPORT STRUCTURES Bk Sdal6\ TE EXISTING RA \ / \ ,m 1---- / - 7 INSTALL SHEET PILE BULKHEAD SYSTEM -t -- FERRY ACCESS TO / \ Conc Blocks _ REMAIN OPEN AT ! LL PROPOSED RAMP SUPPORT PILES AND BEAMS 3 / \ Q B. IN O1— '� ALL TIMES ! \ o m / \ CONTACT CROSS SOUND FERRY SERVICES TO INSTALL REHABILITATED MHW Elev +0 9' RAMP ALL PULLEYS AND WIRE ROPE CONTROL SYSTEM ON NEW RAMP - 10. REINST 3 1 \ ` STRUCTURE � \ LL BITUMINOUS PAVEMENT STRUCTURE TO DISTURBED AREAS ` \�-- 1 11. INSTA -n Y ^` t30'-0" SILT FENCE-TEMPORARY c N -____-_-"tea-- \\�H-� '_-----_ `� \ -8.c� s\ „ ��• M \ \ TEMPORARY CONCRETE k v \-` \ BARRIER(UNPINNED)WITH WARNING LIGHTS ---------5 e GP Gate \ / Beach \\ £ \\ Bit � y - I a I� % AREA ------ , —4 I � I 3 _ 3 -------- 1 \ \ Conc ;; /� /i - \ E Cable Conc Box a Lever _- - � \ m System -^ \ GP Gate/ GP i\ __ --^----.---.-.-------'+ Crank -._-- / �--------_ I \ Wheel -."- W f` Hinge J \ / I Pulley e Pulley f Conc { \ I \ uuv n Y , Yew vim.- J Z Pulley , - Motor i I --�^'. _'---`-- -.-- -- ' I C) a J Cable i i Z If ./ Me[alsleat.- - I O Q' Metal I Box i' i a / --.--- /�� - W W - I col P I-Beam i I w _ -ate- Do 1 / % ��� i ❑ O �l Conc Metal ��/-- .-.-_- ' U1 0 ❑ ❑ 0 - \ TURBIDITY CURTAIN / Q Rope Peaff c — 50 P Pulley - i // Q >.col pl_ - I I _ \\ J W q.1 Meta�Cleat I I col /\ s / = W >r Metal Sheeting j El d PYIlEy \\\ \\\ % __- --- Z j o M ( ) Plug I Coi I I I II C] _ ~\ \ \ / --^ ------ 0 m Z a > Feeam Metal Sheeting �I I i I ---.�.\ \\\\.�\~�..�\ /i/ / /�----' --- V LL 0 K (S { ( I Ico1 lHmge L` e-.\ \�-/ // l ��"r \� V W Z Z Hinge i I L` i i ; /._'---- -- . \\ 1 I �I:. 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REMOVE EXISTING PAVEMENT,SEE LIMITS ON STAGE 2 DEMOLITION PLAN \\\\ — \\a ` \\\ \\\ Board of Tr s ee 6. CONTACT CROSS SOUND FERRY SERVICES TO REMOVE EXISTING STEEL RAMP \\ Brick Sidewa 7. REMOVE EXISTING RAMP SUPPORT STRUCTURES Beach \\ \ \\ mQ 8. INSTALL SHEET PILE BULKHEAD SYSTEM ---i -- 8. ACCESS TfcS FERRY TO \ Conc Blocks REMAIN PEN AT ALL `\ " p 9. INSTALL PROPOSED RAMP SUPPORT PILES AND BEAMS %(MES \\ N e o c o 10. CONTACT CROSS SOUND FERRY SERVICES TO INSTALL REHABILITATED RAMP n MHW Elev +0 9' 11. REINSTALL PULLEYS AND WIRE ROPE CONTROL SYSTEM ON NEW RAMP STRUCTURE I \\ \\ ry 12. INSTALL BITUMINOUS PAVEMENT STRUCTURE IN DISTURBED AREAS TEMPORARY CONCRETE \ F+ a Z I BARRIER(UNPINNED)WITH `\�\ WARNING LIGHTS \\ / \ as -1 7' \ I\----- - \ \ u c \ •� I Q G \\I \\\ ------5 GP ate / z \\ I \ G Beach i ooF. B,t j \\ WORK --`I� AREA_----- I 1 TURBIDITY CURTAIN I Bit -- —° I ------ — —L Conc -- P I ) \ GP `\\\ Winch /�� 2 —_.—� — Wnr — u�m — --_ \ i — -y-- M \ I \\ Cable --- I \ Conc Box a Lever --------------- \\ / -- System12 _----- - -n--- W GP GdCe/- GP �\ Q -- � \ Crank Wheel Pulley i PulleyIi _ � '" ----"- - —W- ��` _ OFZConc �— Rrnge 0 -6 Z ' a Motor i { i .�� W W Pulley It i � ' Cable yi i. i v - "------------ U) O M_etbl - I it Metal i Box i i i ti .ia- _ -�� O F• \!e - i coOO I-Beam i Conc i i Metal i ±� I'/ O co,\ iii - -- �� __-- Rope Teoff O P i Pulley " ' I \\ /— --- _ = W of i I Meta�Cleat I col \ / — Z O Q O col I �\ 0 � qol d I I ❑ Pyir€y, _ �\ \\ ----- V U. 0 3 Metal Sheeting Plug I I I ❑I I \\�.`_ �/ /ice I V O N Z z I I coi I I ❑ \ / I I ❑ --' \ \ �� \may/ / / --- U- N a �/ I-Beam _Metal Sheen i I (col (Hinge / /\ y `\\ \`\ i/ // / LL d O or W / I I Hinge I I I % / ? / l� _/ // ��„�-- -\ ¢ W r p� Metal \e 1\ O J \ /--------_— \ \ \ 1 l \ ��------ / I/ -- \ l I I Ir \ I -- \`-- cot I Metal - \ l l 1\ \ �i i Sheeting \An`or���� r NP 14 l / 1 I I/ tigr— ` ----1 `_ col -- \ `— `— — — — --- \ sue cot � ------- ---'— \ � ---- \` �\ I � / ( I ( / / /ti / i-.•, ` \\ 1� ` -- — _ �._—__ -- __ _ _ � \ SEPT.4,2015 1881-07 C \ \ \ �� h?etal \ ( \ \ \ h \ \` > > I \ C C t' ( 1 \�. \\ I below ---CS ��---- "is--- \\ \ l l \ MPT-02 --^\\ \ \ \ / I pvsxxceo j i-_-- i l\ / \ I-Appr.(�Loc�tlon of STAGE II 10 SCALE: 1"=10'-0" SET"o c,A.nyiw<maa�ni-aws 1 r} - 3 APPROXIMATE LOCATION 3 OF PULLEY ATTACHMENT p; (PULLEY SUPPORT BEAMS F NOT SHOWN FOR CLARITY) REMOVE&REPLACE A a (SEE NOTE 1) PORTION OF EXISTING x CUT BEAM TO FIT FLUSH c BEAM TO INSTALL PILE 6 REPLACED a+ AGAINST PILE(TYP.) * Existing IN. GIRDER SECTION N Hinge S b ------------------ -----------_----------=----------_----------_------ — - --------------------- ------------------- -------- - ------ - - -- ---- i Existing Column ----------------------- -------------------y -------------------------------------------------------------------------, Existing ------------------�- +------------------------------ ------------------------------------' Girder Existing Ramp to be -------------------�- 1--------------------------------------------------- --------- P+ Removed and Replaced — 1 — — — — ------------------- r�----------------------- -------------- — Ewsbng Girder o N g Or ^ -------------------y - ---------------------------- _ Section ELEVATION $ M -------7-=-------- — — — ----------------------------- ---' ---------------- Li------------------------------------------------------------------------ . REMOVE AND REPLACE " ------------------�- 1------------------------------— — — —-- S ° . 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W14x82(TYP.) a APPROXIMATE LOCATION Existing Girder OF PULLEY ATTACHMENT 2'-74 2-74 26'-11" Section PLAN F (PULLEY SUPPORT BEAMS a NOT SHOWN FOR CLARITY) 5'-22" GIRDER SPLICE DETAIL a (SEE NOTE 1) EAST RAMP LIFTING FRAME - PLAN NOT TO SCALE o SCALE:K"=V-0" , NOTES I- 1. PROPOSED COLUMNS TO BE CENTERED OVER EXISTING PULLEY LOCATION. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD PRIOR TO DRIVING PILES W14x82 18"x18"x%4" PLATE(TYP.) HSS14x0.625 (TYP-) m iv 1\7 16 1.. BOTH SIDES OF WEB 5-2 2 TOP&BOTTOM OF FLANGES 6'-5" PLAN Z O W 14x82 t26'-1 i" I1. 1 2" 7 16" Z W W P• BOTH SIDES OF WEB � � Ir TOP&BOTTOM OF FLANGES 0 1 2" I a (TYP.) I LL O I I I W 14x82 " Z \ LBOTHSIDES ANGES Z LU o OF WEB TOP FLANGE OF BEAM TO BE LL J LL O 8'-3" ALIGNED WITH TOP FLANGE OF 0. m EXISTING GIRDER TO REMAIN 0 Z W I I I \ REPLACE GIRDER 0 0) ¢ Z SECTION OVER COLUMN z O. O N w 20"x20"x0/4"PLATE W 0 a O I I " HSS14x0.625 W14x82 BOTH SIDES OF WEB KP SEP GDJ HSS1411 625 7 16" (75'MIN.EMBEDMENT)® a NN oN (25'MIN.EMBEDMENT) TOP&BOTTOM OF FLANGES BOTH SIDES OF WEB AS SHOWN (TYP.) TOP&BOTTOM OF FLANGES SCRIE SEPT.4,2015 wre EL.-36t EE17 EL.-76.St �ogaN ELEVATION 1 EAST RAMP LIFTING FRAME - ELEVATION 11 SCALE:-/4"=V-0" if APPROXIMATE LOCATION OF PULLEY ATTACHMENT e (PULLEY SUPPORT BEAMS l _ r q§ r NOT SHOWN FOR CLARITY) B (SEE NOTE 1) CUT BEAM TO FIT FLUSH y x - AGAINST PILE(TYP-) C11 NJ t, } ------_------ CAST-IN-PLACE CONCRETE STEEL COATING: HANDLED IN A NEAT MANNER AND DISPOSED OF sxeHr_I_oF_I_ GENERAL NOTES: LEGALLY GUTTING5,SPOILS,AND DRILL FLUID Iw1G1KAVCo nAssac INC SHALL xo RDINAN a.e I. CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM I. THE SURFACES OF THE STEEL FURNISHED AND ERECTED BE PREVENTED FROM ENTERING THE WATER OF LONG s ETD"" a�x'tr PACE I. STEEL SHEET PILE BULKHEAD HAS BEEN DESIGNED FOR A GOMPRE551VE 5TRENSTH OF 5000 P31 AT 28 DAYS SHALL BE SHOP PRIMED WITH BAR-RUST 235 MULTI 15LAND SOUND. CONTRACTOR FROW=NO Lore 500 PSF LIVE LIVE, ASSOCIATED EARTH LOADS AND PURP05E EPDXY COATIN& AND SHALL BE BLACK IN R-in HYDROSTATIC LOADS. 2 CONCRETE SHALL HAVE A MAXIMUM WATER TO GEMENT COLOR IIS CASINO SHALL HAVE A MINIMUM INSIDE DIAMETER OF b FORE LER FROECTwm1E STATION RATIO OF 0.40. INCHES NOMINAL. Tam CROSS SOUND FERRY TERMINAL 2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN 2 SURFACES SHALL BE GLEANED, AT A MINIMUM, TO STEEL 1D14PECfOR OoFFser MNFFOKr,N8WYORK VERTICAL DATUM OF 1988 (NAVD 86) UNLE55 NOTED 3. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO ALL STRUCTURES PAINTING COUNCIL SURFACE PREPARATION 11.6. ANCHOR ROD SHALL BE INSTALLED THROUGH THE C-1 Mr TEMPORARY CASING. DRILL HOLE AND CASINO MUST GROUNDWAITROS4FAVATIONS HSA ss Dm SaA�u.Fh 7113LIs OTHERWISE. REQUIRL3MENT5 OF AGI 301-10, 'SPECIFICATIONS FOR SPECIFICATIONS SSPG-SPIO PRIOR TO THE APPLICATION ' DRAFT STRUCTURAL CONCRETE FOR BUILDINGS." OF COATING. WORK GLEANED IN ONE DAY MUST BE BE INSTALLED 5TRA16HT AND NO BENDING OF THE AT----Fr ASA o-�S s1�Lo xvr Ivr s�v.. GROUND 4. WORK SHALL COMPLY WITH FEDERAL,STATE,AND LOCAL COATED ON THAT DAY AS SOON A5 POSSIBLE AFTER ANCHOR ROD SHALL BE PERMITTED,NOR SHALL AT-FT ARM-HOues H®wcwL Uro err Gnm,ew.o-.v..•TIDAL LAWS AND STATUTES AND THE REGUIREMENT5 AND 4. READY MIX PLANT EQUIPMENT AND FACILITIES SHALL BLASTING. THE EPDXY SHALL BE APPLIED WHEN THE CHAFFIN&OR CONTACT BETWEEN THE CASINO AND THE H-.1 '70• NOT FOR ANCHOR ROD BE ALLOWED. Mc.+e,-ds rlm-�o s®as,a Mall CONDITIONS OF ALL REGULATORY PERMITS ISSUED FOR CONFORM TO THE "CHECK LIST FOR CERTIFICATION OF SURFACE AND AIR TEMPERATURES ARE AT LEAST 50 � �, MWM.'ee,,:..•"6° CONSTRUCTION THE WORK. READY MIXED CONCRETE PRODUCTION FACILITIES"OF THE DEGREES FAHRENHEIT. SURFACES TO BE COATED SHALL . `«`PN W F.0 a-u _ NRMCA BE COMPLETELY DRY,FREE OF MOISTURE,SOIL,DUST,SALT, 11.1. ANCHOR ROD SHALL BE HELD IN PLACE AT GEN,ER OF 0...dAb-o..no6(Tu) S. EXI5TIN6 CONDITIONS AND DIMENSIONS SHALL BE VERIFIED AND GRIT AT THE TIME OF COATING. CASINO AT BOTH ENDS AND WITH GENTRALIZER5 BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND 5. REINFORGIN6 STEEL SHALL CONFORM TO ASTM 615 GRADE LOCATED NO MORE THAN 4 FEET APART. FABRICATION OR ORDERING OF ANY CONSTRUCTION 60, `SPECIFICATION FOR DEFORMED AND PLAIN BILLET 3. THE COATING SHALL BE APPLIED WITH BRUSH OR SPRAY IN MATERIALS. STEEL BARS FOR CONCRETE REINFORCEMENT'AND SHALL AT LEAST TWO GOAT5 TO A MINIMUM DRY FILM THICKNESS 11.8. TEMPORARY CASINO SHALL BE REMOVED. GROUT BE EPDXY COATED IN COMPLIANCE WITH A5TM A795. OF 18 MILS. EACH COAT SHALL BE COMPLETELY CURED SHALL BE PUMPED INTO THE HOLE A5 CA51N6 15 ' b. SECTIONS AND DETAILS APPLY TO SAME AND SIMILAR BEFORE 5000EEDIN6 GOATS ARE APPLIED A5 PER REMOVED. 1 xo 0.3 TA s 3 3 6 CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE6 DETAILING,FABRICATION,AND ERECTION OF REINFORGIN6 MANUFACTURERS INSTRUCTIONS. PREPARATION AND Lu J HEREIN. STEEL SHALL CONFORM WITH A6I-318 AND AGI'MANUAL OF APPLICATION SHALL BE PERFORMED IN STRICT II.q. GROUT SHALL BE TYPE II PORTLAND GEMENT STANDARD PRACTICE FOR DETAILING, REINFORCED ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS CONFORMING TO A5TM 6-150 WITH A MAXIMUM 1. DAMAGE TO ANY PROPERTY, PRIVATE OR OF PUBLIC CONCRETE 5TRUGTURE5.° AND IN THE PRESENCE OF AN OWNERS REPRESENTATIVE WATER-GEMENT RATIO OF 0.45 AND AN OPTIONAL p m E- TRI1ST, OCCURRING DURING THE CONSTRUCTION BY THE COATED SURFACES,EXCEPT FOR SPLICED AREAS,SHALL GROUP ADMIXTURE USED IN ACCORDANCE WITH THE 0 MANUFACTURERS RECOMMENDATIONS THAT WILL z xA 1! 1zo 10 x4 2A 9 CONTRACTOR, SHALL BE THE RESPONSIBILITY OF THE 1. REINFORCING, STEEL SHALL BE CONTINUOU5 UNLE55 NOT BE IMMERSED FOR AT LEAST 14 DAYS AFTER THE • 1n a CONTRACTOR AND SHALL BE REPAIRED TO THE SPECIFICALLY DETAILED OTHERW15E ON THE CONTRACT APPLICATION OF THE COATING. AFTER DRIVING,ABRADED CONTROL BLEED AND RETARD SET. NO OTHER GROUT ¢ c SATISFACTION OP THE OWNER AT THE EXPENSE OF THE DRAWINGS. PROVIDE DOWNS OR LAP 5PLIGE5 OF THE AND OTHERWISE DAMAGED AREA5 OF COATING, ABOVE ADMIXTURES WILL BE PERMITTED.GEMENT MUST BE 140 Lu w GONTRAGTOR APPROPRIATE GLASS TO MAINTAIN CONTINUITY. MLE55 LOW WATER SHALL BE SENERDU5LY COATED WITH THE FRESH AND SHOULD NOT CONTAIN ANY LUMPS OR , B-o.u.d..oewg-d C7_ 8 8 OTFEM15E SHOWN ON THE CONTRACT DRAWIN65 LAP MATERIAL SPECIFIED BELOW FOR THIS PURPOSE. OTHER INDICATIONS OF HYDRATION THE GROUT SHALL cc W g 8 THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL BARS 58 DIAMETERS MINIMUM UP TO MG,AND 72 DIAMETERS HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3 „ xo Is no e n u w m m k EXCAVATIONS. FOR 01 AND ABOVE. DOWELS OR SPLICES SHALL BE 4. THE REPAIRING, OF DAMAGED OR ABRADED SURFACES, 4,000 P51.USE POTABLE WATER FREE FROM INJURIOUS SHOWN ON THE SHOP DRAWINGS AND SHALL BE SUBJECT TO INCLUDING COATING AREAS REMOVED FROM WELDING,OF AMOUNTS OF OIL,ALKALI,ORGANIC MATTER,OR OTHER v q. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF THE FIELD REVIEW OF THE ENGINEER THE GOAL TAR EPDXY COATING SHALL BE DONE WITH THE DELETERIOUS MATERIALS. SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND GOAL TAR EPDXY MATERIAL OF THE SAME TYPE L15ED FOR EXPERIENCED IN THE NECESSARY GRAFTS AND WHO ARE dIULKHEAD STRUCTURAL STEEL, THE INITIAL APPLICATION OR OTHER MATERIAL 11 10. PROVIDE EQUIPMENT SIZED TO ENABLE AN ANCHOR TO COMPLETELY FAMILIAR WITH THE SPECIFIED RECOMMENDED FOR THIS PURP05E BY THE MANUFACTURER BE GROUTED IN ONE CONTINUOUS OPERATION. 4 ., xo 15 xxo 3 6 6 9 REQUIREMENTS AND METHODS NEEDED FOR PROPER I. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL OF THE COATING, MATERIALS AND APPROVED BY THE R - PFORMANCE OF THE WORK. ° OWNER. REPAIR COATINGS SHALL BE APPLIED IN HIL USE A GROUT MIXER CAPABLE OF PRODUCING A GROUP STEEL SHALL CONFORM TO THE OF STEEL ACCORDANCE WITH THE MANUFACTURERS PRINTED FREE OF LUMPS AND UND15PERSED GEMENT AND THAT 10. THE CONTRACTOR SHALL USE EQUIPMENT ADEQUATE IN D�'1-i`TRUGTION",THIRTEENTH EDITION,ASS ADOPTED BY THE INSTRUCTIONS AND DIRECTIONS. CONTINUALLY A61TATE-5 THE GROUT. SCREEN GROUTS m SIZE, CAPACITY, AND NUMBER5, AND MAINTAINED TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AI5G). TO REMOVE LUMPS IN EXCESS OF 1/4 INCH, s .. 70 1s 270 s s 10 11 REGUIREMENT5 OF ALL FEDERAL,STATE,AND LOCAL LAWS5. THE COATING SHALL BE READILY APPLIED WITHOUT 11.12 USE A POSITIVE DISPLACEMENT PUMP EQUIPPED WITH A 2. WELDING SHALL CONFORM THE °STRUCTURAL WELDING AND REGULATIONS TO ACCOMPLISH THE WORK. ED THINNING. IF THINNING IS DESIRED BY THE CONTRACTOR, ¢ CODE FOR STEEL" LATEST EDITION,AS ADOPTED BY THE ADDITIONAL GOATS MAY BE REQUIRED TO ACHIEVE THE PRE55URE GAGE TO MONITOR GROUT PRESSURES. o 11. THE CONTRACTOR SHALL PROTECT ALL WETLANDS AND AMERICAN WELDING SOCIETY (A1,15). WELDING SHALL BE SPECIFIED FILM THICKNESS THINNING SHALL NOT BE DONE J0 COASTAL RESOURCES FROM INTRUSION BY TURBID WATERS, PERFORMED BY A CERTIFIED WELDER IN ACCORDANCE WITHOUT THE PRIOR APPROVAL OF THE OWNER 11.13. CONTRACTOR SHALL PROVIDE A WORK PLAN CONSTRUCTION DEBRIS, CONSTRUCTION EQUIPMENT, OR WITH AWS STANDARDS. DETAILING THE METHODS POR HORIZONTAL DRILLING 6 .. xo a 3xo s 7 n 17 PERSONNEL DURING ALL WORK ACTIVITIES. 6. SATISFACTORY PERFORMANCE WILL BE THE BASIS OF AND ANCHOR BAR IN5TALLATION. WORK PLAN SHALL 3. CONNECTIONS SHALL BE DESIGNED BY A STEEL ACCEPTANCE OF THE COMPLETED WORK 13Y THE OWNER INCLUDE;PROP05W EQUIPMENT,PROPOSED MATERIALS, 0 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FABRICATOR EXGEPT THOSE SPECIFICALLY DETAILED ON ACCEPTANCE OF THE COMPLETED WORK SHALL BE BASED BORING PROCEDURE,THR.15T BLOCKS,METHODS AND se LOCATE AND PROTECT FROM DAMAGE ALL UTILITIES, THE CONTRACT DOCUMENTS UPON VISUAL INSPECTION WILL BE PERFORMED FOR DEVICES TO PREVENT GUTTING HEAD FROM ADVANGIN& UTILITY STRUCTURES, DRAINS 6 TANKS OR ANY UNKNOWN PINHOLES,FILM CONTINUITY,AND QUALITY OF APPLICATION. BEYOND CASING,5EQUENGIN6,STA61N&AREAS FOR 7 n xo 13 370 3 s u UTILITIES OR STRUCTURES EXGLUDIN6 TH05E UTILITIES 4. 5TRUGTURAL STEEL MATERIALS SHALL MEET THE DETECTION OF INADEQUATELY COATED AREAS WILL BE ENTRANCE AND EXIT POINTS,AND 5EQUENGIN6. - w SPECIFIED FOR DEMOLITION. FOLLOWING RC-QUIR AENTS. INDICATED BY THE OWNER BY CIRCLING THESE AREAS IN _ 11.14. CLOSELY MONITOR THE INSTALLATION PROCESS TO CHALK. THESE AREAS SHALL BE REPAIRED BY THE e n xo a° Oxo s 11 1x 14 41A FOR 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A STEEL SECTIONS AND MISG, ASTM A572 GRADE 50 CONTRACTOR AT HIS OWN EXPENSE. ELIMINATE GROUND MOVEMENTS.IF GROUND owes-mer"_n uwf •a,lne 36� 'a+W r°_T. NOLRNo B-1 IMMEDIATELY IN WRITING IF CONTRACTOR OBSERVES ANY UNLESS OTHERWISE NOTED MOVEMENTS OCCUR,STOP WORK AND IMMEDIATELY D-uy W-Wede6 C-C-e-F,1 A-A.® LIE-U fi.°WP.m b DISCREPANCIES OR ERRORS WHICH WOULD MATERIALLY 7. THE FINISHED COATING SHALL GENERALLY BE SMOOTH AND STABILIZE THE AREA OF CONCERN.IF IT 15 DETERMINED us=U°mwmeasdlcbwk T-TMev,E V-V-T-. CURTAINING,SHALL BE DURING THE INSTALLATION PROCESS THAT THE -ue�U,.6. T>m..-o-losg6vee-Io-mXse-.-masX.e6-ss-sx AFFECT THE PROJECT. B. BOLTS, HDC,ASTM A325 WITH HEXAGONAL HEADS 5EMI-6LOSeY. SA 15,DIMPLING,OR CURTAINI G. NUTS. HDC,ASTM A563 WITH HEXAGONAL HEADS CAUSE FOR REJECTION. PROPG�10�ACHIEVED,SLINES AND NOOP WORK.THE CONTRACTOR E5 FOR THE CASINGS 14. CONTRACTOR SHALL PROVIDE OWNER WITH A LIST IN SHALL THEN MODIFY THE METHODS OF INSTALLATION EQUIPMENT AND MATERIALS TO BE 5TORED IN 8. THE CONTRACTOR SHALL SUBMIT A CERTIFIED STATEMENT CONSTRUCTION AGGE55 AREA NOTED ON CONTRACT D. WASHERS. HD6 ASTM F436 BY THE RESPON51BLE COATING SUPPLIER THAT THE WORK AND SUBMIT THEM FOR REVIEW AND APPROVAL. DOCUMENTS. IN ADDITION, CONTRACTOR SHALL ADVISE WAS DONE IN CONFORMANCE WITH THESE SPECIFICATIONS. CORRECTIVE STABILIZATION ACTIONS ARE AT THE HARDIMOCO.®ASSOC-INC. 9NEFT_I_OP_I_ OWNER RE&ARDIN& NUMBER OF PARKIN& SPACES E. WELDING RODS, AWS E10XX SERIES ELECTRODES CONTRACTORS EXPENSE IDF.9-t1w6 REQUIRED MEETING THE AWS SPECIFICATIONS AND AS REQ'D FOR ANCHOR RODS: S►de.a,CT06484 cT.>ertr�� 'HOLENO a-x CONDITION5 OF INTENDED USE. FILLET WELDS SHALL 11 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTRACTOR - FRGR=NO LINE PROJECT LAYOUT: BE j° AND GROOVE WELDS SHALL BE PRE-OUALIFIED I. WORK INCLUDES THE INSTALLATION OF PERMANENT ANCHOR SURFACE SUBSIDENCE AND DAMAGE OR DISTURBANCE R-172 TO ADJACENT PROPERTY AND FACILITIES THAT MAY IORONAN-DRU.LFR FIlG1eCTNAMU STATION FULL PENETRATION UNLESS OTHERWISE NOTED. RODS AS INDICATED ON THE DRAWIN65 AND AS SPECIFIED RESULT FROM THE CONSTRUCTION METHODS.IN CASE IHHI CROSS SOUND FFRRYTF2lT4AL I. THE CONTRACTOR 15 RESPONSIBLE FOR LAYING OUT THE FHEREIN THE DRAWIN65 INDICATE THE NUMBER AND INSPLcroR LOCATION OFFSET PROJECT INCLUDING HORIZONTAL AND VERTICAL F HD6. HOT DIPPED GALVANIZED HARDWARE SHALL BE LOCATION OF THE ANCHOR RODS. LOOSE MATERIAL 15 ENCOUNTERED AND GAVE-INS 1D. ORUMPOHTI',NHW YORK CONTROLS IN ACCORDANCE WITH THE PROJECT PLANS IN ACCORDANCE WITH ASTM A153 AND MEET MINIMUM OCCURORI ARE ANTICIPATED,ALL HORIZONTAL GRouerowArFx ooseavAnods cmbo Sev91Q � c-.Be. - TESTS OF ASTM A23q UNLESS OTHERWISE NOTED. 2. ANCHOR RODS SHALL MEET THE FOLLOWING INSTALLATIONS SHALL BE D15CONTINUED, TM NSA ss oem sbn Truro RVe Fia T/13/11 DRILLING 2. ANY STRUCTURES CONSTRUCTED IN POSITIONS OTHER THAN REQUIREMENTS. APPROVED SHORING SHALL BE PROVIDED AND ALL AT__Yf AnER u_HOURS SULD 2Is• 1]IF' Sub.,H..Es35TINGGROutR) VOIDS FILLED EITHER BY PRESSURE GROUTING OR AT-FT AFTER-Nom 11-wl Ir° oT Geomdw-aF TIDAL THE LOGATTON5 DEPICTED ON THE PROJECT PLATS SHALL STEEL SHEET PILES: 2 I. TNFADBAR CONFORMING TO A5TM DESIGNATION A-615, xw�Fafl _ x9• BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL GRADE 15, OTHER APPROVED METHODS BEFORE I1,15TALLATION5 15 q In-,.mco.s-wtr rwwonla,.,oasea �1 cma G05T TO THE OWNER I. THE STEEL SHEET PILE SHALL BE NEW FIOESGH 2607 SHEETS 22. THRFADBAR SHALL BE HOT DIP GALVANIZED IN CONTINUED. tT 4 �r„e, F- AND MEETING, THE REQUIREMENT5 OF A5TM A512 GR. 50. ACCORDANCE WITH ASTM A-153. II.I6 IN THE EVENT THAT THE DRILL HOLE MUST BE �"' ^°- °n �'" °' 3. OVERALL ENCROACHMENT AS MEASURED FROM THE 5HEET5 HAVING PERMANENT DEFLECTION, 015TORTION OR 23. NUT5,WASHERS,COUPLERS,TURNBUCKLES AND OTHER ABANDONED EVE BEFORE COMPLETION M THE aa"avo...dA®.w WATERWARD FACE OF THE EXISTING SHIRT TO THE DAMAGE TO INTERLOCKS SHALL NOT BE USED. SUCH CONNECTION HARDWARE FOR TIE-RODS INSTALLATION OR THE INSTALLATION 15 OUT OF - WATERWARD FACE OF THE PROP05W SHEET SHALL,UNDER - SHALL BE 5UPPL-IED BY THREADBAR MANUFACTURER, TOLERANCE,FILL THE ABANDONED DRILL HOLE WITH NO GIRGUMSTANGES,EXCEED 18 INCHES. 2. SHOP DRAWINGS FOR SHEET PILING INCLUDING COMPATIBLE WITH THE SIZE AND 6 ZADE AND LOAD GROUT TO PREVENT SUBSIDENCE.START PUMPING,FROM FABRICATED SECTIONS, SHALL SHOW COMPLETE CAPACITY OF TIE-ROD SPECIFIED. s EROSION&SEDIMENTATION CONTROLS: DIMENSIONS,SECTION PROPERTIES,DRIVING 5EQUENGE,AND 2.4 THREADBAR NUTS,WASHERS,COUPLERS,AND ALL THE FARTHEST POINT L BACKPROGTO THEION SU THE H ABANDONED DRILL HOLE BACK TO THE SURFACE IO Z LOCATION OF PILING SHALL�PROVIDED TO THE OWNER RELATED TIE-ROD COMPONENTS SHALL BE HOT DIP 1 .. xo a 7.0 10 9 7 4 I. LAND DISTURBANCE SHALL BE KEFT TO A MINIMUM PRIOR TO THE INITIATION OF WORK. SHOP DRAWINGS GALVANIZED IN ACCORDANCE WITH ASTM A-153. ELIMINATE RATIO OF VOIDS.THE PROGRESSION SHALL INCLUDE WALE SPLICE DETAILS AND LOCATIONS, GROUTAND RESTORATION KI THE ABANDONED DRILL HOLE BY d 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ANCHOR ROD HARDWARE AND CONNECTIONS, AND EXPENSE. E. T PLACEMENT WILL O T THEW DRILLGTO E - h CONSTRUCTED IN AGGORDANGE WITH THE STANDARDS AND A550CIATED CONNECTION DETAILS. 3. USE GORE DRILLING, ROTARY DRILLING OR PERGU5510N �`- THE LOCATION OF THE NEW DRILL HOLE ° W SPECIFICATION5 OF THE "CONNECTICUT GUIDELINES FOR DRILLING TO ADVANCE THE ANCHOR HOLES. DRILL HOLE SHALL BE ION OF THE BY THE ENGINEER PRIOR TO SOIL EROSION AND SEDIMENT CONTROL,JANUARY Ig95. 3. THE CONTRACTOR SHALL SUBMIT FOR EACH SHIPMENT WITHIN 3 INCHES OF THE INDICATED LOCATION. WHEN PR06RE�.f ION OF THE OPRATION. x ® xo is Ixo e 9 11 I7 0 CERTIFICATES AND IDENTIFICATION WITH SPECIFIC, LOTS DRILLING THROU6H SOIL OVERBURDEN,EASE THE HOLE TO - - 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PRIOR TO INSTALLING PILING.IDENTIFICATION DATA SHALL TOP OF BEDROCK. SEAT GAGING, FIRMLY IN TOP OF MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE INCLUDE PILING TYPE,DIMENSIONS,CHEMICAL COMPOSITION, BEDROCK TO MINIMIZE LEAKAGE. GLEAN BOREHOLE CONSTRUCTION PERIOD. MECHANICAL PROPERTIES, SECTION PROPERTIES, HEAT THOROUGHLY PRIOR TO ANCHOR INSTALLATION OR TESTING >. 7 u xo Is 170 a 7 6 9 NlMBER,AND MILL IDENTIFICATION MARK. FOR WATER TIGHTNESS. NLu w 4. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED W Y LL Y DURING THE CONSTRUCTION PERIOD AS NECE55ARY AND 4. THE CONTRACTOR SHALL SUBMIT DESCRIPTIONS OF PILE 10. CONTRACTOR SHALL PLACE BACKFILL IN SUCH A MANNER I- REQUIRED. DRIVING EGUIPMENT TO BE EMPLOYED DURING THE A5 TO PROTECT THE TIERODS (AND OTHER COMPONENTS - Z ? 0 c w PROJECT TO THE OWNER FOR REVIER DESCRIPTIVE or- THE 5. THE CONTRACTOR SHALL UTILIZE APPROVED INFORMATION TO INCLUDE MANUFACTURERS NAME, MODEL DEFLEGTIO�GOMP Ryj �N6 EQUIPMENT AND m DAMAGE, E�riTRU TION 6 ., zo a n0 3 4 6 9 O m � 0 O METHOD51MATERIAL5 FOR PREVENTING THE BLOWING AND NUMBERS, CAPACITY, RATED ENERGY, HAMMER DETAILS, LOADS OVER TIERODS SHALL BE LIMITED TO AVOID W p N Z LU MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES ONTO CUSHION MATERIAL,HELMET,AND TEMPLATES. DAMAGE. IF REQUIRED PAGE INITIAL LIFT OP CRUSHED Z S. A PILE HAMMER SHALL BE UTILIZED HAVING A DELIVERED ADJACENT PROPERTIES AND 517E AREAS. STONE ABOVE AND AROUND TIEROD TO ALLOW BACKFILL xso = d' N ¢ AND PREVENT TIEROD DAMAGE a,a naauee ILO n W 6. THE CONTRACTOR SHALL MAINTAIN AN ADDITIONAL SUPPLY FORGE OR ENERGY SUITABLE FOR THE TOTAL WEIGHT OF s xo Ls no 7 1I H J 14 -J W d, n OF EROSION 4 5EVIK54TATION CONTROL ON SITE FOR THE PILE AND THE CHARACTER OF THE SUBSURFACE H. ANCHOR RODS TO BE INSTALLED BELOW EXISTING r� 0: EMERGENCY PURPOSES. MATERIAL TO BE ENCOUNTERED. L15E A PROTECTING GAP STRUCTURES WHICH ARE TO REMAIN SHALL BE INSTALLED I i rj� �` ,,��. j m V a O DURING DRIVING TO PREVENT DAMAGE TO THE TOP OF THE BY HORIZONTAL DRILLING METHODS. }i L�-i 8 Sl k.=. �• 1. THE CONTRACTOR SHALL PROVIDE A PROJECT SPECIFIC PILE. DAMAGE TO THE PILE CAUSED BY DRIVING SHALL PAN FOR THE INSTALLATION AND MAINTENANCE OF BE REPAIRED AT NO ADDITIONAL C05T TO THE OWNER. 111. USE AUGER OR ROTARY DRILLING TO ADVANCE TIRE :s�� j 1 CH1. 6 m 2A 10 320 4 8 9 11 ommaD rnAv.N SEDIMENTATION AND EROSION CONTROL MEASURES FOR ANCHOR HOLES. I, THE PROJECT 517E AND SHALL BE RESPONSIBLE FOR 6. A PILE DRIVING RECORD OF SHEET PILES SHALL BE 1� _ 1"m10' CONSTRUCTION AND MAINTENANCE OF ALL CONTROL MAINTAINED. 112. TEMPORARY CASING SHALL BE PROVIDED. ADVANCE } SEP 2 2015 n MEA5URE5 THROUGHOUT THE GON5TRUGTION PERIOD. GAGING,AS DRILLING PROCEEDS. ADVANCEMENT OF ,• iso 7 THE CONTRACTOR SHALL MAINTAIN VERTICAL MID THE DRILL BIT CUTTING HEAD BEYOND THE CASINO e.°""a...d SEPT.4.2016 HORIZONTAL ALIGNMENT DURING DRIVING TEMPLATES,AS SHALL NOT BE ALLOWED. ,1 7 :9 xo 131370 3 7 a n ww REQUIRED,TO MAINTAIN ALIGNMENT SHALL BE PROVIDED. 113. DRILL HOLE SHALL BE WITHIN 3 INCHES OF THE I _ 1881-07 INDICATED LOCATION Soutroid To%:m a xa 4 u u 1s 42•0 P_O tl C.-6 S,°f T._n- Um "0-1 13- •Cub&To_R HOLEhOB-x BLK-1 11.4. CUTTINGS,SPOILS,AND WASTE DRILL FLUID SHALL BE B 8f` f Tru UOS D-MY w-Wmm c-c-os-Fit A-A, LIF-Undl bd PO UB-VeD,WubeJ BA Chd. T-T°-°-B V-Y-Tu w.vME-B u..c n:e-o-lolt owe-10-ulls-m-xo-rs%,od-Ts-s+# 13 \ \ \ s / / h \\ \\ \ \ \ \ \ MM EL.+0.9' (1)FABRICATED CORNER SINGLE \ \ \ \ \ \ 00 \ 0)SINGLE 4 0)DBL '' _ i _ IN TSA I SEP 2 3 2015 DRAFT NOTFOR CONSTRUCTION EX15T GONG BLOCKS TO BE B of O Q,�l \ Tr REMOVED A5 REQUIRED S TO INSTALL 55P-TYP LLJ / y U 4l Q GONG BLOCK \ I I \ RETAINING WALL y J C, E� \ GARDINERS BAYui m \ -4\ e \ EXIST STONE-REMOVE AND U TOREPLA INSTALL55PGUIRED 1 m \EXI5T 55P EX150T W D PI \ (Trp) -6,,�l�l-\Q \ TIP ELEV \ / TEST BORING 01 \ /l J (I)FABRIGAn>) / CORNER SINGLE' 0)SINGLE-14 \ -12\ 1 15 5 / STEEL SHEET PILE \ O BULKIL -7YP F \ \ z ( I w WATERWARD FADE , �S�OOF EXIST.SSP(TYP) +��1 - / / � � z p SEXIST.55P\ y'��h0 J Q TEST BORING#2 \ \ �e* / a TIP ELEv O Y LL. BULKHEAD LAYOUT PLAN c m = o ° w /� SCALE 1'- 10'-0' 4 0 U Z US Z /// , \�� �\ \\ \ \\\ BEACH-/ = w « a d O w vJ WATERWARD FACE �dj 4 I. CONTRACTOR TO OVERSHOT EXISTING BULKHEAD. 0➢ U a o 4 ` �♦ OF EXI5T.SSP(TYP) } �1 OVERSHEETING SHALL BE PERFORMED IN 4, !h ACCORDANCE NTH STATE,FEDERAL AND LOCAL -- -- -- `� ` \ \ �/ ,�jQAc,�A�i�/ / / �� \ \\ \e \•\ /�'MHW EL.+0.9' REQUIREMENTS. cescr�o c«nve, cHEc�n 2. CONTRACTOR SHALL NOT DRIVE BEYOND THE 1 2 ��1 \ �\ SPECIFIED TIP ELEVATION. \ b• \ •I 3. STEEL SHEET PILES SHALL NOT BE GUNTIL THE \ FFF��� \ ry \ '\ Ui FINAL TOP OF 55F ELEVATION HAS BEEN SEPT.4,2016 MLW EL.-I.7' \\ APPROVED BY THE OWNER. THE CONTRACTOR \ \\ THE OWNERS'S REVIEK SHALL PROVIDE YOUT AND AS REWIRED FOR 1881-07 EXI5T MOORING FABRIGATI7J \ \\\ \ \\ \\\ BLK-2 DOLPHIN TO REMAIN \ 1?•6. / p�.e f�i CORNER 56Lx40' 10' \ I moo, \0)56Lx40' \ �N \ \ \ \ \ GRAPHIC SCALE Is -14-13 -12-11y TIP ELEV -38.0' \ �w \ �\�� \ � to 4�'� \�� �� �y 3 \\ \ \\ \\ \\ ioa 0 51 la 14 \ \ \ BEACH \ \ \ \\ S \\ \\ \ \ \ \\ \ MHW EL.b.9' \ \ \ SEP 2 3 2015 a EXIST STONE \ \ / DRAFT \ \ \ \ NOTFOR \ \ \ Q / -•r-�- -� "'-' I CONSTRUCTION is \ +a -I T \ Ou3 U \ I W J tl U GARDINER5 BAY m 2 (n / � \ a:7-a W \\ \ \\ \ o o I JO A5TM 615 6RADE 95 - \ \ 1 �•J� �'j, STEEL ANCHOR ROD TYPICAL UNLE55 OTHERWISE NOTED APPROXIMATE LOCATION OF \ I / IED VrILITY LINE CONTRACTOR TTO�VERIFY PRIOR TO CONSTRICTION m EX15T 55P \ E STEEL SHEET PILE \ / // I ```` p -5 B \ ULKHEAD-TYP J 0-1 // I�\� \�` \ 5 Q o E \^ c- E I CONC RETAINING ~`.• m WALL W RAILING `-9\`�\ ry��iy \ J \`VtiV`�Vl i GONG BLOCK p / V,V,V� RETAINING WALL 101 5 M`\Q1`111 \� l // CONCRETE E BIZ \ / /r r / ` / "CE�i iSEALX13 SEE hJ ^ d 10, 1� - /� /• NOTE$15 -14 \ � s STEEL SHEET PILE \ F BULKHEAD-TYP \ O a. \ \ TOT55P FENDERBE �'�+ Qyl� / / 1�V� ` W \ \ EX15T 55P \��( / // \ \ _ / / VP \\ \ BEACH `z O 1 TO REMAIN \ `oly, . / / / dV,`V EXIST.SSP\ F- 'ABOVE ACCE55 RAMP ABOVEIZP TO BE REMOVED AND REPLACED \\ \`\ / \ L tv 4 ? rXJ \`1 / J � � / \ � O = W LOW ANCHOR RODS \\ Q Q Y ( WI4 BEAMS TO BE ✓ ` \ J 7 p WITH ND H NEW B�EAMMS r/�/�' - ff 3 / // �,,``i` �\ \ ¢ LL o 0 3 r" / L i a WALE AND ANCHOR PLAN w o N z z (2)C,12>130 \ \\•\ SCALE. V- 10•-0' Y a tyi� z \ er '�\ \ \ \\ I. ANCHORS SHALL BE HORIZONTALLY DRILLED WERE MHW EL.+00REOI TOPMENTO REMAIN.PROTECT EXI5TIN6 STRUCTURES AND _- -- -- / / `�i / r, /J \ Q 00�,�`��j / / C/' / ?+•�� %; \ \ \\\ \ \ 2. THE RRVERIFY INMI2 PRIOTOROGEEDIN&WITHWORK iNTHS AREA �+1\ SCKE \ \ \ \ •\ 3. SECTION OF EXISTING WALKWAY TO BE REMOVE AND SEPT.4,2015 3 �/�. \ \ \ \ \ \ \ \ \\ REPLACED A5 REQUIRED TO INSTALL DEADMAN. \\\\ 1881-07 _RAMP /o TOBECLE AC-CEOVED AND REPLACED \ \ `\ \ \ \ \ \ \\ BLK-3 OMW NO HO 1 \ l i \AEIOVE� \ \ \\ \ \ \\ W EL.=1:P \\ \\ \\ \\ 6RAPH1c SCALE Id O S' 10' -13-I2-11 -10-9 -H "� �-6 -g -4 "3 \ \ \ \\ EX GONG.WALL TO REMAIN PAVEMENT CONCRETE PAD CONCRETE PAD GONG GAP-SEE RAMP SEE RAMP PLANS RAMP FOUNDATION DETAIL GI-TYP RAMP SEE RAMP PLANS RAMP FOUNDATION SEE RAMP PLANS PAVEMENT ` RAMP PLANS T.0 5SP VARIES — - GONG GAP-SEE DETAIL GI-TYP �I rmIi-,.Li m 1 DRAFT ELEV-SEE PLAN NOTFOR EX GRADE TIE ROD FROM 5SP, LAB SEE RAMP PLAN - CONSTRUCTION VOID BTW BULKHEAD 5P ARI 5L P BEYOND(TYP) T.O.T5 P VARI _ - - _ TO BE FILLED W/ MHW EL.+0.9' CRUSHED 5TONE(TYP) MHW EL +0 9' r MHW EL A.LAN - - - 1-III=III-111-x' _ _ ` GRNR STITCH EL.-Ib' i r r% - _ — _ - ANCHOR EL.-0.9' MLw EL.-I.,' --=1I I.. 111= MLw EL.-1.,' — — — - MLN EL -I,' EXIST SSP h U STEEL WALE GRNR STITCHING SEE PLAN TIE ROD,SEE PLAN w- s EX.GRADE INTERIOR WALE SEE PLAN(T-.�P, a e DESIGN GRADE SYSTEM BEYOND U EXIST SSP-GUT DOWN AS REQUIRED u1 O m E TO INSTALL NEW WALE EXIST 55P-GUT DOWN AS REQUIRED DEADMAN STEEL rn = --T=II . II-�— TO INSTALL NEW WALE(TYP) SHEET SEE N PILE ( ) w w B STEEL SHEET PILE N EX15T GRADE(TYP) SEE PLAN C7_ dg SEE PLAN-TYP SS.P BEYOND w« qQqq y in SN O O 0 ^o R r TIP ELEV LjU SEE PLAN DESIGN GRADE(TYP) TIP ELEV STEEL SHEET PILE TIP ELEV DESIGN 6ZADE(TYP) SEE PLAN SEE PLAN (TYP) SEE PLAN m SECTION 1 SECTION 2 S Pte, SECTION 3 0 SCALE 1/4' 1'-0' SCALE 1/4' 1'-0' SEE PLAN TIP ELEV SCALE: 1/4'- I'-0' SEE PLAN O a a H W O CONTRACTOR TO PROTECT EX. MECHANICAL EQUIPMENT 4 UTILITIES PAVEMENT GONG GAP-SEE CONCRETE PAD DETAIL GI-SEE RAMP SEE RAMP PLANS RAMP FOUNDATION EX.CONCRETE SLAB TO REMAIN PAVEMENT SEE RAMP PLANS T.O.55P.VARIES _IIr NilTi�irall� � = LlI-f---i�III—I1I— ir� - =I I I=I I I—I I 1=1 11=J I' ELEV-SEE PLAN ELEV-SEE PLAN ANCHOR EL.25' I— _ — —I' ANCHOR ROD FROM 55P WALL BEYOND(TYP) — �•—,r--. -r — ...,, t-- — MHW EL +0.9' MHW EL.+0.9' T.O.SS.P.VARIES ` ANCHOR EL.-Ib' - MLWEL.-I.,' MLWEL.-I.,' r!TO CONTRACTOR TO HORIZONTALLY DRILL AND GROUT ANCHORS IN VICINITY OFMECHANICAL PAD AS REQUIRED TIL Z 5TEEL WALE W aSEE PLAN(TYP) ANCHOR ROD-SEE PLAN(TYP) �7 EX15T 55P-GUT DOM AS REQUIRED DEADMAN STEEL WTO INSTALL NEW WALE SHEET PILE IST 5SP-GUT DOWN AS REQUIRE? DEADMAN STEELEXIST GRADE SEE PLAN(TYP) INSTALL NEW WALE(TYP) SHEET PILE O TYPICAL SEE PLAN ITYP) SEE PLAN SEE PLAN Q D - 1 _ TIP ELEV EXIST GRADE(TYP) TIP ELEV Ix Lu;,•�'r"-- SEE PLAN SEE PLAN Z LU �I I� Y u. Y mIt Z O O W-,�—71-111P F. 1 Z 0 U) 3 Q F DESIGN GRADE(fYP) U d U) O w STEEL SHEET PILE O N Q'�.1 SEE PLAN-TYP STEEL SHEET PILE TIP ELEV SEE PLAN(TYP) SEE PLAN TIP ELEV _. SEE PLAN 1 !;a SECTION 4 SECTION 5 , SEPT.4,2015 SCALE: 1/4's 1'-0' SCALE 1/4'm 1'-W j uu! SEP 2 3 2015 ­0 ;e8,-0' BLK-4 NONO .dam— -----v Snutnold laddn B a T e 16 ON LL ae 1� e 8 ON OHM 4-HI9 I A loe C ! ; ] 11 ME'4'ld3S j f UM �f� ,0-.I .9/11 31VOS d 8 N01103S O 2 � �m M o O O r v, a (a — m z O O D NVId 335 O y O D a C G /�3I3 dll (d,W NV_W 335 A G O r 5 3IId J-=06 Td3L5 m = 0 C (d LO 3aV119 N9IS3a °0 z m z -� M 3aV219 151X3 O z NVId 335 i (dJ.l)NV"id 335 3IId 133H5 (.LLU dV7 04V d55 IIVISNI 01 I33L5 NVWaV3a (MNI M311 SV NMOa 1rO-dSS 151X3 NIVw311 Ol 6NI151X3 1031O2:d 01 a3111rp-ad 3113HM 5bOH7NV 1f1OS9 aNV-111110),IIVINOZI210H MIW .60+'l3 MHW (dw aNO.l39'1IVM d55 ,SZ+'I3 11OHONV NY-W 335-n313I1—T I I I-1 I1=1 I I wI1I_ WoaW a08 aOHONV I� I B I I-1 I M I I- ;., rdxu N,nd 335 _ — - ;: 3,VM-9315 5312Mh'd'S'S 01 m .0-.I -.4/I awns o L N01103S 9 N01103S Z c NVId 335 NVid 335 IG19 dLL A3I3 dll (d.UJ NVId 33S (d.W NVId 335 3IId 133H5 13315 311d 133H5 1331S m s (cLLU 3aV119 N9153a a o o m (dJ..L)3aV119 N9153a m to ^y II _ m � (dJW 3aV?!9 151X3 —G) R m m m 31 = y NVId 33S NVId 33S (d.W NVId 335 a m O - 'U (.LLO dVO aNV d55 I'1V15NI 01 311.1 133H5 (du)dV0 CNV d15 IIVISNI Ol y m 0 � a3111fR9311 SV WOO 1fY -d55 1SIX3 (dJ.l.)3aV219 151X3 13315 NVWaV3(3 a3?11f1m SV WOO MY)-d55 151X3 m 'H 313117NOO 9NLL51X3 fWRL a3111f1D311=r62 4 (dJ.l)NVId 335 aadirR936 329HM STJgiONV SNOH7NV 1(10219 aw-nwa.L IV1NOZrdOH 3IVM'13315 NV-id 335-/�3'9 M1069,2NV'1'1111O.11TJ1NOZIaOH — — ISG NVWa9'3a d0 d01 — — .FO- '13 110HONV ,9'1 '13 WOHONV NOLLOnMJ.SN00 m 80=1 ION _ .wo+''13 MHW (d.LL)ON0J.30 TIVM «• ,WO+'I3 MH14 (du)NV'1d 335 d55 14011d OOM 110H0NV aoa 21OH7NV ld,W Nvld 335 I I�11=1 I I—I I NVId 335-n3'1a 1 Mi I I I-J 1=1 I I-1 I "3 s a-"13315 C=1 I G I I I-1SIIII i-- - - - - - - r: ,�,, 53MVh'd5'S'Ol i' S312Mh'd 5'S'O'1 SNVId dwvN (d).1)301511V3N ITdM 335 dwva dss Wa11d aa1111OH0NV aVd 31311ONO7'X I aVd 313111,440V 3 1N3W3/�Vd SNV-Id Wl"335 NOLLVaNW=I d9-V11 OVd 31311ONO7 I STEEL SHEETPILE I 2�'THK STEEL SPLICE PLATES WITH I DEADMAN WALL I 8-1"41 A525 BOLTS AND WASHERS BEARING PLATE 9'x1j"x9' I I BEARING PLATE Q'xli'x9° PRETENSIONED AFTER TENSIONING A5TM A572 GRADE 50 I I ASTM A572 GRADE 50 OF ANCHORS 15KSI THREADBAR I STEEL SHEETPILE I 75K51 THREADBAR DOUBLE CHANNEL HARDENED WASHER BULKHEAD WALL = HARDENED WASHER WALE(TYP) ^GAP m 75K51 THREADBAR I I F 75K51 THREADBAR '�- FULL LOAD NUTTYP TYP I I FULL LOAD NUT 75KSI THREADBAR I GROUT TRUMPET I 75KSI THREADBAR ry DRAFT I SOLID I I 1 NOTFOR ,�_�• F""Ctbr-t,r—Az,� _ LITTTrilTmIrfm I O .0 �� CONSTRUCTION n I I I I SEAL I I TYP 2j" 6° 2° v7 U 3W J 144 TYP S CONT WALE I SCLHEDUULE^40 TRUMPET j ¢H CONT WALE-PROVIDE 3°x2�x10' � I I STEEL BAR SPACER AT V O.G. v m NOTE THREADBAR SHALL BE I MAXIMUM THRU BOLTED TO WALE "y W c W TYP I TENSIONED TO BRING I NO-E: w n I CONNECTION PLIES IN FIRM I (2)I'm A325 BOLTS WITH HARDENED WASHER Q c CONTACT WITH EACH OTHER ON 5SP AND HARDENED BEVELED WASHER WALE SPLICES SHALL BE LOCATED AT MID DISTANCE BETWEEN! w Lu ON CHANNEL.ONE PER CHANNEL PER SSP DBL GROUND ANCHORS.CONTRACTOR SHALL PROVIDE SHOP C7— go I DRAWINGG DEPICTING ALL SPLICE PLATES AND SPLIGE w« X LOCATIONS AND SUBMIT TO ENGINEER FOR APPROVAL. m m dpi 00 K U C TYPICAL WALE ANCHOR DETAIL Al TYPICAL WALE ANCHOR DETAIL W1 SCALE' , 1/2'_ ,'-0' (4)I'm A325 GALVANIZED HEX HEAD BOLTS Y WITH GALVANIZED HARDENED WASHER OVER m COATED 4'x1'.4'PLATE AND HARDENED TAPERED WASHERS AT CHANNEL FLANGES a TYPICAL o 0 E R N W O b CHAMFER(TYPJ a5 0 12"oz (TYPJ CL 0I2 WALE _ SKIM A5 REQ'D i FOR FIRM CONTACT i 3 451DE5 TYP 12 d T.O.55P VARIES 3'm F1554 GRADE 55 ROD PIN I I I WITH 5xl/2x5 END PLATE AND STAINLESS STEEL COTTER PIN `p I 14 I/2'x 12' DOUBLER PLATE O I I c 05(TYPJ I"x10°PLATE 1 4 I Irp�Tl� 6. i 6. PL I'x6" I II I I LLLJJILLL111 55 P. FULL PEN I NOTE, TYP TOP OF CONCRETE ELEVATION PL 9"x2°x9' TO BE APPROVED BY THE CONTRACTOR TO DRILL OWNER THRU SSP.AS REQUIRED F- TO INSTALL REINFORCING Z O a z w TYPICAL INTERNAL WALE ANCHOR DETAIL A20 SCALE: , „2- 1'-0- TYPICAL CONCRETE CAP DETAIL Cl g a SCALE , 1/2' 1'-0' OL 0 L � Y LL y 0: qO O W LL = X 00 z Z N §CO) F � d z m U V O v � Y o��• 40NE0 OMNN CHECIhD fff iii ,�p•=10' ( SEP 2 3 2015 w ,E SEPT.4,2018 1881-071 Suu,�altl latn'n`"°" BoarsBLKs C IXUNNONO of 7r`�_ 18 swffrxo APPLICATION NOTES A. THE PRIMARY PURPOSE OF A SILT FENCE OR STRAWBALE DIKE IS TO REDUCE RUNOFF VELOCITY AND TRAP SEDIMENT. VELOCITY IS REDUCED, WATER IS IMPOUNDED 10'-0" MIN. (SEE NOTE 1) 10'-0" MIN. (SEE NOTE 1) BEHIND THE MEASURE, AND SEDIMENT FALLS OUT OF SUSPENSION. " B. SILT FENCE OR STRAWBALE DIKE SHALL BE INSTALLED ON A LINE OF EQUAL ELEVATION (CONTOUR). THEY MAY BE INSTALLED AT INTERMEDIATE POINTS UP SLOPES AS WELL AS AT THE BOTTOM, AS SHOWN IN THE DETAIL. BALES STAKED C. STRAWBALE DIKE OR SILT FENCE SHALL NOT BE USED IN OR ACROSS A FLOWING AND I I I TED I NATURAL CHANNEL, OR AREAS OF CONCENTRATED FLOW. I I END TOTEEND I 140 I I I I GENERAL NOTES M N ,q I o o �,. 1 1. SILT FENCE OR STRAWBALE DIKE SHALL BE PLACED A MINIMUM OF 10'-0" FROM TOE OF 0 0 0 o c u o 0 o w SLOPE, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE o o ax OF SEDIMENT CONTAINMENT AREA. a w SLOPE I ii SEDIMENT I 2 POSTS SLOPE I ii SEDIMENT I o ��" I/� �Z �2, CONTAINMENT I PER BALE ► i CONTAINMENT I ;D z 2. POSTS MAY BE 1 X 1 (MIN.)HARDWOOD, 1 X 3 (MIN.) SOFTWOOD, OR 1.3 LB/FT AREA I "' AREA j w )MIN.) STEEL. SPACING FOR THE PROVIDED SILT FENCE SHALL BE AS DESIGNATED ON THE U- I I DEPARTMENT APPROVED LIST FOR SILT FENCE. Iui1 Fwo 3. BALES FOR DIKE SHALL BE INSTALLED WITH CUT ENDS VERTICAL, AND BALES BURIED A MINIMUM OF 4". I I ) 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW if I ■ i GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF I ) I I THE FABRIC. I I I 1 5. MEASURES SHALL BE INSPECTED EVERY SEVEN (7)CALENDAR DAYS OR AFTER EACH RAINFALL OF %" OR MORE WITHIN A 24 HOUR PERIOD. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 6. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE PLAN PLAN HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. 7. DRAINAGE AREAS: MAXIMUM DRAINAGE AREA TRIBUTARY TO 100'-0" OF SILT FENCE SHALL BE I/4 ACRE. MAXIMUM DRAINAGE AREA TRIBUTARY TO 100'-0" OF STRAWBALE DIKE SHALL BE % ACRE. 8. THE FOLLOWING ARE MAXIMUM SLOPE LENGTHS TO THESE MEASURES: SILT FENCE / STRAWBALE DIKE SLOPE SLOPE HOR1Z LENGTH LENGTH LH (SEE NOTE 8) LS(FT) LH (FT) POST 2:1 25 22 3:1 50 47 4:175 73 MESH REINFORCEMENT ADDITIONAL BALES PLACED TO LIMIT DRAINAGE AREA (SEE NOTE 7) >5:1 00 9 AND LIMIT MAXIMUM SLOPE LENGTH (SEE NOTE 8) _ \ OF NECESSARY) S 5:1 100 8 \ BAR/f5 9. INSTALLATION, INCLUDING EXCAVATION, BACKFILL,AND COMPACTION OF STRAWBALE DIKES SILT FENCE GEOTEXTILE� /SFF No AND SILT FENCE SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM. LH (SEE NOTE 8) SEDIMENT CONTAINMENT AREA \ 8) 10'-0" MIN. (SEE NOTE 1) SILT FENCE ASSEMBLY—J \ / SEDIMENT CONTAINMENT AREA 10'-0" MIN. (SEE NOTE 1) ;' 16�1 14" (TYP.) IIIA i, POST CENTERED IN i SEP 2 3 2015 BALE AND DRIVEN – a FLUSH z TOE OF SLOPE (S rygR/FS y x` TOE OF SLOPE i i – �/ I I - I N SUtfnGltl IL 'n SFFNoTS /. F`_ P I I 11 pL—_ EXISTING GROUND B of f Tf ee STATE OF NEW YORK RETAIN EXISTING o _ DEPARTMENT OF TRANSPORTATION VEGETATION, RETAIN EXISTING IF POSSIBLE ~ W VEGETATION, IF POSSIBLE U.S. CUSTOMARY STANDARD SHEET - m EXCAVATE TRENCH, BURY SILT FENCE FABRIC 4"t AND BACKFILL/COMPACT EXCAVATED EARTH cm SECTION SECTION LINEAR MEASURES cm C3m STRAWBALE DIKE - TEMPORARY SILT FENCE - TEMPORARY L 4. co NN L " " " APPROVED FEBRUARY 09, 2010 ISSUED UNDER EB 09-036 LUwCr cn LP LLwow FOR THE DEPUTY CHIEFENGINEER 209-01 + EFFECTIVE DATE: 09/02/2010 (DESIGN) SHORE ANCHOR APPLICATION NOTES: PT. A. THE PURPOSE OF A TURBIDITY CURTAIN IS TO SEPARATE WORK AREAS IN OR ADJACENT TO WATERWAYS, TO PREVENT TURBIDITY FROM ENTERING THE WATERWAY. B. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. C. CONCENTRATED FLOW OUTLETS SUCH AS CULVERT OUTLETS, DITCHES, ETC. SHALL NOT BE LOCATED BEHIND TURBIDITY CURTAIN. 0 O REDIRECTION ° BARRIER GENERAL NOTES: 0 1. THE DETAIL DEPICTS WORK AT A BRIDGE LOCATION, BUT TURBIDITY CURTAIN MAY BE TURBIDITY I I APPLIED AT OTHER LOCATIONS. STAIN ° 2. TURBIDITY CURTAIN SHALL BE A MAXIMUM OF 100' LONG FOR EACH SECTION OF CURTAIN o SHORE • REQUIRED. END SECTIONS SHALL TERMINATE 10' BEYOND THE LIMIT OF DISTURBANCE. A BRIDGE A ANCHOR AS L PLI I 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AS POSSIBLE WITHOUT • INTERFERING WITH CONSTRUCTION OPERATIONS. pO I 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION, TAKING INTO ACCOUNT 08 0�o I WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY AFFECT WATER LEVELS, 0 o VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. o I I 5. THE TURBIDITY CURTAIN SHALL BE REMOVED BY PULLING TOWARD THE SHORE TO MINIMIZE ESCAPE OF SEDIMENTS INTO THE WATERWAY. ° ° I 6. THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE THAT ALLOWS THE CURTAIN TO CONFORM TO THE CONTOUR OF THE BOTTOM ON THE WATERWAY. 200 7. FOR FLOW VELOCITIES >5 FT/SEC,USE A REDIRECTION BARRIER SUCH THAT FLOW EXPANDING AT o I 20° FROM THE BARRIER WILL REACH THE CURTAIN AT A POINT WHERE THE CURTAIN IS ESSENTIALLY 0 PARALLEL TO STREAM FLOW. SHORE ANCHOR PT. LOCATED A BRIDGE �° I CURTAIN TURBIDITY A B. THE SUCH THAT ITICAN BE QUI KLY REMOVEDMAY CONSIST OOR CONCRETE WA HED OUT INE HE EVENT OF HIGH FLOWS.PLANKING OR OTHER MATERIAL 3'MIN.UPLAND OF ORDINARY I IT SHOULD NOT BE SUCH THAT IT WILL REMAIN IN PLACE AND BE OVERTOPPED. HIGH WATER MARK (TYP.) PONDS, LAKES AND STREAMS °q�° FLOW VELOCITY <- 5 FT/S SHORE ANCHOR PT. i I I HIGHWAY SURFACE SHORE LINE � I SHORE ANCHOR PT. LOCATED 3' MIN. UPLAND OF ORDINARY SHORE LINE PROPOSED WORK SITE—,,"",, O O HIGH WATER MARK (TYP.) ROPE OR CABLE I VARIES WITH FLOATS _ SEE NOTE 3 (6'I MIN.) EBB CURTAIN TURBIDITY STREAMS, FLOW VELOCITY BRIDGE >5 FT/S o APPROVED (TURBIDITY CURTAIN) GEOTEXTILE TO UNDISTURBED BOTTOM pOWITH FOLDS FOR WATER FLUCTUATION FLOW EXISTING GROUND /WATER BANK III WEIGHTED ANCHORING SYSTEM -SEE NOTE 6 —III E II= I- 10'-0" TY�NOTE 2 _ _ WORK AREA SECTION A-A ANCHOR POINTS EVERY 100 FT. MAX. i BARRIER MOVEMENT DUE TO TIDAL CHANGE STATE OF NEW YORK r SHORE ANCHOR PT.LOCATED ; DEPARTMENT OF TRANSPORTATION 3' MIN. UPLAND OF ORDINARY Eli) , — HIGH WATER MARK (TYP.) STAKE OR ANCHOR EVERY 100 FT.MAX. ' v U.S. CUSTOMARY STANDARD SHEET i9 PLAN TIDAL WATERS ; SEP 2 3 2015 AND/OR HEAVY WIND AND WAVE ACTION TURBIDITY CURTAIN CM C3 mNs TYPICAL TURBIDITY CURTAIN LAYOUTS Sc�r;aoidlarrn ` N N Board of-mases _ APPROVED FEBRUARY 09, 2010 ISSUED UNDER EB 09-036 II II II WWC Z"= /S/RICHARD W.LEE, P.E. LLo + EFFECTIVE DATE: 09/02/2010 DESIGN] DEPUTY CHIEF ENGINEER 209-06 500'-0" MAXIMUM FROM END OR CORNER TO PULL SECTION OR BETWEEN PULL SECTIONS 10'-0" MAXIMUM 10'-0" MAXIMUM NOTE: BARB OR KNUCKLED SELVAGE 1" ABOVE THE TOP RAIL ON FENCES 6' HIGH AND OVER. KNUCKLED SELVAGE FOR FENCES LESS THAN 6'. BARBED OR KNUCKLED SELVAGE 1" ABOVE END POST CORNER OR INTERMEDIATE (PULL) THE TOP RAIL ON FENCES 6' HIGH AND OVER LINE POST WITH CAP LINE POST WITH CAP TOP RAIL KNUCKLED SELVAGE FOR FENCES LESS THAN 6' POST(INSTALLATION TYPICAL FOR BOTH) BAND BAERA STRETCHER BAR BRA�RAIL TENSION WIRE TENSION WIRE Rm 3/8"� TRUSS RO TURNBUCKLE i A i, FINISHED GRADE i i i i i ' i �" ' > p i TURNBUCKLE i ie i i CLASS A OR CLASS B POSTS REQUIRE i i i i i i i i i.i i i i .i STRETCHER BARS AND BANDS. CLASS ii i y i i C POSTS HAVE THE FENCE FABRIC WOVEN y i '91 U. i INTO THE POST. (SEE MANUFACTURER'S U. i u u (SEE NOTE 6I u' u' i U. i >1_ INSTRUCTIONS) �>s_i `'�- `'s- (SEE NOTE 6) ^- TERMINAL SECTION LINE SECTION PULL OR CORNER SECTION NOTES: COLLAR: WELDABLE STEEL OR CAST STEEL 1. POSTS, INCLUDING ENCASEMENT, SHALL BE SET INSIDE THE R.O.W. LINE SO THAT FENCING PLACED ON POST AND RAIL SECTION GALVANIZED IN ACCORDANCE WITH SECTION THE R.O.W. SIDE OF POSTS WILL BE AS NEARLY ON THE R.O.W. LINE AS POSSIBLE. WHEN DIRECTED BY THE NOTE: DRIVE ANCHOR ANGLES 719-01 TYPE I OR CAST IRON OR MALLEABLE IRON ENGINEER. THE FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE POSTS SO THAT THE FABRIC CAN STEEL ALUMINUM NORMAL TO FENCE FABRIC BE PULLED TIGHT AGAINST THE POST. USE SECTION GALVANIZED BOLT 2. POSTS IN ROCK - WHERE SUBSTANTIAL ROCK IS ENCOUNTERED A HOLE 1" LARGER IN DIAMETER THAN NPS ROLLFORMED O.D. WEIGHT NPS ROLLFORMED O.D. WEIGHT THE POST, AND OF 12" MIN. DEPTH FOR LINE POSTS, AND 18" MIN. DEPTH FOR ALL OTHER POSTS SHALL DESIGNATOR AND H POSTS LBS/FT DESIGNATOR AND H POSTS LBS/FT BE MADE. AFTER INSERTING THE POSTS. THE HOLES SHALL BE BACKFILLED WITH A HANDMIXED 1:2 MORTAR CONSISTING OF ONE PART PORTLAND CEMENT TWO PARTS FINE AGGREGATE MIXED TO A PLASTIC END, CORNER AND CLASS A SCHEDULE 40 PIPE 2 2%" 3.65 2 23N' 1.26 COLLAR CONSISTENCY SHOWING NO SIGNS OF FREE WATER. THE HAND MIXING AND CONSOLIDATION OF THE INTERMEDIATE POSTS CLASS 8 STEEL TUBING 22%" 3.12 MORTAR SHALL BE PERFORMED IN A MANNER APPROVED BY THE ENGINEER. FOR FENCES 6' AND FINISHED GRADE UNDER CLASS C ROLLFORMED 3%2" X 3%2' 5.10 - 3. CORNER POSTS SHALL BE USED AT SHARP BREAKS IN VERTICAL GRADE, AND CHANGES IN HORIZONTAL END, CORNER AND CLASS A SCHEDULE 40 PIPE 21/2 2% 5.79 21/2 2%" 2.00 11/2' X 11/" X 1/B' X 2'-6" (L BOLTS ALIGNMENT OF 150 AND OVER. PULL POSTS SHALL BE USED EVERY 500' ON STRAIGHT RUNS OF CHAINLINK INTERMEDIATE POSTS CLASS B STEEL TUBING 21/2 2% 4.64 GALVAN�ZEO STEEL ANGLE ANCHOR FENCE OR AS DIRECTED BY THE ENGINEER. FOR FENCES OVER 6' CLASS C ROLLFORMED 31/z' X 31/2' 5.10 / 0\ ANGLE 4. THE CONTRACTOR SHALL SUBMIT THE DETAILS FOR THE CHAIN LINK FENCE IT PLANS TO ERECT TO THE BRACE RAILS FOR 9So AS ENGINEER. NO FENCE SHALL BE ERECTED PRIOR TO THE APPROVAL OF THE VARIOUS DETAILS. FENCES UNDER 6' CLASS A SCHEDULE 40 PIPE 1�/� 1�% 0,79 / \ cp 5. STEEL PIPES AND SHAPES SHALL WEIGH AT LEAST 95X OF THE WEIGHT SPECIFIED ON THIS SHEET. THEY CLASS A SCHEDULE 40 PIPE 1�/� 1l% 2.27 1�/4 1�% 0.79 / I \ MAY EXCEED THE SPECIFIED WEIGHT. BRACE RAILS FOR CLASS B STEEL TUBING 1�/� 1l% 1.84 FENCES 6 AND OVER LINE POST-/ 6. THE CONTRACTOR SHALL HAVE THE OPTION OF SETTING THE LINE POSTS IN 1010 BY 3' DEEP CONCRETE CLASS C ROLLFORMED 1 " X 1�/�' 1.35 BASES WITH THE POSTS EMBEDDED 2'-5" OR USING METHODS OF DRIVING AND ANCHORING SPECIFIED BY THE MANUFACTURER EXCEPT THAT THE LINE POSTS WITH TRUSS RODS ATTACHED AND ALL END, CORNER CLASS A SCHEDULE 40 PIPE 1�/4 11% 2.27 1�/4 1l% 0.79 Li AND INTERMEDIATE POSTS SHALL BE SET IN CONCRETE BASES. THE CONCRETE BASES SHALL BE A TOP RAIL CLASS B STEEL TUBING 0/4 1�% 1.84 MINIMUM OF 10"9 BY 3' DEEP WITH THE POST EMBEDDED 2'-6" FOR FENCES 6'HIGH OR LESS AND 12"0 BY 3'-6" DEEP WITH THE POST EMBEDDED 3' FOR FENCES OVER 6'HIGH. FOR GATE POSTS SEE THE CURRENT CLASS C ROLLFORMED 15/x" X 1�/4' 1.35 3.41 STANDARD SHEET TITLED "GATES AND CHAINLINK FENCE ADJACENT TO GATES". CLASS A SCHEDULE 40 PIPE 11/2 1%8' 2.72 11/2 1%" 0.94 DRIVE ANCHOR 7. CHAINLINK FENCE WITH TOP RAIL SHALL NOT BE USED WITHIN 29'-6" OF TRAVELED WAY. CLASS B STEEL TUBING IY2 1%8' 2.28 LINE POSTS FOR FENCES CLASS C ROLLFORMED IV X Iwl 1.85 6' AND UNDER H POSTS 21/4' X 1Y4' 3.43 1%®' X 1714' 0.90 H POSTS 1 21/4' X 2" 1.22 CLASS A SCHEDULE 40 PIPE 2 21/e' 3.65 2 2%" 1.26 TENSION NIRv LINE POSTS FOR FENCES CLASS B STEEL TUBING 2 2%11 3.12 GREATER THAN 6' AND CLASS C ROLLFORMED I%u X 1%., 2.40 GA. ALUMINUM TIE WIRE H POSTS 2/�" X 1�'4' 3.43 1/8 X 1 0.90 WIST AROUND POST EQUAL TO OR LESS THAN 8' i V INTERMEDIATE AND POST TOP POST RACE ROLLFORMED 21/, X 2 1'22 CLASS "C" ROLLFORMED SECTIONS CLASS A SCHEDULE 40 PIPE 2 1 2%" 3.65 2 25/x" 1.26 SUGGESTED METHOD OF TYING (SEE POST AND RAIL SCHEDULE FOR DIMENSIONS) LINE POSTS FOR FENCES CLASS B STEEL TUBING 2 2W" 3.12 TENSION WIRE TO LINE POST GREATER THAN 8 AND EQUAL TO OR LESS THAN 10' CLASS C ROLLFORMED 21ff X I 4" 2.78 H POSTS 21/4' X 174' 3.43 21/4' X z" 1.22 ACCESSORY STEEL ALUMINUM CLASS A SCHEDULE 40 PIPE 21/2 27/x" 5.T9 2/2 27/x" z.o 0 STATE OF NEW YORK OVER POLINE STS FOR FENCES CLASS B STEEL TUBING 21/2 2%-- 4.64 FABRIC TIES FOR TOP AND BRACE 6 GA. ALUMINUM WIRE AT 0 ALUMINUM WIRE AT 24" C.C. MAX. DEPARTMENT OF TRANSPORTATION H POSTS 21/4' X 1Y'4' 3.43 21/4' X 2" 1.22 24 C.C. MAX. c • DO NOT USE 31/Z' X 3y2' ROLLFORMED POST ON FENCES OVER 8' FABRIC TIES FOR LINE POSTS 6 GA. ALMNUMWIRE AT O"j'XUMIUWIREAT14" X RCLIPS AT U.S. CUSTOMARY STANDARD SHEET m m 11 GA.ALUMINUM WIRE AT ED m FABRIC TIES FOR TENSION WIRE 12" O.C. " 0 ALUMINUM WIRE AT 12" mN BOTTOM TENSION WIRE 7 GA. GALVANIZED STEEL " 0 ALUMINUM WIRE CHAINLINK FENCE too WITH TOP RAIL G �v' is, w w¢ =� ERRATA 1 EFF. 01/09/2014 APPROVED: NOVEMBER 4. 2013 ISSUED UNDER EB 08-036 fl /S/L� ISSUED WITH EB 13-042 ww i SEP 2 3 2015 ) DEPUTY CHIEF WENGINEER,DESIGN 607-04 u-o + �FFECTIVE DATE: 01/08/09 (ACTING) Southold Town Board of Trustees 6B2 „ I 20'-0" MAX. (SHOWN) - 8'-0" MIN. (SEE NOTE 2) o I '� 4B1 N 2,-0" 2,-0" I 1 2" a 11 0 0 0 0 0 if I 6B3 NOTES: N - -—-—-—y - - —-—-—-—-—-—t BARRIER -—-—-—-—-—---0—- -r--—-—-— —4 n 1. TEMPORARY CONCRETE BARRIER SHALL BE PRECAST IN ACCORDANCE WITH THE REQUIREMENTS 1�/4'¢ IIif kill 4B4 OF §704-05 PRECAST CONCRETE BARRIER. 0 LIFTING DEVICES, (2) MINIMUM, SEE NOTE 9 0 1�/;'O ANCHOR HOLE (TYP.)�� JOINT CONNECTION TUBE HOLES dl -- I 2. TEMPORARY CONCRETE BARRIER SHALL BE PRECAST UNITS OF ONE OF THE FOLLOWING III Ap II I NOMINAL LENGTHS 8', 10', 12', 14', 16', 18', 20'. 2" 3. STEEL PLATE REINFORCEMENT SHALL BE ASTM A36M, A572M, GRADE 345 STEEL, TUBE PLAN 2" SECTION A-A REINFORCEMENT SHALL BE ASTM A500, GRADE B OR C, AND REINFORCING BARS SHALL 7" 6" 7" BE A615, GRADE 420. EPDXY BARS ARE NOT REQUIRED. 20'-0" MAX. (SHOWN) - 8'-0" MIN. (SEE NOTE 2) 6B2 4• ALL WELDING SHALL BE PERFORMED BY A WELDER QUALIFIED IN ACCORDANCE WITH 4" _ i SECTION 8 OF THE NYS STEEL CONSTRUCTION MANUAL. . io ly In 685 0 II 5. SURFACES TO BE WELDED SHALL BE FREE OF SLAG, RUST, MOISTURE, GREASE OR ANY = If I--I OTHER MATERIAL THAT WILL PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. u n co 6B3 ui in 684 6. WELDING SHALL BE SHIELDED METAL ARC WELDING USING PROPERLY DRIED 5/12"0 j I E7018 ELECTRODES CONFORMING TO THE REQUIREMENTS OF SECTION 7 OF THE NYS STEEL c �Iri CONSTRUCTION MANUAL. ��-\ T. THE NUMBER AND PLACEMENT OF THE 4B4 AND 4B5 BARS WILL VARY WITH THE LENGTH OF THE BARRIER SEGMENT. DRAINAGE POCK T . 3'-0" 2'J-0x 8. CONCRETE CLEAR COVER FOR REINFORCING BARS SHALL BE 1%Z' (MIN.) UNLESS K1%2' X 5Y2" ELEVATION �+ OTHERWISE SPECIFIED. (SEE NOTE 10) TEMPORARY CONCRETE BARRIER FULL SECTION END VIEW 9. A MINIMUM OF (2) TWO RECESSED LIFTING DEVICES, EACH WITH THE CAPACITY TO LIFT A MASS OF 6 TONS (MINIMUM), SHALL BE INSTALLED ON EACH SEGMENT. SEGMENT MASS IS APPROXIMATELY 400 LBS/FT. 10. ONE DRAINAGE POCKET SHALL BE INCLUDED IN THE CENTER OF 8'-O" AND 10'-0" FULL SECTION BAR LIST SEGMENTS, TWO DRAINAGE POCKETS IN ALL OTHER SEGMENTS. X (SEE 4B5 BAR LOCATION TABLE) MARK SIZE SECTION PER LENGTH TYPE A 8 C LOCATION 11.CONNECTION KEY COVER PLATE SHALL BE INSTALLED FLUSH WITH THE BARRIER TOP. 481 4 6 4'-I1" I 5" 28" 1" STIRRUPS OPTIONAL BATTERED BOTTOM 12. 1"0 ASTM A36M ANCHOR PINS SHALL BE PLACED IN FOUR ANCHOR HOLES OF EACH 6B3 4B5 484 4 1 PER RECESS 3'-1" II 4" 15%" ANCHOR RECESS HOOPS CORNER DETAIL SEGMENT TO BE PINNED.PINS SHALL BE PLACED ON THE WORKZONE SIDE OF THE BARRIER. 485 4 SEE TABLE 4'-1l" I 5" 28" 1" STIRRUPS c 13. BASED ON SEGMENT LENGTH AND MAXIMUM JOINT ROTATION, TEMPORARY CONCRETE BARRIER ---- - -r --- -- ----- - -r-r 6B2 6 2 SEE NOTE 7 SIR. LONGITUDINAL (TOP) CAN ONLY BE INSTALLED TO THE FOLLOWING MINIMUM RADII:8' - 92, 10' - 115, 12' - 138', -- - ' -----I}---- - ' ' ' -- 14' - 161', 16' - 184', 18' -207', 20' - 230'. 6B3 6 2 SEE NOTE 7 STR. LONGITUDINAL (BOTTOM) B 684 6 2 16" STR. TRANSVERSE (BOTTOM) 6B2 4B4 685 6 2 6" STR. TRANSVERSE (TOP) � B A PLAN 5Y4" 5%z' 4B5 BAR LOCATION TABLE J --———————L—————————--- — 4BI-- NOMINAL LENGTH TYPE "II" BAR E E - OF BARRIER UNIT X N0.EACH SECTION A A �� 4B5 6B2 20' 6'-11" 2 u �� 6" elv " REFLECTOR 6B5 TYPE I BAR � � " f�NOTE: THIS COVER PLATE SHALL BE _ 18' 6'-5" 2 AL I 16' 5'-11" 2 If�ST LEO SO IT IS FLUS F THE THE To BARRIERH THE . R'Y;' WhTHXNUT AND BOLT 6B3 6B4 I I I 14' T' 1 12' 6' 1 RYP.) 2 LOCKWASHER - - 10' 5' 1 �19 8' N/A 0 77 REINFORCING ELEVATIONof "X• DISTANCE FROM END OF BARRIER TO 4B5 BAR COVER REFLECTIVE SHEETING io 1" X 1/2STIFFINER 1'-7" (TYPE IX) APPLY TO BOTH (TYP.) 2" cel 1'-3" - SIDES OF ANGLE 5if6" 1" �� So � ��� %2" PLATE (TYP.I -- " . - \r r I (TYP.) �� - (TYP I �/4' SECTION C-C (TYP4/4 REFLECTOR UPPER JOINT CONNECTIONI �, 1'-7" 1-7END VIEW SECTION E-E SECTION F-F �l. I P GCONNECTION KEY 4" X 4" X %z' CONNECTION KEY LOWER JOINT CONNECTIONSppn _ 2" X y;' a ITYP•1 2" X '/4" E' (TYP•) SECTION D-D STATE OF NEW YORK (TYP.t /+" ELEVATION LOWER JOINT CONNECTION DEPARTMENT OF TRANSPORTATION 0 I - (TYP.I , U.S. CUSTOMARY STANDARD SHEET C4 cm as 4" X 4" X %z' STEEL TUBE i "' 1'_3" 1'-6" �~-- f a f, —KEY-IN CE m m G L Ems, 1 TEMPORARY CONCRETE BARRIER m=� JOINT CONNECTION TUBE Q ; (SHEET 1 OF 3) I - � ERRATA 2 EFF. 09/04/2014 m (TYP.I 1/4I ' 2" X '/;' E(TYPJ 1 SEP 2 3 2015 IS$UED WITH EB 14-025 2" X 1/4" �(TYP•) APPROVED JULY 10, 2014 ISSUED UNDER EB 09-025 i x W ELEVATION SECTION D -D r w EGTA 1 EFF. 01/09/2014 z�= IS UPPER JOINT CONNECTION (ALTERNATE) LOWER JOINT CONNECTION (ALTERNATE) ED WITH EB 13-042 /S/J.F.TYNAN,P.E. 619-01 LLo + Southold EFFECTIVE DATE: 01/07/10 (CONSTRUCTION) C3 NOTES: 1. TEMPORARY CONCRETE BARRIER SHALL BE PRECAST IN ACCORDANCE WITH THE REQUIREMENTS OF §704-05, PRECAST CONCRETE BARRIER. 20'-0" 2. STEEL PLATE SHALL BE ASTM A36M, A572M, GRADE 345, TUBE STEEL SHALL BE ASTM A500 GRADE B OR C. AND REINFORCING BARS SHALL BE A615 GRADE 420. 2'-0" 16'-0" 2'-0" 3. ALL WELDING SHALL BE PERFORMED BY A QUALIFIED WELDER IN ACCORDANCE WITH SECTION 8 OF THE NYS STEEL CONSTRUCTION MANUAL. 111/4'0 ANCHOR RECESS HOLE (TYP.) 4. SURFACES TO BE WELDED SHALL BE FREE OF SLAG, RUST, MOISTURE, GREASE OR ANY OTHER MATERIAL THAT WILL PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. !j --_____l 1 ______ l ______ ______ -1_______ - __ _ __ " N 5. WELDING SHALL BE SHIELDED METAL ARC WELDING USING PROPERLY DRIED 5/}z"0 i ---- - _ E7018 ELECTRODES CONFORMING TO THE REQUIREMENTS OF SECTION 7 OF THE NYS STEEL CONSTRUCTION MANUAL. i i i t --i I------ -I------ -'------ I I -----I I- -- -i-------I-I------I-I- N -- ----- ----- 6. CONCRETE CLEAR COVER FOR REINFORCING BARS SHALL BE I%Z' (MIN.) EXCEPT WHERE 484 N OTHERWISE SPECIFIED. DIRECTION OF TRAFFIC - 4" X 4" X %2" TUBE--/' 7. A MINIMUM OF (2)TWO RECESSED LIFTING DEVICES, WITH THE CAPACITY TO LIFT A MASS OF 6 TONS (MINIMUM) SHALL BE INSTALLED ON EACH SEGMENT. PLAN 8. 1"0 ASTM A36M ANCHOR PINS SHALL BE PLACED IN FOUR RECESSES OF EACH SEGMENT TO BE PINNED. 2" 211 9. CONNECTION KEY COVER PLATE SHALL BE INSTALLED FLUSH WITH THE BARRIER TOP. F 12' 7" 6' 7" 10. THE DETAILS SHOWN FOR THE END SECTIONS ON THIS SHEET ARE FOR APPROACH ENDS 4, WHICH ARE TO BE LOCATED TO THE LEFT OF THE TRAFFIC FLOW ON ONE-WAY I E 686 4B1 OPERATIONS OR BETWEEN OPPOSING FLOWS OF TRAFFIC ON TWO-WAY OPERATIONS. WHEN AN APPROACH END IS TO BE LOCATED TO THE RIGHT OF THE TRAFFIC FLOW, THE END C SEGMENT SHALL BE CONSTRUCTED SO THAT IT IS OPPOSITE-HAND (REVERSED IN ALL B ------- CONFIGURATIONS, ANCHOR HOLE LOCATIONS AND REINFORCEMENT). 483 --- _ - --- i i - _ -+ 6B5 o 11. ALL CORNERS ON THE TOP OF THE SEGMENT SHALL BE ROUNDED TOA 1" RADIUS.THE A END OF 6B7 _____--- - X482 �, /� SEGMENT SHALL HAVE A SMOOTH TRANSITION TOA 6" END-OF-SECTION HEIGHT. ALL END 1'-3" -- + _-- , , r 6B7, SECTIONS SHALL BE PINNED UNLESS OTHERWISE NOTED. --- --- --- ------- - --------------- ----� -- -- --- ---------- -- 3'-0' END OF 6B6 5'-6" 2'-0" 5�/z' 2' 5i/i" 4 � 41 51/ END VIEW OPTIONAL BATTERED BOTTOM ELEVATION F I CORNER DETAIL (TYP) TAPERED END SECTION REINFORCING DETAILS /' UPPER JOINT CONNECTION - 606 f N 481 v I. •1 I I TRAFFIC •I 6B6 FACE LOWER JOINT CONNECTIONS N 4B3 r't 4B2 . TRAFFICFACE 687 .i .5�, r,; i 6B7 i `� r I -o r :��� .rA RYP.) SECTION A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E SECTION F-FN H TRANSITION SECTIONS 4" x 4" X%Z' STEEL TUBE N OP.) 'A" 1.. SECTION G-G aYPJ JOINT CONNECTION TUBE i I i I P ° TAPERED END SECTION BAR LIST (TYP) 1" B MARK SIZE NUMBER SEC ION R LENGTH TYPE A B C LOCATION 2" x 1/i' E RYP.) 2" x 1/i' a(TYP.) SECTION H-H ELEVATION LOWER JOINT CONNECTION B A 481 13 3 4'-11" I 5" 28" 1" STIRRUPS 4B2 13 1 3'-3" I 5" 18" 1" STIRRUPS 4B3 13 1 1'-8" I 5" 8" 1" STIRRUPS RYPJ 1/i' TYPE "II" BAR 484 13 9 3'-1" II 4" 151/2". HOOPS — 1'-7" 1'_7„ I 6B4 19 1 1'-2" STR. STATE OF NEW YORK 1'-3" 1'-6" 6B5 19 1 V. STR. DEPARTMENT OF TRANSPORTATION TYPE "I" BAR 6B6 19 2 16'-7" STR. TRANSVERSE (TOP) i 6B7 19 2 18'-2" 1 STR. I I I ITRANSVERSE (BOTTOM) Q I P U.S. CUSTOMARY STANDARD SHEET -auk mmi RYP.) 'A" 21 X I/i' �(TYP.) 1 }� � i� � ,m z" x /, a(TYP.) ��� TEMPORARY CONCRETE BARRIER coN N ELEVATION SECTION H-H jill' (SHEET 2 OF 3) N o UPPER JOINT CONNECTION (ALTERNATE) LOWER JOINT CONNECTION (ALTERNATE) P SEP 2 3 2015 APPROVED SEPTEMBER 30, 2009 ISSUED UNDER EB 09-025 wwcr EELU z t-sad /S/J.F. TYNAN, P.E. LLo + of Town EFFECTIVE DATE: 01/07/10 CONSTRUCTION)ENGINEER 619-01 124" CONTINUOUS (SPLICES NOT PERMITTED) rE GAP 6" 4'-3" 1'-3" 1'-3" 4'-3" 6" 6" 1'-3" f-iNSIDE CONNECTION -OUTSIDE CONNECTION _ — _ - — _ — 3"0 HOLE 1%Z'O HOLES 3110 HOLE ' • • BOX BEAM GUIDE RAIL HOLE LAYOUT DETAIL I V N I I I I I I SHIM INSIDE 12'-0" I I CONNECTIONS SHIM OUTSID I WITH WASHERS CONNECTIONS I I SIDE VIEW WITH WASHERS I I (CONSTRUCTION SIDE) I I I I I I I I I 8" X 8" X %2' THICK PLATE I I WITH %8'0 HOLE I I Y4'0 CONTINUOUSLYI TRAFFIC SIDE TRAFFIC SIDE THREADED ROD 8" X 8" X %Z' THICK PLATE 18" INITIAL LENGTH 1 WITH %"0 HOLE FENDER WASHER FENDER WASHER PLAN VIEW PLAN VIEW 1';' NUT TYPICAL O O O O TCB CURVING TCB CURVING EACH END -____