Loading...
HomeMy WebLinkAboutTR-11016 Glenn Goldsmith,President ���\O COGy.` Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • O�� Southold,NY 11971 Joseph Finora �Ol �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Docko on behalf of CARROLL M. CARPENTER REVOCABLE TRUST requests a Wetland Permit and a Coastal Erosion Permit to reconstruct the existing pier consisting of removing the existing landward wood ramps and construct a new landward 4' wide by ±42 linear foot long access ramp to pier with handrails and two beach access ship ladders/stairs; in-place reconstruction of existing 7' wide by ±112 linear foot long fixed pier with handrails; reconstruct existing 7' wide by 22' long fixed "L" pier with a ships ladder; existing tie-of pile to remain; and to install new water and electric to pier. Located: 2512 Brickyard Road, Fishers Island. SCTM# 1000-7-4-3.1 Type of area to be impacted: Atwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: hapt. 275 Chapt. 11.1 other Type of Application: " Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes W-1/No Not Applicable Info needed/Modifications/Conditions/Etc:: &W6911 JOW 4� Present Were: G. GoWsmith - N. Kr ski E. Sep enoski L. Gillooly J. Finora aI6 :''26 2tl� ....... 25 ?3 N 21 1 20 PI �' 15 yi Otl to 2/I /14 to to I/ I f t'1 iD � IIN • S 16 6 O p 6 9 tl t 4 �n� 22 20 , t9 t8 16 ' �.- O 0 6 6 n WEST a 6 �� rN 11HARBOR o� 9 A I11 IS �PPWa.' SITE FISHERS ISLAND. NY; •� - .-� PROJECT DOCK LOG�.TION 1`�I�.P REFERENCE RECONSTRUCTION CHART:13214 NEW FLOAT and RAMP N/F PROPERTY GRAPHIC 5C l000 O 1000 IN YARDS OF GREY GULLS LLO NOTES: 1.ELEVATION DATUM IS NAVD88. 2.TIDE DATA IS TAKEN FROM 2024 NOAA TIDE TABLES REFERENCE:WEST HARBOR-FISHERS ISLAND, NY PR SITE OPERTY of 3.PROJECT DESCRIPTION:RECONSTRUCT CARPENTER •�`'` ° GRANDFATHERED,PRE 1968 PILE SUPPORTED PIER + 112tLF X 7-FT WIDE INCLUDING RAILS AND NEW UTILITIES AND 22tLF OF 7-FT WIDE PILE SUPPORTED'L' N/F PROPERTY OF PIER HEAD.CONSTRUCT A 4-F7 WIDE X 42tLF PILE TURKEY HOUSE LLG FISHEF2S LSLANI�, NY SUPPORTED SHOREWARD PIER ACCESS EXTENSION WITH RAILS AND TWO SHIPS LADDERS OF WHICH 16tLF IS WATERWARD OF THE APPARENT HIGH WATER LINE. 4.PROJECT PURPOSE: TO REBUILD AN EXISTING NOTE THE SHORELINE SHOWN ON LONGSTANDING,AUTHORIZED DOCK IN SUPPORT THIS DRAWING IS BASED ON TOWN OF RECREATIONAL BOATING AND SWIMMING 015 PLANIMETRIC INFORMATION AND ACCESS. MAY NOT REFLECT THE CURRENT TIDE 5.THESE APPLICATION DRAWINGS REPRESENT A LINE LOCATIONS OR FEATURES. COMPILATION OF SURVEYS FOR ENVIRONMENTAL PERMIT PURPOSES.THEY ARE NOT CONSTRUCTION CONTRACT DOCUMENTS.A TOWN BUILDING PERMIT OVERALL PLAN MAY BE REQUIRED. 6.ADJOINING PROPERTY OWNERS: GRAPHIC SCALE 1'=300' NORTH: SOUTH: GREY GULLS LLC TURKEY HOUSE LLG 300 200 100 O 300 5803 KENNETT PIKE c/o POWDERMILL FINANCIAL SOLUTION SITE: SUITE A 5803 KENNETT PIKE EAST MAIN ROAD WILMINGTON,DE 19807 SUITE A FISHERS ISLAND,NY 473804 WILMINGTON,DE 19807 PROJECT: PIER RECONSTRUCTION REVISED 6-5-25 DEG LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD OF N SITE ADDRESS i£SCTM SUFFOLK COUNTY NEW YORK /<<G WATERWAY: WEST HARBOR P pE O REVISED 10-24-25 DEG DATE: OCTOBER 23,2024 0 C K 0 to PROJECT DESCRIPTION APPLICANT: CARROLL CARPENTER O SGTM SCTM 1000-.7.-4-3.1 r_ O � E E I V ;AGENT: SHEET 1 OF 5 • • C,�OG KO (� G Sound Engineering Associates LLG 102831% ! r Yly`tic,CT 0355 • ESSIo*►P� A U G 1 3 2026 8 572 8933 DWG 0-24-10-3355 E L:office@docko.com Docko Sound Engineering Assoclat scut AM Garpemter_F9oat_1-B_2024.dwg Board Of TruIPPF EXISTING PILE SUPPORTED t� V PIER HEAD DECK EL 4.8t�� �2y�' 6 5 WEST HAFZBOF2 `� -6.0 SURVEY by JAMES BERNARDO LAND N / SURVEYING LLG X-3.1 / ELEVATIONS ARE BASED ON NAVD 88 APPROXIMATE LANDWARD 3.4 0 a / LIMIT OF EELGRASS 7 X EXISTING 7-FT WIDE PILE X-2.8 SUPPORTED PIER DECK 48t Ju 0<-3.3 ' EXISTING TIE-OFF PILE o��� 52 7 STING PIER SUPPORT PILE(TYP) ^^^X-2.3 j oc � MEAN LOW WATER IN ce OF snv EL=-1.6 1. O` ROGKS� L-b ' / O Q 2.7 .d X-0.,4, � ,yN +qir 9 X-1.7 / MEAN HIGH/ p 1.9 WATER EL=0.8F��� > �ri � r 'N/F PROPERTY \ f ROCKS / / 4 OF GREY F °v oQ 8 BOULDER(TYP) / GULLS LLG} >Q U .clfso t' .6 \ O ` , . /APPARENT HIGH WATER EL=2.3 Nfo APPROXIMATE LIMIT o £ f wnsw nnuas OF SPARTINA \ XG5 %✓Sc .g a EXISTING WOOD S wi � TO BE REMOVED PROPERTY of / >2.5 _' \\ARPENTER a `2P \ �... B e3 EX15MNeWOOD RAMPS >Q.5 TO BE REMOVED BRUSH \ BENCHMARK HIGH POINT 3 DITCH ON TRIANGLE SHAPED / BOULDER EL=3.60 NAVD88 ` 4 1.7. 6 EXISTING CONDITIONS - 5-\ GRAPHIG SGALE 1'=20' \ PROJECT: PIER RECONSTRUCTION 20 10 O 20 REVISED 6-5-25 DEC LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD F N SPARTINA LIMIT SGTM SUFFOLK COUNTY NEW YORK P�� OEB'A WATERWAY: WEST HARBOR 00 DATE: OCTOBER 23,2024 0 0 C IL 0 C APPLICANT: CARROLL CARPENTER SGTM SCTM 1000-.7.-4-3.1 AGENT: SHEET 2 OF 5 • - _ • 4Wund Engineering Associates LLG . �1 stic,CT 06355 � bFg,�NP�' A U G 1 3 2Q26 8✓O 572 8939 DWG D-?ll 10-3355 E L:office@docko.com Docko Sound Engineering A 5ada Garpenter_Flaat 2_2024.dwg Boarr;of Tnlstess , PILE R PT X D22 LF'L'PIEROIRTEDQ N DECK EL 4.8±TO Q���I EXISTING PIER SUPPORT PILE A 6.0 REPLACE AS NECESSARY(TYP) i NEW UTILITIES /5 �u a NEW LADDER X-3.4 S APPROXIMATE LANDWARD LIMIT OF EELORA55 wEST HARaoR REBUILD 7-FTX 112*LF PILE X-2 8 SUPPORTED PIER DECK EL 4.8± 3.3 EXISTING TIE-OFF �0 PILE TO REMAIN X / \-3.2 / �O APPROXIMATE LANDWARD EXIYSTING PIER SUPPORT PILE QOD LIMIT OF EELG S� 5 REPLACE AS NECESSARY(TYP) 2' �ch MEAN LOW 0 O o ROCKS NEW RAILS WATER .� O '0 �c EL=- — Q q Q Q o o p 2.7 � OPEN GRATE DE 7CKING 0� C X-2. / ."`. o .9 r,> ry � X-1.7 _�•p. / MEAN HIGH/ p � 1.9 WATER EL=0.8 PROPERTY 0 `I.H OF GREY, NEW PILE SUPPORTED 4-FT \ ROCKS 1 X-0.7 X 42±1-FACCE33 WALKWAY *kGULLS LLG ; with RAIL5 MAINTAIN 3 EXISTING PIER ELEVATION NOTE: X-D ix x a 1. CONSTRUCTION WORK MAY NOT OCCUR —APPARENT HIGH 2 _ K4w \ FROM APRIL 15 THROUGH OCTOBER 31 WATER EL=2.3 <�sx 2. WORK BARGE MAY ONLY ENTER WORK (3\ PO oPg,3 AREA DURING HIGH TIDE AND A � TURBIDITY CURTAIN MUST BE USED APPROXIMATE LIMIT w >2.5 /OF SPARTINA BRUSH ��A' '/ �P y.0 BOULDER(TYP) 2•5X NEW BEACH ACCESS SHIPS LADDERS �. BENCHMARK HIGH POINT BRUSH ON TRIANGLE SHAPED r DITCH BOULDER EL=3.60 NAVD88 3 2. o S _ PLAN VIEW 4 � 1 5 / 6 GRAPHIC SCALE 1'=20' �' 5- 6 EXISTING TIMBER STEP(TYP) 20 10 0 20 .1 SURVEY by JAMES BERNARDO LAND SURVEYING LLG PROJECT: PIER RECONSTRUCTION ELEVATIONS ARE BASED ON NAVD'88 REVISED 0-5-25 DEC LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD F N SPARTINA LIMIT�SGTM SUFFOLK COUNTY NEW YORK WATERWAY: WEST HARBOR REVISED 10-24 25 DEC DATE: OCTOBER 23,2024 1 1 000 00 U C j{ FLOAT REMOVAL$EXT APPLICANT: CARROLL CARPENTER ' • _�D1f7ENSION5 - SGTM SGTM 1000-.7.-4-3.1 ff-P TBE 1?�}'1�9-5 DEG AGENT: SHEET 3 of 5 • _ _ _ • OUiT OGKO N� Y0243A REMO D tC ound Engineering Associates LLG • ' yst c,GT 06355 FS$�ON�v 11 A U G 1 3 2026 GO 572 8939 DWG 0-24-10-3355 qq EEMIAIL:office@docko.com Docko Sound Engineering Assoc tes —7p�// 0,-22025-1430 AI' Garpenter_Float 3-D_2024.dwg s0Ui1101�IOt"dri Board o�TRJstB'S i_____I NEW 4-FT X 26±LF AHWL——: NEW 4-FT X 16±LF EXISTING 7-FT X 112±LF r PER EXTENSION ENDW LANDWARD PILE SUPPORTED LANDWARD OF AHWL PIER EXTENSION SUPPORT MAIN PIER TO BE REBUILT NEW LANDWARD PIER EXTENSION TO INTERSECT : EXISTING TIMBER STEPS w NEW 3-FT WIDE BEACH ACCESS SHIPS LADDER LANDWARD OF THE AHWL NEW PIER EXTENSION BOTTOM SEDIMENTS:SAND SUPPORT PILE(TYP) (7YP,BOTH uur....:>,:..,._,:,.,_.;..;.r.nnr>__,,.•.:�. : ., . ..llllf �' '� .IIIII ...>, ,...,'�Ilir<,rilil :; ....,. , .. . _ '. � :, : EXISTING 7-FT X 112+1_1` EXISTING 7-FT X 112±LF —PILE SUPPORTED PILE SUPPORTED MAIN PIER TO BE REBUILT MAIN PIER TO BE REBUILT I NEW RAILS(TYP BOTH SIDES 1 I z u =— 1 NEW REBUILT PIER SUPPORT PILE TOP EL 4-FT AL30VE DECK P) BOTTOM SEDIMENTS:SAND BOTTOM SEDIMENTS:SAND EXISTING 7-FT X 112±LF PILE SUPPORTED _ F MAIN PIER TO BE REBUILT 1 7-FT DECK RECONSTRUCT 7-FT X 22±LF I NEW UTILITIES WIDTH ILE SUPPORTED PIER HEAD'L' DECK EL 4.8 MATCH EXISTING iNEW SPLIT CLAMP and Z GROSS BRACE(TYP) —+� I AHWL1.9— - - -'— - - - - —MHW0.8- - — NAVDO.O- - - - -ALWL-1.6 — BOTTOM SEDIMENTS:SAND "''"'"'""`' ` PROFILE DETAIL GRAPHIC SCALE 1'-10' 10 s o 10 PROJECT: PIER RECONSTRUCTION REVISED 6-5-25 DEG LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD F N SUM SUFFOLK COUNTY NEW YORK WATERWAY: WEST HARBOR REVISED 10-24-25 DEC DATE: OCTOBER 23,2024 m O C K O FLOAT REMOVAL$EXT APPLICANT: CARROLL-CARPENTER ; Q IT �,__� DIMENSIONS,, ".5CTM SGTM 1000-.7.-4-3.1 O a�: �,,_.+! � � AGENT: SHEET 4 of 5 • __ _ • as j5lound Engineering Associates LLG ystic,CT 06355 �Ess►oN�`' I ' A U G 1 3 2026 8PO 572 893-9 DWG D-24-10-3355 pEhIL office@docko.com Dockc Sound Engineering Asrocla es $plltho112kQRYR02510:30 AM Carpenter_Flooi 4-B_2024.dwg Board of Tnistees 4-FT X 42FT LANDWARD PIER 7-FT 112+LF PIER TO BE REBUILT EXTENSION 7tFT X 22tLF'L PIER AHWL 16tFT AHWL HEAD TO BE REBUILTT�I AHWL 19 �MHVD 6.0 .. �: A 1 h 1 LWL-1.6 5 .. •- � � II M EGIMFMS l ({x.tA, 4, , * `� a �EELGR�'SS krw OVERALL PROFILE GRAPHIC SGA1.E 1'=30' 30 20 10 0 30 NOT ALL TIE-OFF OR RESTRAINT PILES ARE SHOWN IN THESE MEWS. 22+FT X 22t1-F V 7±FT X 1122LF MAN PER r+ PIER HEAD TO TO BE REBUILT BE REBUILT NEW UTILITIES(LOCATION MAY VARY) NEW L AOOER (LOCATION MAY VARY) EL 4.8+MATCH EXISTING NEW PIER SUPPORT PILE TOP EL 4-F7 ABOVE DECK(7YP) — NEW SPLIT CLAMP and — - -. ---- GROSS BRACE(TYP) AHWL 19 — _ MHW0.8 — NAVD 0.0 - \ MLW-1.6 - - - rI ILL EELGRASS l :S I. i •il .BOTTOM SEDIMENTS: t x' - t - f , ENO VIEWL j l"- ET � GRAPHIC SCALE 1'=10' � 1, `f l A U G 1 3 2026 �((( NOTE- ,O 5 0 10 � E ALL DECKING WILL BE 6046 MINIMUM OPEN GRATE -fHRU-FLOW'ON ENTIRETY OF PIER AND EXTENSION EL�1/ATIONI—S ARE BASED ON�1C VD'88 PROJECT: PIEfz REGONSTRUCgT�ICO cNTn1�e^s REVISED 6-5-25 DEG LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD F N SCTM SUFFOLK COUNTY NEW YORK WATERWAY: WEST HARBOR REVISED 10-24-25 DEG DATE: OCTOBER 23.2024 • 0 C K 0 • 0 FLOAT REMOVAL�EXT APPLICANT: CARROLL-CARPENTER DIMENSIONS SGTM SGTM 1000-1.4-3.1 C REVISED 12-29-25 DEG AGENT: SHEET 5 of 5 • _ • '.n 0000 MIN DECKING pOGKO 4f► C92 Sound Engineering Associates LLG �Opd3� Mystic,CT 06355 • �ESSiOti3P�' 860 572 8939 DWG D-24-10-3355 EMAIL:office@docko.com Docko Sound Engineering Assoclates 12/29/2025 10:30 AM Garpenter_Float 5-B-2024.dwg O Department of KATHY HOCHUL STATE Environmental Governor Conservation AMANDA LEFTON Commissioner Carroll Carpenter& John Gates March 04, 2026 PO Box 295 Fishers Island, NY 06390 Re: Application #1-4738-05081/00002 Carpenter Property 2512 Brickyard Road Fishers Island, NY 06390 SCTM No. 1000-7---4-11 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 for the referenced activity. Please carefully read all permit conditions contained in r 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 address labeled on the footer of this letter. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Cc: Docko Sincerely, DEC - BMHP - DEC - File Paris Martin Environmental Analyst Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 117901 dep.r1@dec.ny.gov 1 (631)444-0365 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 3D 1-4738-05081 PERMIT Under the Environmental Conservation Law CL F_ Permittee and Facility Information Permit Issued To: Facility: CARROLL CARPENTER CARPENTER PROPERTY PO BOX 295 2512 Brickyard RdISCTM No. 1000-7-4-3.1 FISHERS ISLAND,NY 06390 Fishers Island,NY 06390 Facility Application Contact: DOCKO,INCORPORATED PO BOX 421 MYSTIC, CT 06355 (860) 572-8939 Facility Location:- in SOUTHOLD in SUFFOLK COUNTY Village: Fishers Island Facility Principal Reference Point: NYTM-E: 751.4166153958061 NYTM-N: 4572.7339308493 Latitude: 41"16'00.9" Longitude: 71°59'55.0" Project Location: 2512 Brickyard Road Authorized Activity: Reconstruct 7fk wide by 112ft long pile supported pier(dock)with new rails and open grate decking. Reconstruct 7ft wide by 22ft long pile supported pier(dock)head with ladder and open grate decking.Replace existing pier(dock)support piles as necessary. Remove existing wood ramps and replace with pile supported 4ft wide by 42ft long access walkway with rails.Install beach access ships ladders.Add utilities.All work to be done in strict adherence to plans prepared by Docko Sound Engineering Associates last revised December 29,2025 and stamped"NYSDEC Approved" on March 4,2026. PJM Permit.Authorizations Water Quality Certification-Under Section 401 -Clean Water Act Permit ID 1-4738-05081/00001 New Permit Effective Date: 3/4/2026 Expiration Date: 3/3/2031 Tidal Wetlands-Under Article 25 Permit-ID 1-473 8-05 081/00002 New Permit Effective Date: 3/4/2026 Expiration Date: 3/3/2031 Page 1 of.8 Adh Ohba NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID'I=4738-050$1 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:LAURA F STAR,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3469 Authorized Signature: Date 3 /4/Z[o Distribution List DOCKO,INCORPORATED DEC-BMHP DEC-File Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: WATER QUALITY CERTIFICATION• TIDAL WETLANDS 1. 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. 2. 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. 3. In Water Work Moratorium All in-water work,must cease from April 15 through October 31 of any calendar year. Page 2 of 8 I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05081 4. Provide Contractor with SAV Map Prior to any work commencing,the contractor must be provided a map of all submerged aquatic vegetation(SAV)in the area where work or disturbance may occur. 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 Docko Sound Engineering Associates last revised December 29, 2025 and stamped NYSDEC Approved on-March 4,2026. 6. 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 751inear feet from the.tdal wetland boundary. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. 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. 9. Precautions Against Contamination of Waters All necessary precautions shall betaken 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. . lo. Install,Maintain Erosion Controls Necessary erosion control measures,i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 11. No Dredging or Excavation No dredging,excavating or other alteration of shoreline or underwater areas is authorized by this permit,nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such.activities in the future. 12. No Prop Dredging Prop dredging,or the act of utilizing and/or directing the propeller or propulsion system of a motorized vessel and/or the water-borne forces created by said propeller or propulsion system,to excavate or displace existing bottom sediment and benthic habitat for the direct or indirect purpose of establishing or increasing water depth,is a regulated activity and is not authorized by this permit. Prop dredging is strictly prohibited without further written authorization(permit, modification or amendment)from the department. 13. No Floats This permit does not authorize the installation of floats.. 14. In-Water Construction Equipment All in-water construction equipment(e.g.barge)should only access work area during high tide and a turbidity curtain must be used during construction to protect the surrounding submerged aquatic vegetation(SAV). Page 3 of 8 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC-ID 1-4738-05081 15. Pilings at Property Lines Pilings shall not: a. extend laterally beyond property lines, b. interfere with navigation,or c. interfere with other landowners riparian rights. 16. Docks at Property Lines Docks/catwalks/floats must not: a. extend laterally beyond property lines, b. interfere with navigation,or c. interfere with other landowners riparian rights. 17. Minimum Dock or Catwalk Width and Height Dock or catwalk shall not exceed 4 feet in width for access walkway and 7 feet in width for pier(dock)and shall be a minimum above grade over tidal wetland areas as per dimensions of the plans prepared by Docko Sound Engineering Associates last revised December 29,2025 and stamped NYSDEC Approved on March 4,2026. 18. No Permanent Structures on Dock No permanent structures shall be installed on dock/catwalk/float without first obtaining written Department approval(permit,modification,or amendment)-. 19. No Structures on Pilings No structures;other than structures specifically authorized by this permit,shall be constructed on pilings without further authorization from the department(permit, modification or amendment). 20. Catwalk Decking-60% Open Space The catwalk decking shall be constructed of fiberglass grating with a minimum of 60%open space to reduce shading impacts. 21. Repairs to Structures All repairs to existing structures shall be confined to replacement of existing elements with no change in design, dimension or materials,unless specifically authorized by this permit. Page 4 of 8 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Facility DEC I1)'1473845081 22. Wood Preservatives a. Pressure treated wood used for construction of in-water structures must have undergone'a treatment process approved(stamped or otherwise marked as certified)by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol(PCP)must not be used in marine or brackish waters. Wood treated with PCP must be aged in the open air for at least three months prior to in-water use. c. The use of creosote treated wood is prohibited both in the water and upland areas. d. Chromated Copper Arsenate(CCA)pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland . and/or water body. (Note "E."below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body,including wetlands or.protected buffer areas. 23. Materials Disposed at Upland Site Any demolition debris,excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility.These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 24. 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. 25. 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. 26. 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 5 of 8 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05081 WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project,as conditioned pursuant to the Certificate, complies with Section 301, 302,303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards,and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a).'The authorized project,as conditioned,will also comply with applicable New York State water quality,standards,including but not limited to effluent limitations,best usages and thermal discharge criteria,as applicable,as set forth in 6 NYCRR Parts 701, 702,703,and 704. 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 BrookJ50 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:Tidal Wetlands, Water Quality Certification. Page 6 of 8 lama NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05081 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. Page 7 of 8 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05081 NOTIFICATION OF OTHER PERNIITTEE 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. 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 authorized 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 8 of 8 oRK Department of STATE Environmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SHERRI AICHER Permit Number: 1-4738-05081/00002 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 03/03/2031 Email: dep.r1 @dec.ny.gov Note: This notice is NOT a permit �1 40 ra p f/ is 25 IOCfJ- r28 if. • �ii'.,i n 21 23 o -`\�@ is, to -••,•• s aa,•: (.. o bM M h}< ` is I to tl WEJI w� °,1_ir V\r t 3 II ` `` . - Nnvhaesl�j l lot 1�I F�c �•I ! t"f. o R /p1iP, _Leg l ° 6 WE—�--T HARBOR ' -10 PY .1 Coa� �a FISHERS ISLAND, NY PROJECT DOCK LOC.o.TIOIV P'�I�.G REFERENCE RECONSTRUCTION CHART:13214 NEW FLOAT and RAMP N/F PROPERTY GRAPHIC sca OF GREY 1000 O 1000 IN YARDS GULLS LLG NOTES: 1.ELEVATION DATUM IS NAVD'88. 2.TIDE DATA IS TAKEN FROM 2024 NOAA TIDE TABLES REFERENCE:WEST HARBOR-FISHERS rJ. 1-rS ISLAND,NY PROPERTY of 3.PROJECT DESCRIPTION:RECONSTRUCT A GARPENTER GRANDFATHERED,PRE 1968 PILE SUPPORTED PIER 112-_LF X 7-FT WIDE INCLUDING RAILS AND NEW UTILITIES AND 22tLF OF 7-FT WIDE PILE SUPPORTED V N/F PROPERTY OF PIER HEAD.CONSTRUCT A 4-FT WIDE X 42=LF PILE TURKEY HOUSE LLG FISHERS /SLANG. NY SUPPORTED SHOREWARD PIER ACCESS EXTEN51ON WITH RAILS AND TWO SHIPS LADDERS OF WHICH 16mLF IS WATERWARD OF THE APPARENT HIGH WATER LINE. 4.PROJECT PURPOSE: TO REBUILD AN EXISTING NOTE THE SHORELINE SHOWN ON LONGSTANDING,AUTHORIZED DOCK IN SUPPORT THIS DRAWING IS BASED ON TOWN OF RECREATIONAL BOATING AND SWIMMING `" GIS PLANIMETRIG INFORMATION AND ACCESS. ! MAY NOT REFLECT THE GURRENT TIDE 5.THESE APPLICATION DRAWINGS REPRESENT A LINE LOCATIONS OR FEATURES. COMPILATION OF SURVEYS FOR ENVIRONMENTAL PERMIT PURPOSES.THEY ARE NOT CONSTRUCTION CONTRACT DOCUMENTS.A TOWN BUILDING PERMIT OVERALL PLAN MAY BE REQUIRED. 6.ADJOINING PROPERTY OWNERS: GRAPHIC SCALE 1•=300' NORTH: SOUTH: GREY GULLS LLC TURKEY HOUSE LLG 300 200 100 0 300 5803 KENNETT PIKE c/o POWDERMILL FINANCIAL SOLUTION SITE: SUITE A 5803 KENNETT PIKE EAST MAIN ROAD WILMINGTON.DE 19807 SUITE A FISHERS ISLAND,NY 473804 WILMINGTON,DE 19807 PROJECT: PIER RECONSTRUCTION REVISED 6-5-25 DEC LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD N' SITE ADDRESS E SCTM SUFFOLK COUNTY NEW YORK WATERWAY: WEST HARBOR REVISED 10-24-25 DEG DATE: OCTOBER 23,2024 0 C K 0 • O PROJECT DESCRIPTION APPLICANT. CARROLL CARPENTER Q,py�'S��i2-29-ZS SCTM SCTM 1000-.7.-4-3.1 �r 0 AGENT: SHEET 1 OF 5 • _ • ��ii I�OGKO c, NYSDEC Sound Engineering Associates LLC • �0263; Mystic•CT 00355 1 APPROVED AS PER TER 860 572 8939 AND CONbITIONS OF 1--MAIL:ofice9docko.com DWG D-2410-3355 Docko Sound Engineering Associot l �� 2� Z Corpenter_Fbor 1-B_2024.dwg EXISTING PILE SUPPORTED 'L'PIER HEAD DECK EL 4.8t �ZZ�' -6.5 illWEST 1-iARBOR `p dV 1-1d� 6 0 ,b� SURVEY by JAMES BEPNAC2DO LAND / N SURVEYING LLG X-3.1/ ELEVATIONS ARE BASED ON NAVD'88 APPROXIMATE WARD o 3.44 LIMIT OF EELGRA55 X- S EXISTING 7-FT WIDE PIE X-2.8. SUPPORTED PIER[DECK 4.8t -3.3 X-3•2 `EXISTING TIE-OFF PILE dl. JJYY / a dll - 5 STING PIER SUPPORT PILE(TYP) -X--2.3 Q, ----X-2.7 / O `U MEAN LOW WATER / �1 O C� O O ) cE OF sAv EL=-1.6 O ROGK5 lla .7 / 0,4, / 0 v� O o X��y-y2.7 R` // � O 9 X-1.7 / MEAN HIGH p 1.9 WATER EL=G.B <ROCI- GK5 / N/F PROPERTY - oa OF GREY \ 8 BOULDER(TYP) GULLS LLGY' • PARENT HIGH _ �"�,WATER EL=2.3 ._. . l� APPROXIMATE LIMIT" 1 N900 RMPS OF SPARTINA T� \ .9 SITE / EXISTING WOOD \ TO BE REMOVED \ PROPERTY of /'>Q•5 �Q � �2� CARPENTER a \ p3 EXI�TINGa`WC�OD RAMPS >4'.5 TO BE f9EMOVED BRUSH X . BENCHMARK HIGH POINT DITCH z . 5 ON TRIANGLE SHAPED 3 BOULDER EL=3.60 NAVD88 4 17 B EXISTING GONOITIONS �' 5— GRAPHIC SCALE 1'=20' PROJECT: PIER RECONSTRUCTION 20 10 0 20 REVISED 6-5-25 DEG LOCATION: F15HER5 I51-AND-TOWN of SOUTHOLD .f N SPARTINA LIMIT�E SCTM SUFFOL.K COUNTY NEW YORK WATERWAY: WEST HARBOR P pE A O f'�,n 12 22ZS DATE: OCTOBER 23,2024 D 0 C $O O NYSDEC APPLICANT: CARROLL CARPENTER r SCTM 5CTM 1000-.7.-4-3.1 O APPROVED AS PER TERM AGENT: SHEET 2 OF 5 • _ _ _ • AND CONDITIONS_ OF RMIT 0i�pf 6SG ano` Sound Engineering Associates LLG ' St��\,`fi TE 2026. —Mystic, • EMALofEce@docko.com DWG D-24 10-3355 Docko Sound Engineering Assoclotes 12/29/2025 1030 AM Garpenter_Fbat_2_2024.dwg REBUILD PILE SUPPORTED �Y N 7-FT X 22+LF'L'PIER DECK EL.�4.8s TO ��R EXISTING PIER SUPPORT PILE fl A 6.0 REPLACE A5 NECE33ARY(7YP) NEW UTILITIES 1 /5 I� NEW LADDER X-3.4 S x �5�\ APPROXIMATE LANDWARD LIMIT OF EELGRASS WEST HARBOR Y1 REBUILD 7-FT X 112±LF PILE X2 8 SUPPORTED PIER DECK EL 4.8:t \`4 -4.3 3.3EXI3TING T1E--OFF /PILE TO REMAIN APPROXIMATE LANDWARD E /5TING PIER SUPPORT PILE p LIMIT OF� EELGRASS• 5 REPLACE AS NECESSARY(TYP) X2. - oQa � � _ X-2.7 Q o RO NEW RAIL5 MEAN R / /1 Q C �C'� � EL=- V oQ0 C' / ° _ 00 Q ° X 2 7 2.7 OPEN GRATE ECKING r -ti o O o •9 X-1.7 �p. / MEAN HIGH/ 1 p1.9 WATER EL=0.8 > � ;,, sc. ac o ` / N/F PROPERTY Q / \ `p o `best OF GREY Q. NEW PILE SUPPORTED 4-Fr ky'r \ X0.7 X 42±LFAGGESS WALKWAY � GULLS LLC ROCKS 1 tv. e RAILS MAINTAIN NOTE: EXISTING PIER ELEVATION ';?✓ :. / / 1. CONSTRUCTION WORK MAY NOT OCCUR —APPARENT HIGH 2 s,I \ FROM APRIL 15 THROUGH OCTOBER 31 WATER EL=2.3 0 � 2. WORK BARGE MAY ONLY ENTER WORK AREA DURING HIGH TIDE AND A TURBIDITY CURTAIN MUST BE USED APPROXIMATE LIMIT X1i /OF SPARTINA 4 <� .0 BOULDER(TYP) 2.5X Q EW BEACH ACCESS SHIPS LADDERS \ BENCHMARK HIGH POINT w +� BRUSH ON TRIANGLE SHAPED 1) H \ \ BOULDER EL=3.60 NAVD88 3 2 t'E) S PLAN VIEW � �� 4 1 5 � 6 GRAPHIC SGALE 1'=20' `— S\ / 6 \ EXISTING TIMBER STEP(TYP) 20 10 O 20 1 / SURVEY by JAMES BERNARDO LAND SURVEYING LLC PROJECT: PIER RECONSTRUCTION ELEVATIONS ARE BASED ON NAVD 88 REVISED 6-5-25 DEC LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD F N SPARTINA LIMIT£SGTM SUFFOLK COUNTY NEW YORK .(� 1 WATERWAY: WEST HARBOR REVISED 10-24-25 DEC DATE: OGTOBER 23,2024 � D 0 C K O • FLOAT REMOVAL 8 EXT APPLICANT: CARROLL CARPENTER O DIMENSIONS SGTM SGTM 1000-.7.-4-3.1 v, O REVISED 12-29-25 DEC AGENT: SHEET 3 of 5 • _ • I 2 RAMP CALLOUT pOGKO ^ N REMOVED YSDEC Sound Engineering Associotes LLC ' • ��Zl13; Mystic,CT 06355 ��!►�' APPROVED AS PER TERMS 860 572 8939 DWG D-2410-3355 AND CONDITIONS OF EMAIL.:office@docko.com Docko Sound Engineering AssorgC - Garpenter_Fbat -D 202.1.dwg u L JA NEW 4-FT X 26±LF AHWI_ NEW 4-FT X 16tLF EXISTING 7-FT X 112tLF PIER EXTENSION �} LANDWARD PILE SUPPORTED �—LANDWARD OF AHWL I PILE SUPPORT MAIN PIER TO BE REBUILT NEW LANDWARD PIER PIER EXTENSION EXTENSION TO INTERSECT EXISTING TIMBER STEPS 1 z - - 3-FT W7DE BEA NEW 3 :- e.ti{ — F'G ez•'— r AGG SS SHP DER 4 E 5 LAD — �..�:` _-. :NEW PIER. �„l: �" EXTE SON _ LANDWARD OF THEAHWL� - 1 BOTTOM�SEDIM NT E S•.SAND _:SUPPGRT PILE P/•�'�P BOTH SIDES - - - - -.".. .>�' A:._.:.....-::>>Imr•.:=::ull►�°-�:_�;�•_:.. . _.�;� .,.. . . ._.� ,.. .,.._.,.. . EXISTING 7-FT X 112±LF EXISTING 7-FT X 112±LF PILE SUPPORTED PILE SUPPORTED MAIN PIER TO BE REBUILT MAIN PIER TO BE REBUILT NEW RAILS(TYP 80TH SIDES 1 I w I z NEW REFOUILTRER f— P PLEEL.. _R I T -O T OP S •.Z;s `t� • ~ E�NTS-:SAND+ F7 OVE DECK T � I EDIM NTS:SAND BOTTOM SEDIM ' -- i. - ynil�+�\ r1f.- . C�CI'e - . IIE EXISTING 7-FT X 112±LF PILE SUPPORTED I MAIN PIER TO BE REBUILT 7-FT DECK RECONSTRUCT 7-f-7 X 22mLF NEW UTILITIES WIDTH ILE SUPPORTED PIER HEAD'L• DECK EL 4.8 MATGH EXISTING w NEW SPLIT CLAMP and Z A - 11111 GROSS BRACE(TYP) __AF I I F— —AHWL19— - - —MHW 0.8— — — y— — — — —ALWL-1.6—7� it - 1 11 till Jli BOTTOM SEDIMENTS:SAND EELGRA55 =v, ll rr Y PROFILE DETAIL GRAPHIC SCALE 1'=10' PROJECT: PIER RECONSTRUCTION 10 5 O 10 REVISED 6-5-25 DEC LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD N SGTM SUFFOLK COUNTY NEW YORK WATERWAY: WEST HARBOR P pE�R Q REVISED 10-24-25 DEG DATE: OCTOBER 23,2024 D 0 C K O C~ FLOAT REMOVAL&EXT APPLICANT: CARROLL CARPENTER ' �r • DIMENSIONS SCTM SGTM 1000-.7.-4-3.1 O '� � 12 29•ti AGENT: SHEET 4 of 5 • _ _ • Sound Engineering Associates LLC �0283� ��S C Mystic,CT 06355 • APPROVED AS PER TER S800 572 8930 DWG D-24-10-3355 AND rONDITIONS Of EMAIL:office@docko.com Docko Sound Engineering Associates Garpertter_Float 4-8_2024.dwg DATE CIA 4-FT X 42m-FT LANDWARD PIER —7-F7 1121LF PIER TO BE REBUILT EXTENSION I 7±FT X 22--LF'L'PIER AHWL 16'FT AHWL HEAD TO BE REBUILT-7`1 AHWL 1.9 mm35 -MHW 0.8 -� e':b. ._ �i"f ,�1 "VTS�SAN7 - N. *v.• wt WL 1.0 k �.,:,, �. � , L �EELGRA55 �'1 r•�a^ �4 OVERALL PROFILE GRAPHIC SCALE 1'=30' 30 20 10 0 30 � �/°J@ AS PER TERMS �N��ANFr►`�'� NOT ALL TIE-OFF OR RESTRAINT n PILES ARE SHOWN IN THESE VIEWS. 3 .OX 22tFT X 22--LF'L' 7-FT X 112LF MAIN PIER �— PIER HEAD TO TO BE REBUILT BE REBUILT NEW UTILITIES(LOCATION MAY VARY) NEW LADDER (LOCATION MAY VARY) DECK EL 4.8±MATCH EXISTING NEW PIER SUPPORT PILE TOP EL 4-FT ABOVE DECK(FYP) NEW SPLIT CLAMP and GROSS BRACE(TYP) AHWL 19 — - - — MHW0.8 — — ' LzA NAVD 0.0 --- - - - MLW-1.6 - - - Itr rho :ISI I' hil fill I III EELGRASS i 1l"r. rY •:L•r.t:'` 1 .r ".'i• i't r,4. BOTTOM SEDIMENTS: 1 :(:r. r'•. is:;;` . 1'r;: i f 3 wr i� :.._. - ., •:•::;'L..`+ .:'.�:?a: l.!..... i i 1...a • i .-.... r.• r r si•• •.. ,: r .... ..,r t r a.t ENO VIEW GRAPHIC SCALE 1•=10' 10 5 O 10 NOTE ALL DEGKING WILL BE 60%MINIMUM OPEN GRATE THRU-FLOW ON ENTIRETY OF PIER AND EXTENSION ELEVATIONS ARE BASED ON NAVD 88 PROJECT: PIER REGONSTRUGTION REVISED 6 5-25 DEG LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD F N SGTM SUFFOLK COUNTY NEW YORK �(� 1• WATERWAY: WEST HARBOR REVISED 10-24-25 DEG DATE: OCTOBER 23,2024 D 0 C K 0 " O� FLOAT REMOVAL E EXT APPLICANT: CARROLL CARPENTER DIMENSIONS SGTM SCTM 1000-.7.-4-3.1 O REVISED 12-29-25 DEG AGENT: SHEET 5 of 5 • • 60%MIN DECKING pOGKO ^ t9. Sound Engineering Associates LLG `d 102834 Mystic,CT 00355 Fss1a 860 572 8939 DWG 0-24-10-3355 EMAIL:office@docko.com Docko Sound Engineering Associates W29/20251030 AM Gorperrrer-Fbot-5-5-2024.dwg STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 WALTER T. MOSLEY HTTPS:HDOS.NY.GOV SECRETARY OF STATE September 8, 2025 Tim DeBartolomeo,P.E. Sound Engineering Associates,LLC P.O.Box 421 Mystic, CT 06355 Office ,docko.com Re: F-2025-0305 U.S.Army Corps of Engineers/New York District Permit Application—Carroll Carpenter c/o John Gates: Reconstruct 112±linear feet of 7-foot-wide pile supported pier and 22± linear feet of 7-foot-wide pile supported"L"pier head.Install a seasonal 120- square-foot floating dock with associated access ramp, restraint piles,and three tie off piles. 2512 Brickyard Road,Fishers Island Sound Town of Southold, Suffolk County General Concurrence Dear Tim DeBartolomeo: The Department of State received your Federal Consistency Assessment Form and consistency certification and supporting information for this proposal on May 6, 2025. The Department of State has determined that this proposal meets the Department's general consistency concurrence criteria.Therefore,further review of the proposed activity by the Department of State and the Department's concurrence with an individual consistency certification for the proposed activity are not required. This determination is without prejudice to and does not obviate the need to obtain all other applicable licenses,permits, and other forms of authorizations or approvals which may be required pursuant to existing New York State statutes. YORK Department STATE of State When communicating with us regarding this matter,please contact us at(518)474-6000 and refer to our file#F-2025-0305. Sincerely, %JCLA�� Tanna LeGere Supervisor,Consistency Review Unit Office of Planning,Development and Community Infrastructure TL/j s ecc: COE/New York District—Arlene.Tiradogusace.arm DEC Region 1 —Paris J.Martin(1-473 8-03456/00002—00003) Town of Southold LMW—Heather Lanza c DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING _ 26 FEDERAL PLAZA NEW YORK,NEW YORK 10278-0090 Regulatory Branch August 19, 2025 SUBJECT: Permit Application File Number NAN-2025-00376-TREC by Carroll Carpenter Carroll Carpenter c/o John Gates PO Box 295 Fishers Island, CT 06390 Dear Carroll Carpenter: On May 6, 2025, the New York District of the U.S. Army Corps of Engineers received a request for Department of the Army authorization for the discharge of fill material into and/or the replacement of existing structures and the installation of a new structure in and over navigable waters of the United States. The proposed work includes the replacement of an existing pier supported structure, a 7-foot-wide by 112- foot-long pile supported fixed pier, a 7-foot-wide by 22-foot-long "L" pile supported fixed pier, and a 7-foot-wide by 42-foot-long pile supported access walkway. In addition, install an 8-foot-wide by 15-foot-long floating dock and 3-foot-wide by 20-foot-long ramp. The floating dock and ramp system will be seasonal, and expected to be deployed in May of every year and removed in October. The site is located in Fisher's Island Sound, at 2512 Brickyard Road, in the Town of Southold, Suffolk County, New York. The specific applicant-provided details are as shown on the attached permit drawings titled "Pier Reconstruction and New Ramp & Float", Sheets 1 through 5 of 5, all prepared by Docko, and dated October 23, 2025. Based on the information submitted to this office our review of the project indicates that an individual permit is not required. It appears that the activities within the jurisdiction of this office could be accomplished under Department of the Army Nationwide General Permit Numbers 3 and 11. The nationwide permits (NWP) are prescribed as a Reissuance and.Modification of NWP in the Federal Register dated December 27, 2021 (86 FR 73522). The work may be performed without further authorization from this office provided the activity complies with the permit conditions listed in Section B, Nos. 3 and 11, Section C, any applicable New York District regional conditions, the following special condition(s), and any applicable regional conditions added by the State of New York, copies enclosed. The 2021 NWP in the State of New York, including their regional conditions, water quality certifications, and coastal zone management concurrence statements are also available at: https://www.nan.usace.army.mil/Missions/Regulatory/Nationwide-Permits/. Regulatory Branch SUBJECT: Permit Application File Number NAN-2025-00376-TREC by Carroll Carpenter - 2 - Special Conditions (A) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice form the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. This verification is valid until March 14, 2026, unless the NWP is modified, reissued, or revoked. This verification will remain valid until March 14, 2026, if the activity complies with the terms of any subsequent modifications of the NWP authorization. If the NWP are suspended, revoked, or modified in such a way that the activity would no longer comply with the terms and conditions of a NWP, and the proposed activity has commenced, or is under contract to commence, the permittee shall have 12 months from the date of such action to complete the activity. This authorization is conditional on the applicant's receipt of the required coastal zone management concurrence or waiver from the New York State Department of State (NYSDOS). No work may be accomplished until the required approval from NYSDOS has been obtained. Within 30 days,of the completion of the activity authorized by this permit and any mitigation required by this permit, you are to sign and submit the attached compliance certification form to this office. In order for us to better serve you, please complete our Customer Service Survey located at https://www.nan.usace.army.millMissions/Regulatory/Customer-Survey/. If any questions should arise concerning this matter, please contact Brad Sherwood, at (518) 487-0382 or at Brad.Sherwoodc@-usace.army.mil. Sincerely, Brad Sherwood Project Manager Technical Regional Execution Center USACE North Atlantic Division NATIONWIDE GENERAL PERMIT COMPLIANCE CERTIFICATION AND REPORT FORM Permit File Number: NAN-2025-00376-TREC Permittee: Carroll Carpenter Location: 2512 Brickyard Road, Fishers Island, in the Town of Southold, Suffolk County, New York Date Permit Letter Issued: August 19, 2025 Within 30 days of the completion of the activity authorized by this nationwide general permit and any mitigation required in the verification letter, please sign this certification and return it to the address at the bottom of this form. Please note that your permitted activity is subject to a compliance inspection by a U.S.Army Corps of Engineers representative. If you fail to comply with the permit's terms and conditions you are subject to permit suspension, modification or revocation. I hereby certify that the work authorized by the above referenced nationwide general permit has been completed in accordance with the terms and conditions of said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date FOLD THIS FORM INTO THIRDS, WITH THE BOTTOM THIRD FACING OUTWARD. TAPE IT TOGETHER AND MAIL TO THE ADDRESS BELOW OR EMAIL TO CENAN- R-PERMIT-APP@USACE.ARMY.MIL. PLACE STAMP HERE DEPARTMENT OF THE ARMY NEW YORK DISTRICT CORPS OF ENGINEERS USACE OPERATIONS/REGULATORY 16-406 C/O PSC MAIL CENTER 26 FEDERAL PLAZA NEW YORK, NEW YORK 10278 \\, _ \\ \ \, \ \ '\ \,. \ w. ,.., \� \ \\, \ \ \r, .\a F , ..''� \ \.. \ v �\»..\. \ \-. ., �' '`� \: '. ..""21 ,gin 11 \ a,s a\ \ \\, \ \ \ \ \ ' zn ' \. \ r ae.z \a \ ` \lk x \ < \ \ `'\' ,. \\ \� �F\\�h \'',. .. :a m,z as w,E a c*'4a, z'^ Im lk \ \ \ \ \ c, ''1.\ \ z, \\ z \,\ , \ \\i:In-, zzw 9 r 11 'i ; :` �� V A \ 7., 'V \�-� mg -�,5 :♦: v �� �vF A,A v ,� ... ev,��•`-,.'ate a,z \.,e.r�''� s°n .3 .� \A�`..',.A \ '* , V') \A.. F A ;; \V '\\,,A\,,\ V V A V S \''a�\ A\ �\ \ _ I ca i5 , u 1. -` \ a \\\\ \\"�,�'I'll,�,,��,'�,'-,'-,,,'�,.\ {\{\,\ fix,'\. �''\ \\zi ,F� \��' ,,Im zsA ,±.''e°1•/ \' y, �.�'t' '..•,•;\ \ \\`?,.', \ ,,� \\ T\� \: \ \ , \ :,• , \ \�z \.a /�r�" E i° 21AI1 '.Ix ,eAtcf az �i ,f,C ' , \ >;\ \ \\`� \ \ �. \ \\: �' a \ .4 \ \'. \\1. "\ \ ! as -- , °�a� \�,'': \ \.,,,. \ \ \\ ``� \ F\. \ ;\�: \'\ �, \�.' \\ \\\ \\ 3t tu' i 1 azA(Fl \ 4 z ";cEu,.»K \\'`,` \, •,�\ \\\F '� \\\ ,:'W ,�_a \NM, \\\\n'\��z\� , \ \ 2 4.. \\\\,\\,� \\\.."\ '\ '\ \ j j s 3s au A' " g3 i \: \\ ,.. e \ \ \ :\ \. \\ n... \ \\.. fir\ ,':\ r , {° z e.. "\ \.. ..,:. IN ..zt.:: \ .\ \ � \ ':; ., '.\\, \, .4 „ a `•. ,\` sal'. z r 'a 11 RK k-I .,_..�, v, .: _\... ., , .. ,...\,.� ,. SEE SEC: p., '\ .... .. '\.', \ \, ., \ 'Ml"'I' 11,'I\\M \ \.:,\\\ ', \ \ �� \\ \ \ ;rah ¢ /,.Tl ,� '`� ,�� R+.rEPazo<. ° ;:\ F \ \ \ ,'.�\\'\\\.\',, '\. \ \\\'�;,\ a '�i\\ \y'._ '3x.. �,5 FISHER ISIN.VO o \ \ `? �:"�•\ \\ \�z .,:: ....` r ,.: \ \ \ \ \ \ \ \ IN�a\,. \ \ .,; :.\ Jy P s WAtER NOW S wnRKs \ \ \\- \\ , \ , :�\'` a.. �.\. ♦ \ . \ \ \ \ \\ \ � \ \ \ \ \.,u',. r\ a. \\ \. \\.'\. v�\\s\�, ,F\\ \\ '\'\` \\ �\',a"\\\\. :k z \\,.\=` \\ •\ `\ .. "'`' - \\ \\''rmiaFwi+ar r',\,.� �'z \ \\ \\ e1\ 1 '\\\ �*\t \*''\' \ \\,: \ ;:� `\ F J\ _ 3 t1 �.::,.. `` �:, \ .:CcE 5E4\tA ".!11 F z, F\ \ \ \ \' \ �\ .t\ \ i\\\ ^a�.' '\:,, , {'�\, tie•.,L s.s , _i'is ,� {. aBanuo x ', 11 J F 11,11, \,.....� `\ '\ \ ''\,\ �\ ;\ "\ w\\^� \,�\\\\a'd \\ \: v \ \.. � _•� � a F 1`-"i > z9° ),xAtl ��y4� \\ *\\'�\? \11 ., � '\ \ \ \ \� :•\ -'S \ ^i'\ \ \\\ \\� .�etc x \ a {5 0/ +iz0 "µ� .-\ \\,\'..\, \:,v\..,',�'\ \,•'\ `..,\ \� \\ k \\ \ v � a N.1 S, _ !'\ \ L S 's " \..,. , \\ .\ \ \ ., ., e \ \ a� \s\X. \ \ \ \ ,, F \ E, w F \ \a `\ \\� ',�', \\\, \\ F �\ \ ',\ ` 1 B e \ \ ^. ,, '\ \ \ "} `'\ \ \,\,�\\ , \\Ft, E _ \ fib"= 4 s.Bn as B.antc, 1 \'•�. \ k \\y \,\��\\\ \11 i\ '\\''• \ F `3r -�"x Y Pt` �„ •.,8i °`tF'` o..p R 5{ 55A �,\-\\z \ a\VFav,\\v v\ -�V \\ ,A\ V v3 +at)T 4. p. I�t� 12 \v `�V" \\ 'V'il\ i\\w\V vI'll�^,.', ✓'�+.A. ..t, vV r25A .A " E _ ° \v ' �. v�v A. AA A\\\\ \\A�v t\ a° Hbixvvci xoA\� - \�, aua, ' S�f "\. ea i• i i3 `' \vvAfA z'11-,"'v vAAv,} ,v K. .: Avw A \V\v`� ,�y \Va k.v. F A v V ?y... z >� a osN.zo�`v -5 - ,I a' aBA {� v , V\ \\\\'\ :A vA. vn 1`..- \ ,,'. \ �:' \\ n v z'4 : '1?ic�{ hwE uuicii ..r• ... E \ rare AtcN ' ELF �-^' \ �' l A H6cY f' \ �.:, \. A x. \\.:� r. .: Pond \' v s•V ^.. v `,,:. t "tC v ;\V '\ see sec no A<^,'.. �kcE SE<.No „ , ,A F v \a \, n , \ ..,:...A a .....fir '\v .,• -:A a., .,v,a: ,. A ,«,. ..:, V --:, v,.. v, ,' +�n ,... .. ... A ,a ,, A t „. a, �<. A ,y.. •':.\.,,,\\.,`;,`. .:;\:::..,\ .,';.`x�a.,.\' .',:, ,.. ...,,,y r,\ ,v.. \,,, -\. .. \\;\\\v \ zR` Y\.3,'F ,\\�\' \,K \ \\ E z:'�°:'-—IllK• �„ ' �•�,� — �.d ,:,.w�,:,. G COUNTY OF SUFFOLK O .. ,N Nonce E _ '�ti w .... sscnw NO E ..ems_ __ _ �" O - ,. ,.,;�� REO PFOp F+y Taz Se:,kC Agency w pwxren+�e.,uaw�nt p of roa r.m,,.anr.O„.. ronwr sOa--.`— n SOpr— 007I-Ix -- - ry wu __ __ +e_!L x "^ —_ .r.. +. o..., u SIFFOI.K w.Mv iwt Mon5F1Y1HeiEo A . I - p % _—._— rw,e. _ _ "" —__—' o+,ra". 121) .�..«.. a. Fea w ire R �.a z_ Glenn Goldsmith,President Town Hall Annex� SO(/j� ''� A.Nicholas Krupski,Vice President �4�� �� 54375 Route 25 P.O.Box 1179 Eric Sepenoskit 1i1 Southold,New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples YOc� Fax(631) 765-6641 ON BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application IJ E C...✓i �[ �`:V �+ _Wetland Permit Application ) Administrative Permit L _—Amendment/Transfer/Extension LAUG3 2026 Received Application: -2 Received Fee: $ S 5outhdTow c� n Completed Application:_ 0 Board ofTrosfees Incomplete: _ - SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ Coordination:(date sent): \4_LWRP Consistency Assessment Form Sent: CAC Referral Sent: N _Date of Inspection: Receipt of CAC Report: Ey _Technical Review: =Public Hearing Held: Resolution: ihL Carro\l Owner(s) Legal Name of Property (as shown on Deed): Carroll Carpenter c/o John Gates Mailing Address: PO Box 295 Phone Number: 617-851-5623 Suffolk County Tax Map Number: 1000 --T-4-3.1 Property Location: 2512 Brickyard Road, Fishers Island (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable):Tim DeBartolomeo, PE/Docko Mailing Address: PO Box 421, Mystic, CT 06355 Phone Number: 860-572-8939 Email:docko@soundengineeringassociates.com PROPERTY OF CARROLL CARPENTERR 2512,11RICKYARD-ROAD WEST-HARBOR NARRATIVE STATEMENT & SUPPLEMENTAL INFORMATION FOR NYS DEC,NYS DOS AND TOWN OF SOUTHOLD APPLICATIONS July 2026 GENERAL Carroll Carpenter, the applicant, owns parcel 1000-7.-4-3.1 The located along the east shore of West Harbor on Fishers Island. Attached are application drawings for pier reconstruction, the application documents prepared for this project show the proposed configuration and pertinent details. This.supplemental narrative has been prepared in accordance with the requirements of the Town of Southold, Ordinance No. 6, 2004, and the Waterfront Revitalization Program related to docks and shorefront improvements. In addition, various coastal policies under the New.York State Coastal Management Act are addressed herein for review by the New York State Department of State and Department of Environmental Conservation. USACE permitting standards are also addressed. DESCRIPTION OF WORK This project is to reconstruct an existing, pre .1968 fixed wood pile and timber pier from the shore out into the harbor. The projects substantially avoids the local eelgrass beds. It is envisioned that this project will be built utilizing the following general sequence and methodology. ➢ The marine contractor will arrive by water with a barge, deck mounted crane and push boats,with piles,timbers, and materials on deck. ➢ Tree centerline marker piles will be driven off the ends of the pier for reconstruction references then the existing pier will be cut up, removed in deck sections, then all piles extracted and stored on the barge. ➢ New piles will be driven starting at the shore landing end of the pier and proceeding waterward at roughly 10-foot intervals to the waterward end of the pier approximately 40 feet from the Apparent High-Water Line. These 32 piles (wood, 12 diameter) will be wood, driven by double-acting air hammer to a bearing capacity of.about 20 tons and pull-out resistance of approximately 10-tons. This generally results in about 10 to 15 feet of embedment of the pile in the bearing stratum. These piles will be Class B 12-inch nominal diameter measured at three feet from the butt requiring 50 blows to set 15 feet deep. 1 ➢ After the piles are installed, split clamps/caps consisting of a pair of pressure treated Southern Pine timbers, 3 x 10's up to 4 x 12's nominal dimension, will be double bolted at each pile transversely forming a pile bent. Stringers will be then bolted on the split caps parallel to the length of the pier. ➢ The outer stringer on each side will be bolted or spiked to the pile at each bent to secure it against-wave uplift forces that this pier will typically be exposed to. ➢ After the stringers have been connected to the piles and split caps, the open grate decking will be installed. In accordance with the Town of Southold's Ordinance No. 6, 2004; this decking will not be CCA pressure-treated Southern Pine as noted on the drawings. Decking will be plastic / composite or similar synthetic, composite or plastic material with the brushed side mounted up. If composites or plastic are used, decking will be either gray, brown or natural in color. There is no adverse impact in the use of wood because of the lack of tidal wetland vegetation and SAV beneath the inshore tow thirds of the main pier. Decking will be attached to the stringers utilizing galvanized nails or stainless-steel Phillips or Flathead square-drive wood screws about 4-inches-long and-will be set with a '/4" gap between deck planks. ➢ The over-water decking will run at an elevation of approximately 4.8 feet NAVD to match the landside approach and current deck elevation and at approximately 8 feet or more above the existing bottom sediments initially (not including boulders). The bottom clearance gradually increases until reaching the level ramp landing all at elevation 6 feet above mean low water. See Sheet 4 of the application drawings for the pier profile. These elevations will provide for public access. ➢ The pier support piles will terminate about 48 inches or less above the deck surface and have horizontal rail members mounted to them. ➢ A rail of cedar, oak,hardwood or plastic material will be installed for safety. The mid-rail can be timber or cable for safety and both details are shown. Water and-electricity will be run out-in conduits from-the cottage to the pier landing then out to the head in the space between the stringers so that trickle chargers on the boat may be powered during tie-ups. The new water service will allow boats to be rinsed off after usage. A power post with an internal light will be mounted to the end of the fixed pier with receptacles to provide power to the boats from extension cords. The power post will also have coiling arms for storage of the electric service cord and hose between uses. Because the dock may be used during the hours of darkness, low-intensity downcast lights will be mounted at the power post or on staggered piles or dock rail posts to illuminate the deck and the walking surface up the cottage. This system will be manually, or radio controlled with a shut-off timer so that the lights will only be on when necessary for safety of the users. The utilities will be within the confines of the existing path and none will enter the tidal wetlands. ➢ The pier will emanate from landward of the bank, over the existing, rocky shore constituting non-turf buffer which will not be disturbed except for the support piles which will be driven through the rock mass at the near the pier landing. 2 LOCAL WATERFRONT REVISTALIZATION POLICIES The Town of Southold, -LW RP_policies-that-are applicable to this dock proposal-are a local refinement of the Long Island Sound Regional Coastal Management Program policies that apply throughout Long Island Sound. This home site on Fishers Island could be characterized as natural, rocky shorefront, however, because of the undeveloped foreshore and lawn adjacent to the house and more or less modified grounds, this is an altered site. The adjacent shoreline is otherwise, naturally protected by shoreline boulders which constitutes a rocky shoreline on a glacial deposit and with some wild riparian buffer vegetation. The developed coast policies are applicable as follows: ➢ Policy 1 is to foster a pattern of development that enhances community character and preserves natural resources to the maximum extent and minimizes adverse impacts on the environment, ➢ Policy 2 is to preserve historic resources, ➢ -Policy 3-is-to enhance and-protect scenic resources and visual quality. The proposed dock facility is consistent with waterfront development in West Harbor and in coastal areas. The layout is to maintain a practical length, with boulder avoidance and historic encroachment, to reach an adequate depth of water to avoid bottom contact and benthic disturbances in accordance with longstanding permitting standards. The pier is to be made of suitably sized timbers requiring 12-inch class B piles because of occasionally significant wave exposure and rock content in the sediments and utilizes the materials allowable under Local Law #6. This dock reconstruction proposal is shorter than other nearby dock facilities and characteristics for the visual and scenic considerations. The length is still appropriate and necessary to reach suitable navigable water in accordance with State and Town criteria and minimize shading and boating impacts to eel grass. The encroachment has been maintained, no increased, to be consistent with DEC policies, Southold Local Law #6, US ACOE policies and the structure is as low profile as possible, and high enough to avoid or minimize new shading the benthos consistent with the safe and efficient use of the waters and consistent with the tidal range and wave field of this site. The longstanding length and geometrics of the dock facility are being reviewed with both the Town Trustees and DEC Marine Habitat Protection Bureau in fair detail to assure consistency with both State and local permitting standards and guidelines. Lighting will be minimal for operational safety and otherwise off. Lights will be utilized only when necessary for boating purposes so that during hours of darkness there will be no adverse lighting impact. NATURAL COAST POLICIES The Natural Coastal Policies are 4 through 8 and require consideration as follows: ➢ Policy 4 — Minimize loss of life, structures and natural resources from flooding and erosion, ➢ Policy 5—Protect and improve water quality ➢ Policy 6—Protect and restore the quality and function of the eco-system, ➢ Policy 7—Protect and improve air quality, 3 ➢ Policy 8 — Minimize environmental degradation primarily from solid waste and hazardous substances. US Fish & Wildlife policies relating to eelgrass impacts are addressed as follows: • Policy 1-In-water work should be avoided duringthe he eelgrass growing season from April 15 to October 31. Eelgrass growth areas observed around the dock area. The facility will be rebuilt in its longstanding location (past 45 years) eel grass impacts have been minimized and largely avoided by this proposed dock construction project. Work can be scheduled in the fall through spring to comply with this time of year criterion if the permits are received in a timely manner. • Policy 2- Construct the fixed pier a maximum of four feet wide to minimize shading_ The deck height is to keep the structure 3-4 feet above the average surface of the water. There is-a no fringe marsh vegetation-in this location, and the,prevaiiing pier deck height is at a height of approximately 8 feet above the bottom sediments and the pier head is at 6 feet above MLW at the end,but again the proposed pier location will be as it is today so the eelgrass growth area should not change or be adversely impacted. Clearly the eelgrass flourishes around the existing pier. The proposed dock construction will take place along the shoreline and is acknowledged to be in a flood prone zone area; there is wave exposure at this site. The new pier will have a minimum deck height of 6 feet above MLW and will be built to withstand complete submersion and resist hydrostatic and hydrodynamic uplift pressure due to flooding and typical wave conditions. This will require permanent, deeply embedded piles which cannot be seasonally removed. "Thru flow" will be utilized to reduce the shading impact of the rebuilt pier. • Policy 4- To minimize the risk of propeller dredging and scour, extend the fixed portion of the pier so that the water'depths'in the-mooring area'are a'minimum`of four-feet deep measured at Mean Low Water, or if the SAV bed extends further than the proposed dock, extend the dock beyond the vegetation. This site is a very active and occasionally relatively high wave energy site also affected by boat maneuvering and as a result there is little subtidal vegetation and many partially exposed boulders at the base of the toe of the beach. There is no tidal wetlands vegetation in the dock/walkway footprints. This project is consistent with this policy because the elevation of the pier is to be at an acceptable height above the bottom sediments beneath which submerged aquatic vegetation may spread if other conditions are suitable. The eelgrass currently grows all around the "L" and 20 feet back toward shore has created a balance that will be maintained. The shore is intertidal and so-no tidal wetland vegetation will grow beneath the pier. The NYS DEC prepared a study showing that pressure-treated Southern Yellow Pine timber product construction materials are suitable for this type of project except for decking which is governed by the Town regulations and so it will be of untreated woods or composite (or plastic) materials. The configuration shown on the drawings provides an 4 optimum balance between acceptable design and access standards without depriving any vegetation the opportunity to grow and spread. • Policy 5-Eliminate the ramp and float to reduce shading effects. There is no ramp or float proposed as part of this project. Reconstruction of the exiting pier will take place within the same footprint and replace the existing timber decking with open-grate composite decking to allow sunlight to pass through. • Policy 6- Install a lift for each vessel moored at the dock unless not practicable (e.g. sailboat). The boat(s) should be moored in the lift(s) when not in use. This is to reduce shading effects, minimize the potential for scour, and reduce the potential for the bottom of a docked boat to damage the SAV bed. The criterion in this case emphasizes the use of a boat lift. The prohibition against lifts is related to Tidal Wetlands Law No. 6 issued by the Town of Southold. In other projects, we have attempted to have a boat lift approved by the Town of Southold, however, the Tidal Wetlands Law No. 6 prohibits the installation of a boat lift unless the applicant owns the harbor bottom. In this case, the applicant does not own the harbor bottom and, therefore, a lift is not permittable under Town of Southold law. • Policy 7- To minimize potential for scour, in-water construction equipment should only transit within the work area footprint at periods of high tide while construction is occurring within eelgrass beds. Again, there was eel grass observed and documented in the dock area during our survey of this site. Prevailing water depth 6 feet deep at low tide in the area where the barge will be set at the end of the pier. Pile driving and setting heavy timbers will be accomplished in a week to three weeks, weather permitting. The potential for scour during construction will be minimal in this area and for boating is negligible at this point. The barge relocation maneuvering work will be done at a high tide so that there will be a water depth of 7 feet or so where the barge will be set up. • Policy 8- To avoid minimizing impacts, GIS lavers of mapped eelgrass beds within the project area should be provided to the contractor so they are aware of the eelgrass locations at all times. There was documented eelgrass at this site as noted on the surveys and application drawings prepared for the project. The contractor will be furnished with the permit drawings for the modifications for this project and is aware of the typical best practices for dock building in proximity to eelgrass prior to the pier construction project. The eelgrass is clearly visible through the water column and will be avoided. There will be no significant adverse impacts to air quality resulting from this structure and the reconstruction of the dock should not diminish overall environmental considerations in West Harbor and will protect water quality,the quality of the ecosystem and minimize or avoid degradation of environmental resources. The proposed dock facility will still accommodate typical small personal recreational boats. PUBLIC COAST POLICIES 5 Policy 9 sets forth a priority to provide for public access and recreational use of coastal waters, public lands and public resources of the Town. This project improves a longstanding 60 year old recreational boating facility for the property with a design that utilizes a pile supported structure elevated so it is consistent with this "access"policy and will not adversely affect public access to or use of Public Trust Lands or Waters of the State. WORKING COAST POLICIES The policies of this section relate to the following: ➢ Policy 10 — Protection of the Town's water-dependent uses and promoting new water- dependent uses in suitable locations, ➢ Policy 11 —Promoting sustainable use of living marine resources, ➢ Policy 12—Protect agricultural lands, ➢ Policy 13—Promote appropriate use and development of energy and mineral resources. While most of the Working'Coast Policies are not applicable to this site or this type of project, Policy 10, promoting water-dependent uses and the siting of water-dependent uses in appropriate areas is applicable. The proposed project has been laid out to maintain the most beneficial use of the land and the dock facility in the most appropriate point of the land where access from the shore has existed for half a century. The alignment depicted is to minimize impacts on valuable habitat and environmental resources including the negligible tidal wetlands vegetation and eelgrass documented at the site. The location of proposed will keep the boat access maneuvering out beyond and inboard of documented eelgrass propeller contact potential and yet also clear of the practical maneuvering requirements of adjacent larger boats. The land origin point of this project is private land. The Public Trust Lands and Waters constitutes the area between the Mean High Water and Mean Low Water Lines and the resources from the High Tide Line out. Environmental resources at this site are limited and site habitat features are being preserved. The potential for SAV growth is being protected by the suitable alignment and height standards dictated by the NYS DEC. There is virtually no public use of the waterfront in this area and the construction of the pier and dock are all waterward and elevated above the Apparent High-Water Line and are not likely to influence or change this historic usage. The Public Trust Lands at this site are substantially obstructed by the rock and boulders north and south of the dock site and the rebuilt pier, will span the intertidal and nearshore shallow subtidal zone. The purpose of this project is to build a new dock facility for water-dependent recreational boating as defined in the LWRP. The dock facility will provide recreational boating and boat transportation access around the island or to/from the mainland without adverse environmental impacts and while protecting the existing habitat and resources. There will be no despoliation of tidal wetlands vegetation and only minimal shading impact on submerged aquatic vegetation at this or adjacent sites related to this project during construction or usage of the dock facility for recreational boating access. This project has been laid out with specific reference to and review of the Waterfront Revitalization Program policies and is a reasonable and prudent balance of these policies. 6 In summary,the new dock facility is adapted to the site and environmental habitat features of the site, typical of recreational boating facilities throughout the area and all along coastal New England. The structure has been minimized in size, height, length and structure to maintain with the longstanding footprint and other facilities of a similar nature and the minimum necessary components to accommodate safe and efficient boating operations from this site safely in a variety of climatic conditions, while preserving and minimizing wetland and eelgrass impacts and conflicts with adjacent boating traffic. If necessary,the new pier decking can be "thruflow". This project does not interfere with public access or use of Public Trust Waters and Lands of the State, it does not interfere with navigation, it will not create soil or sedimentation erosion or scour problems, it does not adversely affect environmental resources and in the area where the facility must span the intertidal zone at the shore line, the facility has been located in the area of the longstanding dock wood step pathway to the tiny pocket beach where environmental resources are already minimal so as not to worsen any of these conditions and avoiding waters fouled by the boulders to the extent that they are not navigable..While there is minimal patchy tidal wetland vegetation onsite, the height of the structure has been specifically addressed to allow typical native tidal wetlands vegetation to grow if other conditions are conducive to such growth. The dock facility has also been configured to maintain"access to the deepest available water of the travel way so the alignment has favored boulder avoidance so as not to change the site characteristics and not to extend impacts into adjacent resource areas. The existing pier length has been maintained so that dredging will not be an issue now or in the forseeable future, thus further minimizing adverse environmental impacts. There will be no loss of valuable marine and wetland habitat and no water quality degradation because of this project. No natural protective features or processes will be adversely impacted as a result of the proposed docking facility. The dock spans over an area of nearshore boulders and there is submerged aquatic vegetation in the dock or berthing area, in fact growing beneath the existing pier so it is reasonable to expect that the eelgrass will continue to grow in this area. Reference is made to the NYS DEC study from 2000 indicating the suitability of pressure-treated Southern Yellow Pine piles and super-structure components for this type of purpose. In accordance with Local Law #6, decking for the pier deck treads-will be of plastics or woods other than Southern Yellow Pine. This project is consistent with zoning policies and ordinances for the Town. The dock facility will be an accessory to the home located at this site. There will be no development of the upland related to this dock facility that will create point sources of pollution or drainage induced erosion. This project is providing recreational boating and water usage opportunity compatible with the natural resource values and characteristics of the site. REQUIREMENTS OF SECTION 97-25 OF THE SOUTHOLD WETLANDS LAW 6 The permittee acknowledges that the validity of this permit is subject to the approval of other governmental or municipal authorities. The permittee does, by the acceptance of this permit, assume all responsibility for operations undertaken pursuant to this permit, and shall take all precautions for the prevention of injuries to persons and property resulting from such operations. By such acceptance, the permittee also agrees to indemnify and hold harmless the Town and its officers. 7 The permittee gives consent to the.Town and its officers, employees and agents to enter upon the premises where such operations are being conducted to make such inspections to determine whether said operations are being conducted in conformity with the permit. The permittee will notify the Trustees in writing one week prior to initiation of any and all operations. The permittee will notify the Trustees in writing upon completion of operations such that the site can be inspected for issuance for a certificate of compliance. In response to Sub-section 2a and the General Rules for Standards of Residential and Commercial Docks,the following additional information is offered. 1. Permits for the work are being applied for simultaneously through the US ACOE, NYS DEC and a Coastal Zone Consistency determination by the NYS DOS. 2. The new piles to be installed will be 12-inch diameter Class B wood of sturdy, durable and stable .growth, in all likelihood, Greenhart, Kakaralli or CCA pressure-treated Southern Yellow Pine (SYP)piles with new split caps and braces of the same SYP materials. These members will be a minimum of 3 x 10 to 4 x 12 timber with double 1/4" bolts per connection, or in some cases, one 1-inch bolt per connection. These sizes are predicated based on sea conditions during rough weather. The pier is a fixed, pile-supported timber structure, and therefore will not adversely affect the free circulation of water or reduce the effects of fluctuating water levels in West Harbor; only piles will span the water column. The pier's end elevation is such that in extreme high flood tides in storm (hurricane) surges the structure will be just above or below the wave break turbulence. The structure's SYP timber materials represent the standard of the industry being specifically grown and treated for this type of usage and are capable of withstanding full immersion. With the connections described above, this structure will be able to survive*repeated`inundations'and even'direct waves'at high tide elevations with a structural life of approximately 20 years. Severe storm performance cannot be guaranteed. In order to achieve such longevity, the piles cannot be removable. 3. The pier support, because of its height, will include driving new 12-inch diameter Class B piles at nominal 10-foot intervals to the maximum extent possible in order to obtain the desired pier alignment and support intervals; 12-inch piles will be used for the tie-offs. Twelve-inch piles are required for this pier because of the difficult pile driving conditions in the boulder laden bottom sediments. The use of CCA pressure-treated piles and timbers can be approved for this project in accordance with Local Law 6. Ten-foot bent intervals will vary as necessary to accommodate pile driving conditions around boulders and the shape of the deck. 4. The pier will not be decked with CCA pressure-treated Southern Pine, yet this pier walkway will not provide a safe pedestrian surface for access to the berthed boat. Decking will be "thru flow" anticipating such a stipulation by the Town Trustees Rails may be installed on the pier for safety of the users. 8 5. The dock facility is centered roughly along the northeast edge of the property waterfront. The 15-foot side yard clearance specified in this paragraph has been honored on the northeast and the southwest. The lateral clearance of almost 50 feet to the north should not be an issue because the proposed pier does not represent a significant encroachment into the logical boating operations area to which Grey Gulls has agreed and submitted a letter of no objection. The dock facility does not project into the navigation way for other boaters in the Harbor because of the recessed shoreline and number of rocks in the shoaling nearshore waters. 6. Upon receipt of the permit for this project, appropriate permit numbers and a Town permit placard will be affixed to the most seaward face of the pier for identification from the water. 7. The only permanent structures located above the pier decking other than the power post and railing, which are fixed by function, are possibly a deck mounted dock box near or at the shore side of the"L landing. 8. A five-foot passage beneath the pier between the Mean High and Mean Low Water Lines has been provided. Foot traffic in this area is rare, if at all due to presence of boulders and perpetual inundation of the nearshore sediments, and so the additional structure of an "up and over" stairway has been left out of this pier layout. Beach access for the Carpenter family will not be provided for by a small set of steps from the pier, landward of the High Tide line. NEW YORK COASTAL MANAGEMENT PROGRAM These application documents include a copy of the Federal Consistency Assessment Form utilized for the New York State Coastal Management Program under the jurisdiction of the New York State Department of State. The following policies have been identified as pertinent to this application and the reason for consistency associated with this project is outlined in each respective case. • Policy 2 —Water Dependent Uses — This project is to construct a fully functional water dependent use, a dock facility at this site in support of recreational boating. • Policy 5 —Use of Existing Developed Shorefront— There is rocky shoreline and pocket beach on this site. This project utilizes existing suitable shorefront which is a pocket beach with a rocky shorefront to the south and undeveloped beach to the north. Wave energy has diminished shoreline resources. The project will include reconstructing a pier to make it safe and reliably usable in most boating conditions in accordance with the NYS DEC 4 foot depth criteria. • Policy 7—Significant Fish&Wildlife Habitat—Protection of significant fish and wildlife habitat has been considered in the development of this project layout. The pier, to the shoreward point beginning, will maintain 4 to 5 feet above the beach in the intertidal water and should not jeopardize the integrity of any vegetation outcrops, should they colonize this area in the future. • Policy 8 —Protection & Preservation of Habitat— Protection and preservation of habitat has also been considered in this project and the dock structure is being rebuilt to its 9 configuration of existing width, length and higher height and materials consistent with standards of the industry and restrictions set forth in the Wetlands Law, No. 6, 2004 set forth by the Town of Southold and standards of the NYS DEC. The pier is located over a stone edged pocket beach beach to make use of the historic alignment and avoid the eelgrass out in the travel way to minimize damage to natural resources based on existing conditions documented in the survey. See Natural Coast Policies on page 3 of this narrative. • Policy 11 — Minimize Damage to Natural Resources - The dock reconstruction project has been laid out in such a way so as to minimize damage to Natural Coastal resources as identified in Policy 8 above. The dock facility has been sited to be rebuilt in the existing location and alignment to avoid boulders on the sediments which have already impacted shoreline vegetation and fouled by boulders in the nearshore area for navigation. US Fish and Wildlife Service Guidelines for eelgrass beds have been substantially complied with as addressed in the Natural Coast Policies earlier in this narrative. • Policy 14—No Measurable Increase in Flooding - This project consists of reconstruction of an open wood pile and timber pier which in no way adversely affects water flow and circulation in the harbor or flooding potential of the area. Flood levels all around Fishers Island are dictated by water levels in Long Island Sound, Block Island Sound and the Atlantic Ocean and this structure will have no adverse influence or in any way impact on those levels. • Policy 15 —No Dredging=Dredging, is not required in this project. The dock system has been laid out in its current location and configuration to avoid future dredging requirements. The minimum prescribed water depth of 2 feet, as generally recommended by the US ACOE, and 4 feet as recommended by the NYS DEC has been reached. • Polio 19 —Impact on Public Access—Public access will not be jeopardized or impeded as a result of this project. Environmental resources at this site are limited and site habitat features are being preserved. The potential for growth is being protected by the suitable alignment and height standards dictated by the NYS DEC. There is virtually no public use of the waterfront in this area and the reconstruction of the pier are all waterward above the Apparent High-Water Line and are not likely to influence or change this fact. The Public Trust Lands at this site are substantially obstructed by terrain, wild shoreline vegetation and the boulders which span the intertidal and shallow subtidal zone. There is almost no public access usage of the public trust lands or waters at this site except kayaking and canoeing.which are also uncommon. The upper intertidal zone and shallow subtidal zone.is significantly covered by boulders and the shallow sub-tidal waters do not present any opportunity for navigation or enticement for public access in the area. The width'of the mouth of the harbor is more than 5000 feet so the pier occupies far less than the landward 25% of the waterway width in accordance with US ACOE policies. Thus, public access to the State's lands and waters will not be adversely affected by the project; the pier is high, 5 feet above the Mean High Water elevation and so if someone wanted to walk this shoreline they will be able to, but such access has not been observed. • Policy 20 — Public Trust Compatibility with Existing Adjoining Properties and Land Uses- Public Trust compatibility with existing adjoining properties and land uses have also been considered in this project. This docking facility has existed for more than half a 10 century. Some nearby properties have small docking facilities similar to this one and this docking facility will not interfere with existing or the likely configuration of future facilities on nearby properties. • Policy 21 — Water Dependent Recreation — This project is consistent with water- dependent recreational opportunities policies set forth in this section. • Policy 24 —Scenic Resources, Impairment or Loss - This policy is designed to prevent impairment or minimize loss of scenic resources. The fixed wood pile and timber pier will be to the side of the straight-out field or even 45 ° skewed field of vision for both the neighboring properties and should not represent such an extent of encroachment or structure which would create a loss of scenic resources since it will still occupy the area(s)which have typically been encumbered by the boats as tied off to the longstanding dock facilities. • Policy 25 — Enhance Overall Scenic Quality=The new dock structure, except for resource design requirements will be consistent with typical dock characteristics, the scenic features of the area and prevent loss of scenic resources as described in Policy 24 above. • Policy 44—Preserve and Protect Tidal Wetlands—Tidal wetland vegetation on the rocky pocket beach shorefront is nonexistent between the non-turf toe stone buffer at the water's edge at the dock site. The construction of the fixed wood pile and timber pier has taken advantage of the historic shoreline at the home site and will avoid adverse wetlands impact. The pier height and alignment also avoid eelgrass beds which grows in the shallow subtidal waters east of the dock site. The height of the pier should continue to allow opportunities for the growth of the tidal vegetation naturally up to, and to an extent, beneath the wood pier if other conditions are suitable. The pier being orientated northwest-southeast will allow sunlight beneath the pier substantially from the east in the morning and the west in the afternoon. SUMMARY This project proposes a rebuilt pier for recreational boating access for the property of the Carpenter family on Fishers Island, incorporating deliberate measures to avoid impact to a productive habitat, while maintaining habitat values and avoiding despoliation of tidal wetlands or submerged aquatic vegetation. A copy of all US Army Corps of Engineers, NYS DEC and NYS DOS applications and supplemental drawings and photographs are attached as substantiation for this project. This project complies with applicable standards of the New York State Coastal Management Act, NYS / DEC Tidal Wetland Regulations and criteria for approval and the Town of Southold Waterfront Revitalization Program and Local Ordinance No. 6, 2004; approval of this project is thus respectfully requested. Respectfully submitted Tim DeBartolomeo, P.E. 11 Board of Trustees Applica on GENERAL DATA Land Area(in square feet): •? Acres Area Zoning: Residential Previous use of property: Residential Intended use of property: Residential, no change Covenants and Restrictions on property? Yes __ No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes No If"Yes",be advised this application will be reviewed by the Building Dept.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 No If"Yes", please provide copy of decision. his project req any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes FI_No Prior permits/approvals for site improvements: Agency Date NYS DEC 3/4/26 US Army.Corps of Enigneers 9/8/25 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_a No ❑ Yes If yes, provide explanation: Project Description (use attachments if necessary): Please see attached for project description. Board of Trustees Applici Dn WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The existing dock facility is a pre 1968 (USACE) "grandfathered" dock, half a century old and must be rebuilt. All new industry standard materials will be utilized. Area of wetlands on lot: 1 square feet Percent coverage of lot: less than 1 Closest distance between nearest existing structure and upland edge of wetlands: NA feet Closest distance between nearest proposed structure and upland edge of wetlands: NA feet Does the project involve excavation or filling? No Yes If yes,how much material will be excavated? None cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 1 feet Proposed slope throughout the area of operations: No change Manner in which material will be removed or deposited: Removal of steps along the lo_we part of the path will be removed by hand and removed on the barge. The new access walkway will then follow existing walkway path. Excavation will be the rN of existing pathway steps. 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): This project will have minimal measurable impact on existing features. Tidal wetlands will be avoided by the pier and walkway alignment. Heights will be walkable beneath so as not to impact public access. Board of Trustees Applic, :)n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: The existing dock facility must be rebuilt due to age of existing piles and timbers. Reconstruction will be to the same dimensions and elevation but open grate decking will be utilized to allow for sunlight to pass through. Are wetlands present within 100 feet of the proposed activity? �_No Yes Does the project involve excavation or filling? No Yes If Yes,how much material will be excavated? None (cubic yards) How much material will be filled?I None (cubic yards) Manner in which material will be removed or deposited:There will be no excavation, only the Removal of steps along the lower path to be covered by the new pier landing. part of the path will be removed by hand and removed on the barge. 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) The existing dock facilities pre-exist current Town regulations. The new fixed wood pile and timber pier will be built tough, to the same alignment and dimensions seaward of the High Tide line and DEC Apparent High Water line with 5 foot clearance beneath the pier to the beach or harbor bottom sediments to minimize disturbance of existing aquatic vegetation around the pier head. The new walkway to shore will likewise be elevated so as not to impede public access. The gravel path and vegetation non-turf will not be disturbed or modified except for the driven pile walkway supports and removal of some of the stone steps. Glenn Goldsmith, President Town Hall Annex�` �'��'����'� '�., A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples • Telephone(631) 765-1892 Fax(631) 765-6641 0, _ f To DE eftowmD - �Y TRas� ARK BOARD OF TOWN TRUSTEES /�F?e72 Tkunu RFu4RgV TOWN OF SOUTHOLD Pk�o1�7D Q�f ®(U� S�C�VA�IR6 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE (We) The owners of record of property at: , in the town of New York, SCTM#: 1000- 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: 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. Signature of owner of record Signature of owner of record 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. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing 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 I 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 l -Project and Sponsor Information Name of Action or Project: Carpenter Dock Modification and Reconstruction Project Location(describe,and attach a location map): 2512 Brickyard Road Brief Description of Proposed Action: Please see attached project description. Name of Applicant or Sponsor: Telephone:617-851-5623 Carol Carpenter E-Mail:docko@soundengineeringafi Address: 2512 Brickyard Rd. City/PO: State: Zip Code: Fishers Island I NY 106390 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 � ❑ 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: ❑ z NYDEC & U.S. Army Corps of Engineers 3.a.Total acreage of the site of the proposed action? 0.12 acres b.Total acreage to be physically disturbed? ll 12 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.2 acres -4. Che , I land user that occur on,adjoining an ar the prop9scil action. Urban Rural(non-agriculture) Industrial Commercial ©Residential(suburban) Forest Agriculture HAquatic ®Other(specify):inter-tidal Zone Parkland Page 1 of 4 5. Is the proposed action, NO YES I N/A a. A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? fl 1-/111 1 6. Is the proposed action consistent with the predominant character of the existing built or natural NO I 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: Z ❑ 8. a.Will the proposed action result in a substantial in in traffic above present levels? NO YES b.Are public transportation service(s)available at or nearthe 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: Thera- isjio—exLstin_g or n_e_w energv-consumptLo-n-aeso_ciate�v tb_theEl W1 I_o_ngsta�Id inqj�Le-1968_s_tr_u-c_tur-e_Qr_tb-e_gorposed�impro-v-emen-t 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: No new potable water service Z ❑ is needed for this dock facility. Water will come from the house. 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: There is no need for the El facilities on private property to be connected to waste water system. 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:West Harbor . 0.08 14 Identify the typicaLL4bitat types that oc�Suburban n,or are likely to be found on the_groject site. Check all that apply: ZShoreline Forest Agricultural/grasslands Early mid-successional ✓ Wetland Urban 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 source's? NO If Yes, ' a. Will storm water discharges flow to adjacent properties? ❑NO OYES ❑✓ El b.Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes,briefly describe: ONO YES Page 2 of 4 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: RI ❑ 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 IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Carroll Carpenter. Date: Signature: 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 I 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 small to large impact impact may may occur occur I. Will the proposed action create a material conflictwith an adopted land use plan or zoning ❑ regulations? 11 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 ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a. public,/private water supplies? b.public/private wastewater treatment utilities? El 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, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. W ill the proposed action result in an increase in the potential for erosion,flooding or drainage El F-I problems? 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 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. 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 environmental impact statement is required. aCheck 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 Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible'Officer in Lead Agency Signature of Preparer(if different from'Responsible Officer) PRINT Page 4 of Board of Trustees Applica in AFFIDAVIT Carroll Carpenter BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD 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 ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER 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. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF ,.-20 Notary Public Board of Trustees Applici >n AUTHORIZATION (Where the applicant is not the owner) I/We, Carroll Carpenter owners of the property identified as SCTM# 1000=7,4-3.1 in the town of Southold ,New York, hereby authorizes Tim DeBartolomeo, PE of Docko to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF , 20 Notary Public APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town ofSouthold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The numose of this form is to provide information which can alert the town of possible conflicts of interest and allow it io take whatever action is necessary to avoid same. YOUR NAME: Carroll Carpenter (Last name,first name,Middle initial,unless you are applying 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 Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other(If"Other",name the activity.)Tidal Wetlands - Dock Reconstruction Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,-marriage,or business interest.."Business jnteresf means"a business, including a partnership,in which the town officer or employee,has even.a partial ownership of(or employment by)a corporation in which the'town officer or employee owns more than;5%of the shares. YES F-1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person 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): _aA)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee_of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20, Signature Print Name Form TS 1 Glenn Goldsmith, President OS C Town Hall Annex Ar �� OG " A.Nicholas Krupski, Vice President 6' 54375 Route 25 yt Eric Sepenoski CMx 1 P.O. Box 1179 Liz Gillooly �`0 ? Southold,NY 11971 Elizabeth Peeples ?' plr� Telephone(631)765-1892 pal Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS 7- q a G 2 - L/ � �� /0- � - . ao Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. iIUTItmot 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: CARROLL M. CARPENTER REVOCABLE TRUST SUBJECT OF PUBLIC HEARING: For a Wetland Permit and a Coastal Erosion Permit to reconstruct the existing pier consisting of removing the existing landward wood ramps and construct a new landward 4' wide by ±42 linear foot long access ramp to pier with handrails and two beach access ship ladders/stairs; in-place reconstruction of existing 7' wide by ±112 linear foot long fixed pier with handrails; reconstruct existing 7' wide by 22' long fixed 'T' pier with a ships ladder; existing tie-of pile to remain; and to install new water and electric to pier. Located: 2512 Brickyard Road, Fishers Island. SCTM# 1000-7-4-3.1 TIME & DATE OF PUBLIC HEARING: Wednesday, September 16, 2026 — 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 online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 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 sikofficant . beneficial and adverse effects.:upon the coastal area(which includes all of Southold Town., 1 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 review law. Thus; each-answer must:be explained in detail,.listing both supporting and non- supporting 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#-7 PROJECT NAME Carpenter Dock.Modification Project The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees .❑ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital El 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: This proposed project is for.pier reconstruction. See plans . for completed project description. Location of action: 2512 Brickyard Road Site acreage: 2.2 Acres Present land use: Residential Present zoning classification:R 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: Carroll Carpenter (b) Mailing address: PO Box 295, Fishers Island, NY 06390 ` (c) Telephone number: 617-851-5623 = _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? If yes,which state or federal agency? Corps of Engineers Yes ❑✓ No❑ 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. W Yes F] No Not Applicable .This project is reconstruct and supplement an existing-longstanding-dock faiclity, which has been in use since before 1963 and makes beneficial use.of this coastal location and minimize the adverse . effect on natural resource. Pier reconstruction will be.within the same footprint and'to the same extenk, 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 0 Yes ❑ No ❑ Not Applicable The proposed dock reconstruction project will be consistent with the preservation and protection of histroicalJand archaelogoical resources on Fishers Island The project makes use of the exsting of the existing dock site. Attach additional sheets if necessary 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 policy is consistent with the proposed project. This is a replacement project in the same location as the pre- 968 original dock facility. In addition, the site is not a designated scenic resource area. 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 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable The proposed dock facility will have no adverse impact on natural resources or flooding and erosion exposure characteristics of the site. It will in no way impact the potential for loss of life br damage to- coastal features or private property. 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 ❑✓ Yes ❑ No ❑Not Applicable This proposed is a dock replacement protect rebuilding the existing faciltiiy in its longstanding footprint of over 50 years. The project is in coastal waters and will not have any impact on water quality or the supply of water to Fishers Island, Town of Southold. 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. 0 Yes ❑No ❑ Not Applicable The proposed pier reconstruction and modification project is consistent with this policy, which will help to protect and not diminish marine ecosystems, includiing significant coastal fish and wildlife habitat and tidal wetlands. The pier will be rebuilt in the longstanding footprint, which has existed for more than 50 years. Attach additional 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. _a Yes R No.R Not Applicable The proposed pier reconstruction project will have no impact on the air quality. Typical construction equipment is utilized and will be used for a very short duration during the pile driving portion of the project, otherwise, most of the construction is manual. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. No Not Applicable 0 Yes This project is consistent with policies that the Town of Southold with regard to minimizing environmental degradation. Solid waste and construction byproducts will be salvaged, collected and disposed of in accordance with existing laws and regulations of the Town of Southold and State of NY as well as Federal standards. 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 YeLl No❑ Not Applicable Public access to existing coastal resources of West Harbor and Long Island Sound will in no way be adversely impacted by the reconstruction of this longstanding pier. Public access to and recreational use of coastal waters, public lands and public resources of the Town of Southold will not be restricted. This project is to replace a dock facility that existed at this site for more than a half century, since prior to the existence of the Coastal Management Act. 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. ❑✓ Yes ❑ No ❑ Not Applicable The-Aroposed dock facilitiv is c_ tent with the Tgrn of Southold�ivat�r d__ep�IIslQnLi s� Qliei�s This is a longstanding dock structure t I�as e-xi st�d_for mare than 5Q. a gd.p�ovides wa er.cieRe 1 access for recreational boating to the eixsting site. The project is also consistent in terms of nature. length and encroachment into coastal waterws with all of the other dock facilties along the east shore . of West Harbor. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. a Yes ❑ No❑ Not Applicable The proposed dock facility has already demonstrated that the living marine resources in West Harbor/ Long Island Sound are in a sustainable balance, not.adversely affected.by the existence of these dock facilities or the usage thereof for recreational boating. The proposed replacement dock facility will mimic the existing length, width, height and structural support characteristics of the longstanding pier. 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. ❑ Yes ❑ No 0 Not Applicable This pier reconstruction project is not located on agricultural lands of the Town of Southold and will hale no adverse impact on agricultural lands of the Town of Southold or the Fishers Island community. 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❑✓ Not Applicable The use and development of energy and mineral resources on Fishers Island will not be adversely , affected by this pier reconstruction porject. The site, being.at the tidal zone is not accessible or desirable for development in energy and mineral resource related projects. Fishers Island is'a glacial deposit of gravel, sand and boulders which is 70 feet thick-supported by ledge 50-100 feet below the water surface. There are no energy or minderal resources in this glacial deposit strata. PREPARED BY TITLE DATE